HomeMy WebLinkAbout#25 - Birdgewater Village Preliminary PlatLA515\137\930284.v1
STAFF REPORT
DATE: 2/6/24
TO: Lake Elmo City Council
FROM: Nathan Fuerst, AICP, Consulting Planner
Jeff Matzke, Senior Consulting Planner
AGENDA ITEM: Bridgewater Village Preliminary Plat
REVIEWED BY: Sarah Sonsalla, City Attorney
Clark Schroeder, City Administrator
BACKGROUND: Bridgewater Bancshares, Inc. (Applicant/Property Owner), represented by North Shore Development, has requested Preliminary Plat, Conditional Use Permit (“CUP”), Comprehensive Plan Amendment, and Rezoning approvals. The development, to be called Bridgewater Village,
will contain four commercial lots and several outlots which are planned for a medium density residential use when developed in the future. The City Council initially reviewed the Bridgewater Village Preliminary Plat, Comprehensive Plan Amendment, Rezone and CUP at a regular meeting on November 8, 2023. The City Council tabled
the items to allow time for additional information relating to MnDNR water appropriations. The City Council revisited these items at its regular meeting on January 2, 2024 and voted to approve the Comprehensive Plan Amendment, Rezoning, and Conditional Use Permit requests. The City Council and Developer agreed to an extension on the Preliminary Plat until the February
20, 2024 City Council Meeting. Of the four lots to be platted at this time, two lots are proposed for future use as an Office, one a Bank property (Bridgewater Bank), and one a retail property. The approved conditional use permit is for the bank property to contain a drive through serving the bank use. The Comprehensive Plan
Amendment and Rezoning were approved by the City to ensure the development complies with the City’s adopted plans and policies once the Preliminary Plat is approved. ISSUE BEFORE THE COUNCIL: The City Council should review and make a determination on the Preliminary Plat. GENERAL INFORMATION: Applicant: Jerry Baack, 4450 Excelsior Blvd, Ste 100, Minneapolis, MN 55416
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Property Owner: Bridgewater Bancshares, Inc., 4450 Excelsior Blvd, Ste 100, Minneapolis, MN
55416
Location: Two parcels bound by Stillwater Way N., CSAH 14, CSAH 15
PID#s: 1202921440023 and 1202921440022
Request: Preliminary Plat, Rezone, Comprehensive Plan Amendment, Conditional Use
Permit
Site Area: 23.19 acres
Land Use Map: Commercial (C), Village Medium Density Residential (V-MDR)
Current Zoning: RT – Rural Transition
Surrounding: OS Open Space (north); C- Commercial (east); RT Rural Transition(south); PF Public Facilities (west)
History: The parcel is undeveloped.
Wetland: There are no wetlands on site.
Deadline: Application Complete – 9/22/2023
60 Day Deadline – 11/21/23 Extension Letter – Developer Extension until 2/20/24 at 1/2/24 CC Mtg. 120 Day Deadline – n/a
Applicable Code: Article 7- General Regulations
Article 9- Standards for Accessory Uses Article 13 – Village Districts Article 15- Commercial Districts Title 103 – Subdivision Regulations Lake Elmo Design Guidelines
PROPOSAL DETAILS/ANALYSIS:
Four requests are being processed concurrently by the City:
• Preliminary Plat – a major subdivision of the property is proposed.
• Conditional Use Permit (CUP) – (Approved 1/2/2024) a CUP for a drive through facility
on commercial Lot 3, the proposed bank property.
• Comprehensive Plan Amendment – (Approved 1/2/2024) an amendment is required to adjust the future land uses in the Comprehensive Plan so they align with requisite property locations and boundaries.
• Rezoning – (Approved 1/2/2024) a rezoning from Rural Transition to Commercial and Village Medium Density Residential is required to ensure that the proposed land use is consistent with guidance in the City’s Comprehensive Plan.
The Developer is proposing a Mixed Use development to occur in two or more phases. There are
a total of 7 acres of commercial land proposed, which includes 4 separate lots to be rezoned to
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Commercial (C). The remaining land area, just over 16 acres, will be rezoned to Village Medium Density Residential (V-MDR).
Of the 4 commercial lots, the smallest size proposed is 1.64 acres and commercial uses are not yet
fully identified, other than a bank building proposed on Lot 3, the southeast most commercial lot.
The proposed CUP will allow for a drive-through on that property for bank service.
The residential land use shown on the development master plan will be developed in a future phase. Those lots are shown on the preliminary plat to be outlots which will be platted when market conditions allow per the Applicant’s narrative.
Site Data.
Site area could vary slightly based on requirements for Right of Way from Washington County, or the City of Lake Elmo. Right of Way within the development is counted within the Residential (VMDR) area for the purposes of calculating density. Total Site Area 23.19 acres
Right-of-Way (R/W) 3.88 acres
Commercial (C) Area 7.0 acres
Residential (VMDR) area 16.19 acres
Wetlands None identified on site
Land Use(s): A high level review of the requests against adopted City plans and policies is
below. A review of the site against applicable subdivision and zoning design and performance standards also follows.
Comprehensive Plan Amendment (previously approved on 1/2/2024)
The City’s future land use map guides the subject property for Village Medium Density
Residential (VMDR) and Commercial (C). The Applicant is proposing land uses which are consistent with those categories. Presently, a total of 17.67 acres are guided for Village Medium Density Residential (VMDR), and a total of 6.46 acres are currently guided for Commercial (C).
As proposed, the Applicant’s request would result in a VMDR area of 16.19 acres, and a Commercial area of 7.0 acres. The minor changes in the land area between the future land use categories are due mostly to public right-of-way dedication and .54 acres being converted from
VMDR to C.
The proposal keeps the same approximate areas of the property guided for the same future land
uses. As such, the Comp Plan Amendment will reflect the built conditions of the property which
are consistent with the community’s vision and development goals.
Staff note that the development density of the VMDR area will be a minimum of 2.5 dwelling
units per acre and maximum of 8 dwelling units per acre. With no known undevelopable areas, the net acreage of the VMDR area will be 16.19 acres. This will result in a minimum of 40
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dwelling units and a maximum of 130 dwelling units. The concept plan shows 96 residential units, which is within the allowable density range for this site. Density will ultimately be reviewed for conformance at the time the VMDR area outlots are developed.
Rezoning (previously approved on 1/2/2024)
The change in zoning designations proposed by the Applicant is standard practice for Lake Elmo and other developing communities. The Rural Transition zoning district “is an interim holding zone that will regulate land uses within those portions of the city planned and staged for
development that will connect to regional sewer service in accordance with the comprehensive
plan.”
The proposed land uses for the site must be consistent with the City’s adopted 2040
Comprehensive Plan. Both zoning districts proposed are consistent with the future land uses proposed by the Applicant through the Comprehensive Plan Amendment. The proposed land uses are also consistent with the proposed zoning district and Comprehensive Plan.
Conditional Use Permit (CUP)(previously approved on 1/2/2024)
A CUP was requested by the Applicant for a drive-through facility serving the bank use on Lot 3 of this development. City Code Section 105.12.920 permits drive-through facilities as an accessory to a permitted use with the issuance of a CUP. The proposed bank is considered a financial institution which is permitted by right in the zoning district. Therefore, a CUP will be
required for the drive-through but not the bank use. Staff have reviewed the site for applicable
standards relating to a drive-through facility.
Commercial Lot Land Uses
Lots 1 & 2 are proposed to be offices. Lot 3 is proposed as a financial institution, and Lot 4 is
proposed to be retail. All of these uses are permitted by right, and would ultimately be reviewed
and approved administratively unless a CUP, variance, or other type of formal review is identified as required.
Site Plan Review:
The commercial lots were reviewed by staff for conformance with applicable zoning and
subdivision requirements. No flexibility is requested by the Applicant from City Code. Therefore, any standards not reviewed through this process will be reviewed at the time of site plan review on each commercial lot. Lots must be developed to all relevant city standards.
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Commercial Lot Bulk Standards
The proposed commercial lots were reviewed for conformance with applicable bulk standards.
*This does not meet current standards and will need to be revised prior to building permit submittal and review.
Parking
Off-street parking is required consistent with City Code Section 105.12.410. Since the proposed land uses and floor areas of the proposed buildings will be subject to change based on site layout, tenant, or property owner needs, etc., staff will conduct a review of parking requirements at the time of site plan review.
Signage No signage is proposed on the plans or discussed in the Applicant’s narrative. The Applicant is intending to install a subdivision monument sign; however the location is not known at this time. Signage will be reviewed when requested by the Applicant or subsequent property owners.
Commercial Standards (105.12.920) C District Standard Commercial Lot 1 Commercial Lot 2 Commercial Lot 3 Commercial Lot 4
Minimum Lot Area .46 Acres 1.64 Ac 1.64 Ac 1.81 Ac 1.9 Ac
Minimum Lot Width 75 feet 244’ 257.9’ 127.5 236.9
Max Impervious Cover 75% Unknown Unknown Unknown Unknown
Minimum Setback -
Front
30 feet 91.1’ & 46.1’ 117.7’ &
66.3’
153.7’ &
87.2’
32’ & 167’
Minimum Setback - Side 10 feet n/a 50.1’ & 84’ 73.4’ & 115.6 51.4 & 70.1’
Minimum Setback- Corner side 25 feet n/a n/a n/a n/a
Minimum Setback - Rear 30 feet 137.9’ & 31.5’ n/a n/a n/a
Setback from residential zones 50 feet 137.9’ 117.7’ 153.7 32’ + 80’ ROW
Maximum Height 45 feet Unknown Unknown Unknown Unknown
Parking- Front Yard setback 15 feet 25.5’ & 46.1’ 47’ & 67’ 23.6’ & 98’ 31.3’ & 38.3
Parking – Interior side setback 10 feet n/a 21.6’ & 12’ 16’ & 21.9’ 44’ & 16’
Parking- Corner side yard setback 15 feet n/a n/a n/a n/a
Parking- Rear yard setback 10 feet 11.2’ & 23’ n/a n/a n/a
Parking setback from residential zones 35 feet 11.2’ feet* 47’ + 80’ ROW 23.6’ + 80’ ROW 31.3’ + 80’ ROW
Driveway setback from side lot line 5 feet met met met met
Driveway Width 20-34 feet 25’ 22’ 22’ 22’
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Commercial Lot Performance Standards The proposed commercial lots will be subject to other site and building design performance
standards which may not be mentioned in this report. Those standards include, but are not
limited to the City’s Design Guidelines Standards Manual, landscaping requirements, lighting, parking lot landscaping, off-street loading areas, etc. No flexibility to any City standards is requested by the Applicant at this time. All individual lots will have to meet the performance standards in the zoning ordinance at the time of permit application. A condition has been added.
Preliminary Plat Review: The Preliminary Plat was reviewed by staff for standards specific to subdivisions. Subdivision requirements: The subdivision has been reviewed according to City Zoning and
Subdivision requirements. The platted lots will meet City standards for areas and locations as
proposed. Driveways and access for the lots is consistent with City Standards. A Development Agreement will be required as part of future plat approval. The City Engineer has reviewed for conformance with engineering standards and provided memo dated October 10, 2023, attached, and all items are to be addressed as part of the final plat submittal.
Landscaping and Tree Preservation: The Landscape Architect is suggesting revisions to the submitted tree preservation and landscaping plans as a condition of preliminary plat approval. Trees required in the area of disturbance shall be identified and provided on the plans. Boulevard plantings are required at the time subdivision improvements are installed.
Parkland Dedication: The City’s ordinance requires parkland dedication in the amount of 10% for Mixed Use projects incorporating a residential component. This development was brought to the City’s Parks Commission during the concept plan review process, and it was determined that a cash in lieu payment could be acceptable given that the property is not in a park search area. The
cash in lieu payment will be calculated at the time of final plat.
Trails were identified as a requirement for this project at the time of sketch plan review. Trails currently shown on the plans meet the requirements communicated to the developer.
Wetlands: The Applicant’s surveyor and engineer have provided a statement indicating that no
wetlands are present on site. This will be substantiated by the Valley Branch Watershed District at the time of permitting for site improvements required due to the size of the project. Streets and Access: This subdivision will have public streets as proposed on the plans. The ROW width is required to be 80 feet and minimum roadway width is 32 feet. The City Engineer has reviewed the plans accordingly. Two access points are required for the land uses proposed, and a
secondary access on Stillwater Way will be required at the time the residential outlots are
developed. A temporary cul-de-sac will be provided in the meantime. A temporary cul-de-sac agreement will ultimately be required.
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Review Comments: City Engineer Comments: See attached memo dated October 10, 2023. The City Engineer has suggested that approval, if
granted, should be conditional upon addressing each review comment in the Engineer’s review memo. Additional information is required from the Applicant, and any public improvements shall be consistent with the City Engineering Design Standards Manual dated January 2022.
Fire Chief Comments: See attached memo dated March 2, 2023.
Landscape Architect Comments: See attached memo dated October 9, 2023. Conditional approval is suggested. Valley Branch Watershed District:
The applicant has submitted a permit application to the Valley Branch Watershed District. Staff
are in communication with the VBWD and seeking to coordinate on permitting reviews and timelines as necessary. It is possible that to meet watershed requirements, the developer will have to modify the development plans.
City Attorney Review:
The City Attorney will need to review the plat documents and title commitment. A plat opinion is required prior to recording of the final plat. A condition has been added. RECOMMENDED FINDINGS OF APPROVAL:
The City Council will be required to make findings in support of a decision to approve or deny the
Applicant’s requests. The following findings could be made by the City to approve the development. Preliminary Plat Findings. Staff recommends approval of the Preliminary Plat based on a
finding that the development does not meet the criteria for denial as follow:
1. That the proposed subdivision is in conflict with the city's comprehensive plan,
development code, capital improvements program, or other policy or regulation. 2. That the physical characteristics of the site, including, but not limited to, topography, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, water storage, and retention, are such that the site is not suitable for the type or intensity of development
or use contemplated.
3. That the design of the subdivision or the proposed improvements are likely to cause substantial and irreversible environmental damage. 4. That the design of the subdivision or the type of improvements will be detrimental to the health, safety, or general welfare of the public.
5. That the design of the subdivision or the type of improvement will conflict with
easements on record or with easements established by judgment of a court. 6. That the subdivision is premature as determined by the standards of this title.
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RECOMMENDED CONDITIONS OF APPROVAL: Staff recommends the City Council approve of the Preliminary Plat request with the following
conditions:
Preliminary Plat. 1. Submission of the Comprehensive Plan amendment to the Metropolitan Council and the receipt of formal notification from the Metropolitan Council that it has reviewed and
approved the proposed Comprehensive Plan amendment for the Property.
2. Prior to the City finding any application for the final plat to be complete, the Applicant must address all comments in the City Engineer’s memo dated October 10, 2023 to the satisfaction of the City. 3. Prior to the City finding any application for the final plat to be complete, the Applicant must
revise the landscape plan and tree preservation plan in accordance with the City Landscape
Architect’s memo dated October 9, 2023 to the satisfaction of the City. 4. Prior to the City finding any application for the final plat to be complete, the Applicant shall demonstrate compliance with the items listed in the September 28, 2023 memo from the Fire Department to the satisfaction of the City.
5. The City Attorney shall issue a plat opinion certifying that the final plat, title evidence, and
all agreements and documents meet the requirements of the City Code and state statutes prior to the City Council review or approval of the final plat. 6. The final plat shall include all necessary and additional public right-of-way and easements. 7. If necessary, the Applicant must provide the City with a copy of written permission from
adjacent property owners for any off-site grading work and storm sewer discharges to
adjacent properties before starting any site work, grading and as part of any final plat application. 8. No flexibility from City standards is provided by this approval. All lots to be platted in this subdivision must meet existing City standards at the time of building permit submittal.
9. Sign permits are required and must comply with the City Code.
10. All public improvements constructed to support the subdivision must be designed and constructed in accordance with the City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer. 11. The Applicant shall verify compliance with Valley Branch Watershed District (“VBWD”)
comments. The Applicant must provide the City with evidence that all conditions attached to
any VBWD permit will be met before the starting of any grading activity on the Property. 12. That the Applicant must obtain all necessary permits including but not limited to all applicable City permits (building, grading, wetland, sign, etc.), NPDES/SWPPP permits and VBWD permits before starting any grading or construction activities.
13. Park dedication shall be paid prior to paid prior to recording of the final plat.
14. The City’s Village AUAR Fee must be paid prior to recording of the final plat. 15. A storm water maintenance and easement agreement in the City’s standard form shall be executed and recorded with the final plat. 16. A landscape license agreement in the City’s standard form shall be executed and recorded
with the final plat.
17. Before the execution and recording of a final plat for the development, the developer or the Applicant shall enter into a Development Agreement with the City. Such an agreement must
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be approved by the City Attorney. The Development Agreement must be approved by the City Council. The agreement shall delineate who is responsible for the design, construction, and payment for the required improvements with financial guarantees therefore. The
agreement shall outline any approved phasing plan.
18. The Applicant or developer must enter into a separate grading agreement with the City before starting any grading activity in advance of final plat approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat and said plan shall document the extent of any proposed grading on the site.
19. The Applicant must submit a revised preliminary plat and project plans meeting all
conditions of approval for City review and approval. The revised Applicant project plans and other materials shall meet all of the above conditions before the City will find complete any final plat application for the development and before the start of any clearing or grading activity on the site.
20. That the Applicant must submit the final plat within 180 days after City Council approval of
the preliminary plat or approval of the preliminary plat shall be considered void unless a request for a time extension is submitted in writing and approved by the City Council.
PREMATURE SUBDIVISIONS Staff acknowledge the City Council’s concerns regarding water appropriations. If the City Council finds that it is not in the best interests of the City to approve development based on the lack of
water appropriations by the Minnesota Department of Natural Resources, then it must make
findings accordingly. Specifically, to deny a proposed preliminary plat, the Council must find that the development meets one or more of the criteria for denial of a plat. The City’s Premature Subdivision ordinance is found in Section 103.00.025.
Subsection C, Lack of adequate water supply, is copied as follows:
Lack of adequate water supply. Unless the city has guided the site of the proposed plat or subdivision as rural by the comprehensive plan, a proposed plat or subdivision may be deemed premature if municipal water is not available to serve the proposed subdivision if
it is developed to its maximum permissible density without causing and unreasonable
depreciation of existing municipal water supplies. The term “available” shall mean
existing or readily extended and funded consistent with the phasing in the comprehensive plan, the capital improvement program, and any relevant city ordinances, plans, and policies. If the site of the proposed plat or subdivision is guided as rural by the
comprehensive plan, a proposed subdivision shall be deemed premature with respect to a
lack of adequate water supply if a private well or wells cannot adequately or safely serve
the proposed subdivision. FISCAL IMPACT: Approval of the Applicant’s requests grants entitlements to the Applicant,
however there would be no fiscal impact to the City at this time. A final plat is required along
with a Development Agreement which will detail public improvements and address fiscal impacts. When the property begins to develop it will have urban services and will require development fees.
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RECOMMENDATION: Staff suggest approval based on compliance with existing City Standards. Options for motions are provided below. Should the City Council seek to modify the findings or conditions, those
should be clearly stated and part of the motion. Should the City Council determine that it would
like to deny the Preliminary Plat, staff suggest that the City Council articulate findings and direct staff to produce a resolution for denial at the next City Council meeting.
Planning Commission Review and Public Hearing The City’s Planning Commission reviewed staff’s report, held a public hearing, and discussed this item at their regular meeting on October 23, 2023. No public comments were received either
before the meeting or at the public hearing. The Planning Commission asked questions to
identify the requirements for the site, understand the development process for this project, including the requested comprehensive plan amendment and rezoning request, and heard from the project’s representative.
After a discussion on the project, the Planning Commission found that the project was consistent with the criteria for approval of the requests and unanimously recommended all four requests to the City Council for approval. EXAMPLE MOTIONS:
APPROVAL “Move to adopt Resolution 2024-007 approving the Preliminary Plat for Bridgewater Village with the findings and conditions therein.”
DENIAL
“Move to direct staff to prepare a resolution for denial based on the findings discussed by the City Council.” ATTACHMENTS: 1. Draft Resolution Approving Development Plans 2. Application Narrative 3. Preliminary Plat and Project Plans 4. Fire Chief Memo 5. Landscape Architect Memo 6. City Engineer Memo 7. Washington County Memo
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CITY OF LAKE ELMO WASHINGTON COUNTY
STATE OF MINNESOTA RESOLUTION NO. 2024-007
RESOLUTION APPROVING THE PRELIMINARY PLAT OF BRIDGEWATER VILLAGE WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing
under the laws of the State of Minnesota; and
WHEREAS, Bridgewater Bancshares, Inc. (the “Applicant”) submitted an application to the City of Lake Elmo for a preliminary plat of Bridgewater Village, for the property legally described on the attached Exhibit A (the “Property”), a copy of the preliminary plat is on file in
the City of Lake Elmo Community Development Department; and
WHEREAS, the Lake Elmo Planning Commission held a public hearing on October 23, 2023 to review and consider the preliminary plat application; and
WHEREAS, the Lake Elmo Planning Commission has submitted its report and
unanimous recommendation of approval of the preliminary plat to the City Council as part of a staff report dated November 8, 2023; and WHEREAS, the City Council considered the preliminary plat at its November 8, 2023
meeting and voted unanimously to table consideration of the item until January 2024 due to ongoing discussion regarding the City’s water appropriations; and WHEREAS, the City Council considered the Requests on January 2, 2024, approved the Comprehensive Plan Amendment, Rezoning, and Conditional Use permit, and agreed to an
extension as requested by the Applicant on the Preliminary Plat until February 20, 2024; and WHEREAS, the City Council considered the preliminary plat at its February 6, 2024, meeting and hereby makes the following findings of fact: 1. That the preliminary plat is consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area.
2. That the preliminary plat complies with the general intent of the Village Medium Density
Residential and Commercial zoning districts.
3. That the preliminary plat generally complies with the Lake Elmo Design Guidelines and Standards Manual.
4. That the preliminary plat generally complies with the City’s subdivision regulations.
5. That the preliminary plat generally complies with the City’s design standards.
6. That the preliminary plat generally complies with the City’s Zoning Code.
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NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby
approve the Bridgewater Village preliminary plat subject to the following conditions:
1. Submission of the Comprehensive Plan amendment to the Metropolitan Council and the
receipt of formal notification from the Metropolitan Council that it has reviewed and approved the proposed Comprehensive Plan amendment for the Property. 2. Prior to the City finding any application for the final plat to be complete, the Applicant must address all comments in the City Engineer’s memo dated October 10, 2023 to the
satisfaction of the City.
3. Prior to the City finding any application for the final plat to be complete, the Applicant must revise the landscape plan and tree preservation plan in accordance with the City Landscape Architect’s memo dated October 9, 2023 to the satisfaction of the City. 4. Prior to the City finding any application for the final plat to be complete, the Applicant
shall demonstrate compliance with the items listed in the September 28, 2023 memo from
the Fire Department to the satisfaction of the City. 5. The City Attorney shall issue a plat opinion certifying that the final plat, title evidence, and all agreements and documents meet the requirements of the City Code and state statutes prior to the City Council review or approval of the final plat.
6. The final plat shall include all necessary and additional public right-of-way and
easements. 7. If necessary, the Applicant must provide the City with a copy of written permission from adjacent property owners for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat
application.
8. No flexibility from City standards is provided by this approval. All lots to be platted in this subdivision must meet existing City standards at the time of building permit submittal. 9. Sign permits are required and must comply with the City Code.
10. All public improvements constructed to support the subdivision must be designed and
constructed in accordance with the City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer. 11. The Applicant shall verify compliance with Valley Branch Watershed District (“VBWD”) comments. The Applicant must provide the City with evidence that all
conditions attached to any VBWD permit will be met before the starting of any grading
activity on the Property. 12. That the Applicant must obtain all necessary permits including but not limited to all applicable City permits (building, grading, wetland, sign, etc.), NPDES/SWPPP permits and VBWD permits before starting any grading or construction activities.
13. Park dedication shall be paid prior to paid prior to recording of the final plat.
14. The City’s Village AUAR Fee must be paid prior to recording of the final plat. 15. A storm water maintenance and easement agreement in the City’s standard form shall be executed and recorded with the final plat. 16. A landscape license agreement in the City’s standard form shall be executed and recorded
with the final plat.
17. Before the execution and recording of a final plat for the development, the developer or the Applicant shall enter into a Development Agreement with the City. Such an agreement must be approved by the City Attorney. The Development Agreement must
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be approved by the City Council. The agreement shall delineate who is responsible for
the design, construction, and payment for the required improvements with financial
guarantees therefore. The agreement shall outline any approved phasing plan. 18. The Applicant or developer must enter into a separate grading agreement with the City before starting any grading activity in advance of final plat approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat and said plan
shall document the extent of any proposed grading on the site.
19. The Applicant must submit a revised preliminary plat and project plans meeting all conditions of approval for City review and approval. The revised Applicant project plans and other materials shall meet all of the above conditions before the City will find complete any final plat application for the development and before the start of any
clearing or grading activity on the site.
20. That the Applicant must submit the final plat within 180 days after City Council approval of the preliminary plat or approval of the preliminary plat shall be considered void unless a request for a time extension is submitted in writing and approved by the City Council.
Passed and duly adopted this 6 day of February, 2024, by the City Council of the City of Lake
Elmo, Minnesota.
___________________________________
Mayor Charles Cadenhead ATTEST:
____________________________________ Julie Johnson, City Clerk
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Resolution 2024-____ Exhibit A
Legal Description of Subject Property
September 22nd, 2023
City of Lake Elmo, MN
3800 Laverne Ave N
Lake Elmo, MN 55042
Bridgewater Village - Mixed Use
Project Narrative
Background
Bridgewater Bancshares, LLC, represented by North Shore Development Partners, is pleased
to be applying for a comprehensive plan amendment, preliminary plat, final plat, zoning map
amendment, and conditional use permit for an approximately 24-acre site for future
development. The site is located at the northwest corner of Stillwater Boulevard N and Manning
Ave N. The proposed project consists of two parcels, the main subject parcel and a County
ROW acquisition (PIDs 1202921440020 and 1202921440022 respectively). The project also
proposed ROW acquisition of a portion of Stillwater Way N which bounds the project on the
northwest side.
The proposed project proposes a first phase of public roadways, public utilities, regional
stormwater, and site mass grading. Future site improvements include commercial development
with a residential component to follow in the future pending favorable market conditions – all of
which is intended to be consistent with Lake Elmo’s 2040 Comprehensive Plan. The commercial
portion of the project will face the south and east along Stillwater Boulevard N and Manning Ave
n (C.S.A.H No. 14, and 15 respectively). The project proposes four commercial buildings within
the proposed 7-acre commercial area. The first phase will include a bank facility on the
southeast corner of the parcel.
Bridgewater Bancshares, Inc & North Shore Development Partners
About Bridgewater Bancshares, Inc. is a St. Louis Park, Minnesota-based financial holding
company. Bridgewater’s primary banking subsidiary, Bridgewater Bank, is a premier, full-service
Twin Cities bank dedicated to serving the diverse needs of commercial real estate investors,
entrepreneurs, business clients and successful individuals. By pairing a range of deposit,
lending and business services solutions with a responsive service model, Bridgewater has seen
continuous growth and profitability. With total assets of $4.3 billion and seven branches as of
December 31, 2022, Bridgewater is considered one of the largest locally led banks in the State
of Minnesota, and has received numerous awards for its growth, banking services and
esteemed corporate culture.
North Shore Development Partners (North Shore) is locally based out of Wayzata, MN with
strong background in high quality multifamily and mixed-use real estate assets for Twin Cities
communities. North Shore has over thirty years of development experience across their
partners. Notable recent projects include The Exchange in New Brighton, MN and The Stax of
Long Lake, in Long Lake, MN. North Shore operates a high standard of quality within their
developments and seeks to provide a sense of community that supports the local growth of
Lake Elmo.
The development team anticipates that this project will kickstart development within this area of
the city with a high standard of quality and workmanship in initial construction, but also in
operation and management.
Buildings
The development team will follow the City of Lake Elmo Design Guidelines and Standards by
putting forth a quality development with buildings of high architectural quality and an efficient
site that will work well for all users, both vehicular and pedestrian. The buildings will be placed in
a manner to ensure good sightlines while also maintaining safe circulation patterns.
Streetscapes, landscaping, and parking areas will be designed to create an enjoyable outdoor
environment of high aesthetic value while also maximizing pervious surfaces. Buildings will be
designed using quality materials and human-scale massing to promote visual interest and
support Lake Elmo’s unique identity.
Site
The site is currently zoned Rural Transitional with a future Land Use of Residential and
Commercial. It is anticipated that the future zoning will be Commercial and V-MDR Village
Medium Density Residential per the City of Lake Elmo’s 2040 Comprehensive Plan. The
development team is working directly with City Planning Staff and MET Council regarding the
proposed residential & commercial acreages as it pertains to the Comprehensive Plan. The
project proposes the commercial area to be approximately 7-acres in size, consistent with the
previously approved Land Use areas per MET Council and the Comprehensive Plan.
The base parcel for the project is ~21.86 acres in size. The project will acquire ~2.77 acres of
previous Washington County ROW area adjacent to the east and is seeking to acquire up to 35’
width of additional City ROW from Stillwater Way N to the northwest. The total site area with the
County ROW area added is ~23.19 acres. Depending on the final area of Stillwater Way N
ROW, the total project area could slightly vary.
Access and Parking
Site access to the overall development will be provided via three access points. An existing curb
cut for C.S.A.H. 14 will be utilized for Linora Avenue North and connect to Stillwater Way North.
Additionally Upper 40th Street North will run east to west through the site before intersecting with
Linden Avenue North. Linden Avenue North will also connect to Stillwater Way North and allow
access to the site at a second location from the north. The proposed Linora Avenue North and
Linden Avenue North will provide turn lanes for exiting the site to allow for improved circulation
of traffic. Two new turn lanes and driveways will be designed for access off the northwest and
northeast from Stillwater Way N. Finally, the project proposes new public roadways within the
development for site circulation and access to all proposed lots. As the project is a phased
approach, the eastern access to Stillwater Way North will be constructed at the time of the
future Townhome development. As part of Phase 1, the project proposes to include a temporary
cul-de-sac on the northeastern road.
Parking will be provided for each use per City Code requirements at the time of site plan
development. Accessible stalls will be provided for each lot in accordance with current
Minnesota accessible parking requirements.
Parks and Trails
The City requires 10% of the proposed development area to be dedicated as a public park. The
project was brought to the City Park Commission during the Sketch Review phase at which time
the Commission made a decision that a public park was not needed at this location. The
Commission requested cash alternatives per Code requirements.
The project is within a regional trail opportunity area per the Lake Elmo 2040 Comprehensive
Plan. The development team has coordinated locations for trail within the site and the
surrounding area with the City of Lake Elmo. The project is currently proposing the addition of
trail through the site along the west side of Linora Avenue North. The City of Lake Elmo has also
requested that trail be included along north side of C.S.A.H. NO. 14 that will connect the existing
trail at the intersection of C.S.A.H. NO. 14 and C.S.A.H. NO. 15 to the proposed trail along the
west side of Linora Avenue North. Additionally, trail is proposed on the south side of Stillwater
Way N. The trail will extend to the west and connect to the existing trail located near the
adjacent Holiday gas station. The trail will also extend to the east and cross Stillwater Way N. to
connect the site trail into the existing Little Blue stream trail.
Grading and Drainage
The project site is proposed to be mass graded for future development as part of the initial
sitework. The proposed site grades will generally be between 1.5% and 4% within roadways
and parking areas. The parking lot and drive aisles will be bounded with curb and gutter to
collect stormwater runoff and direct it to the onsite storm sewer. Landscape grades vary but will
not exceed 3:1. Site grades naturally fall to the south of the parcel where existing drainage is
collected in a culvert and discharged south under the highway. The proposed drainage outfall
will match existing drainage patterns.
Stormwater
Stormwater management for the development will be provided by a stormwater wet pond for
irrigation reuse located in the center of the site and an infiltration basin on the south side of the
site. The irrigation reuse system will be designed per City requirements and will support the
volume management requirement per City and Watershed rules for the commercial lots with the
remainder of the requirement being satisfied by the infiltration basin. The stormwater
management system meets City and Watershed rules for site discharge rate, high water levels,
and water quality treatment.
Utilities
The proposed development will be served by trunk sanitary sewer, storm sewer, and watermain
utilities for the entire site. The proposed public sanitary main will be an extension of the existing
8” PVC stub along C.S.A.H. 14 from the south. This main will be extended north into the site per
City requirements with branches to service both commercial and residential sections. The sewer
extension will require an MCES sanitary sewer extension permit. Sanitary service stubs will be
provided for each lot for future building connection. Services will be private and dedicated to
each use.
The proposed public watermain will be a 12” DIP main extended south from Stillwater Way N.
The existing watermain is at Little Bluestem Trail N and Stillwater Way N. It is anticipated that
some offsite work will be required to bring watermain to the subject parcel. The proposed main
will run to the southern side of the site with 8” loops broken off to service the commercial and
residential areas as necessary. Hydrants will be provided as necessary for adequate fire
suppression coverage for the development. Water service stubs will be provided for each lot for
future building connection. Services will be private and dedicated to each use.
The proposed storm sewer will collect stormwater runoff from each impervious area and convey
drainage to the proposed stormwater management systems as previously discussed.
Landscaping
The proposed site landscaping includes boulevard trees and sod per the City of Lake Elmo
engineering design standards. Future landscaping for the addition of commercial buildings and
VMDR area will be designed in accordance with City of Lake Elmo standards.
Conditional Use Permit
A Conditional Use Permit for the proposed Bridgewater Bank Parcel is requested for the future
drive-thru. The design of the Bank is forthcoming with a future site plan application. The project
requests a CUP be approved for the parcel conditional upon the future design meeting City of
Lake Elmo requirements.
1) Written Statements
a) A listing of contact information including name(s), address(es) and phone number(s) of:
the owner of record, authorized agents or representatives, engineer, surveyor, and any
other relevant associates;
Owner: Bridgewater Bancshares, INC.
2245 excelsior blvd, suite 100,
Saint Louis Park, MN 55416
Owner contact: Jerry Baack
Phone: 952-893-6868
Email: Jerry.Baack@bwbmn.com
Developer: North Shore Development Partners
235 Lake Street East, Suite 300
Wayzata, MN 55391
Developer contact: Matt Alexander
Phone: 952-324-0535
Email: Malexander@northshoredp.com
Architect: Momentum Design Group
755 Prior Avenue N, Suite 301A
Saint Paul, MN 55104
Architect Contact: Jeff Wrede
Email: Jeff@mdgarchitects.com
Engineer: Stantec Consulting Services, INC.
One Carlson Parkway North, Suite 100.
Plymouth, MN 55447
Engineer Contact: Jack Ammerman, PE
Phone: 810-252-1431
Email: Jack.Ammerman@stantec.com
Surveyor: Egan, Field and Nowak, INC.
475 Old Highway 8 NW, Suite 200
New Brighton, MN 55112
Surveyor Contact: Christopher Terwedo, RLS
Phone: 612-466-3368
Email: cterwedo@enfsurvey.com
b) A listing of the following site data: Address, current zoning, parcel size in acres and
square feet, property identification number(s) (PID), and current legal description(s);
Address: Unassigned Stillwater Boulevard N
Lake Elmo, MN 55042
Intersection of C.S.A.H. NO. 14 (Stillwater Boulevard N), C.S.A.H. NO. 15
(Stillwater Boulevard N), and F.K.A. State HWY. NO. 5 (Stillwater Way North)
Current zoning: Rural Transitional (RT)
Parcel size: 24.14 A.C. or 1,051,399 SF
Property Identification Numbers (PID): 1202921440020 & 1202921440022
c) A narrative regarding the history of the property (current and past uses) and any pre-
application discussions with staff.
The property proposed for development has historically been used for agricultural use
and is currently still used for agricultural use. The property has not had any kind of site
improvements and is currently zoned Rural Transitional. Additionally, a portion of the
property was acquired from Washington County that at one point was a previous
highway corridor. Once the highway was re-routed to its current alignment, the County
no longer needed the parcel for transportation needs and transferred the parcel to
Bridgewater Bancshares, LLC. Bridgewater has previously applied with the City of Lake
Elmo in the form of a sketch plan application and the city has provided feedback
regarding planning, engineering, parks, and fire safety. Multiple meetings and additional
coordination and correspondence has taken place between the development team and
the City of Lake Elmo. The results of these meetings and sketch plan review comments
have been incorporated into the project submittal.
d) A specific written description of the proposed use(s).
i) Incorporate information describing how the use will work on the proposed site
including proposed site changes, existing open spaces, landscaping, traffic
circulation, transition areas to adjacent properties, individual uses for existing and
proposed structures, and effects on natural areas (wetlands, forests, etc.) both on-
site and in the general vicinity of the project.
The proposed use for the conditional permit is for commercial lot 3. The expected
proposed site improvements in lot 3 will include a new Bridgewater Bank with a
surface parking lot, underground utilities, and a drive through loop with 2 aisles.
Irrigation will be provided to the site for landscaped and green space areas.
ii) Provide specific details about the use including the number of employees, hours of
operation, maximum number of animals (if applicable), proposed development
schedule, etc.
Number of employees: 15
Number of anticipated clients at any time: 5
Hours of operation: 8 am to 5 pm, Monday through Friday.
Animals are not anticipated to be on site at any time.
Proposed development schedule
Fall ‘24 Planning
1/15/24 Submit Bank for City Entitlements
3/15/24 City Entitlements Achieved
3/15/24 Architect Prepare Drawings
5/15/24 BP submittal
7/1/24 Ground Break
3/1/25 Grand Opening
e) Provide justification that the proposed use meets the following findings:
i) The proposed use will not be detrimental to or endanger the public health, safety,
comfort, convenience or general welfare of the neighborhood or City.
The proposed financial institution with the addition of two drive through lanes, will speed
up the traffic circulation of the site to allow for expedited service to customers. The
proposed use and additional drive through lanes will not impact public health, safety,
comfort, convenience, or general welfare of the public. Any concerns can be coordinated
with city public works and fire marshal.
ii) The use or development conforms to the City of Lake Elmo Comprehensive Plan.
The City of Lake Elmo Comprehensive Plan shows the site area to be designated
commercial. Financial institutions are a permitted use within the commercial zone. The
addition of a drive through loop around the building is a conditional use.
iii) The use or development is compatible with the existing neighborhood.
The development of commercial lot 3 is part of a larger master planed development of
the site that will have additional commercial lots surrounding the proposed lot 3. The
surrounding area has agricultural uses as well as residential.
Preliminary & Final Plat Application
1) Written Statements
a) A listing of contact information including name(s), address(es) and phone number(s) of:
the owner of record, authorized agents or representatives, engineer, surveyor, and any
other relevant associates;
Owner: Bridgewater Bancshares, INC.
2245 excelsior blvd, suite 100,
Saint Louis Park, MN 55416
Owner contact: Jerry Baack
Phone: 952-893-6868
Email: Jerry.Baack@bwbmn.com
Developer: North Shore Development Partners
235 Lake Street East, Suite 300
Wayzata, MN 55391
Developer contact: Matt Alexander
Phone: 952-324-0535
Email: Malexander@northshoredp.com
Engineer: Stantec Consulting Services, INC.
One Carlson Parkway North, Suite 100.
Plymouth, MN 55447
Engineer Contact: Jack Ammerman, PE
Phone: 810-252-1431
Email: Jack.Ammerman@stantec.com
Surveyor: Egan, Field and Nowak, INC.
475 Old Highway 8 NW, Suite 200
New Brighton, MN 55112
Surveyor Contact: Christopher Terwedo, RLS
Phone: 612-466-3368
Email: cterwedo@enfsurvey.com
b) A listing of the following site data: Address, current zoning, parcel size in acres and square
feet, property identification number(s) (PID), and current legal description(s);
Address: Unassigned Stillwater Boulevard N
Lake Elmo, MN 55042
Intersection of C.S.A.H. NO. 14 (Stillwater Boulevard N), C.S.A.H. NO. 15
(Stillwater Boulevard N), and F.K.A. State HWY. NO. 5 (Stillwater Way North)
Current zoning: Rural Transitional (RT)
Parcel size: 24.14 A.C. or 1,051,399 SF
Property Identification Numbers (PID): 1202921440020 & 1202921440022
Current Legal Description: See article 1
c) A listing of general information including: the proposed name of the subdivision, the
number of proposed lots, acreage dedicated for open space or public use, acreage
dedicated within rights of way;
Proposed Name of Subdivision: Bridgewater Village
Proposed Lots: Four commercial lots and multiple outlots for stormwater management and
future residential use.
Per meetings with City of Lake Elmo Parks Commission it was determined that this
subdivision is not to have a dedicated park or public open space.
Proposed lot areas listed below. Note areas have been rounded for clarity. Plat documents
show detailed acreages.
Overall Parcel Area: 1,051,398 SF 24.14 AC
Lot 1, Block 1: 71,682 SF 1.65 AC
Lot 1, Block 2: 71,302 SF 1.64 AC
Lot 2, Block 2: 79,352 SF 1.82 AC
Lot 3, Block 3: 82,871 SF 1.90 AC
OUTLOT A: 30,790 SF 0.71 AC
OUTLOT B: 52,569 SF 1.21 AC
OUTLOT C: 67,100 SF 1.54 AC
OUTLOT D: 280,169 SF 6.43 AC
OUTLOT E: 101602 SF 2.33 AC
Dedicated ROW: 213963 SF 4.91 AC
i) Final exact area calculations of parks, trails, and any other dedicated public open
space; and estimated values of all dedicated land and improvements (trails, park
equipment, sports fields, etc.).
Per feedback from the City of Lake Elmo this site is not expected to be a favorable
location for a park and is not being proposed at this time. Trail is being added per city
direction within the proposed or existing public ROW area.
ii) Final exact area calculations of wetlands and buffers.
There are no wetlands or wetland buffers on site.
iii) Final proposed area calculations for all dedicated right-of-ways.
Total right-of-way to be dedicated to city is 3.88 acres.
iv) Proposed legal descriptions for: all lots, easements to be created (if not being
dedicated on the plat), and easements to be vacated (if any).
Lot 1, Block 1, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
Lot 1, Block 2, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
Lot 2, Block 2, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
Lot 3, Block 2, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
OUTLOT A, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
OUTLOT B, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
OUTLOT C, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
OUTLOT D, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
OUTLOT E, BRIDGEWATER VILLAGE, according to the recorded plat thereof, Washington
County, Minnesota
d) An explanation of how issues have been addressed since the Sketch Plat phase of the
development;
Since the sketch plan submittal, all roads have been changed to public roadways with
public utilities. The typical road sections have been updated to reflect direction of the city
engineer for commercial sections with on street parking. Additional turn lanes have been
added as well as trail in locations requested by the city. Public roadway cross section
geometrics have been revised to meet City Engineer requirements. The proposed site
plan designs for the commercial lots have been updated to address Planning comments
on lot geometric requirements.
e) A narrative explaining the intent of the project and/or your original or revised vision for the
finished product;
The proposed project proposes a first phase of public roadways, public utilities, regional
stormwater, and site mass grading. The first development to be constructed upon
completion of the public roadways and mass grading will be the future Bank parcel on
Lot 3. Future site improvements include the remaining three commercial developments
and ultimately a future residential use pending favorable market conditions – all of which
is intended to be consistent with Lake Elmo’s 2040 Comprehensive Plan. The
commercial portion of the project will face the south and east along Stillwater Boulevard
N and Manning Ave n (C.S.A.H No. 14, and 15 respectively). The project proposes four
commercial buildings within the proposed 7-acre commercial area.
f) A statement showing the proposed density of the project with the method of calculating
said density shown;
The proposed density of the project was calculated using the net residential density
guidelines from the MET council local planning handbook. The total area dedicated for
commercial development is 7 acers per the 2040 City of Lake Elmo Comprehensive plan.
The total commercial area that is proposed is a total lot area of 6.99 acers. The net density
is calculated to be 98 units in total. This is determined by adding the sum of the future
VMDR areas, out lot area A, out lot area B, and a portion of the public ROW. These areas
add up to a total area of 12.23 acers. The 2040 City of Lake Elmo Comprehensive Plan
dictates that in all VMDR areas the density per acer is to be 3.01 to 8 units per acer. So,
using the maximum of 8 units per acer and multiplying the VMDR area of 12.33 we get a
98 as a total number of units per acer. See Article 2 for a specific lot density breakdown
table.
g) Discuss proposed infrastructure improvements and phasing thereof (i.e. proposed
roadways, sewer systems, water systems, sidewalks/trails, parking, etc) necessary to
serve the subdivision;
Infrastructure improvements are discussed on page 1 and 2 of this document.
h) A narrative addressing concerns/issues raised by neighboring properties (discussing your
proposal with the neighboring land owners is recommended to get a sense of what issues
may arise as your application is processed);
There are no known concerns at this time.
i) A description of how conflicts with nearby land uses (livability, value, potential future
development, etc.) and/or disturbances to wetlands or natural areas are being avoided or
mitigated;
There are no conflicts with nearby land uses. The proposed site improvements conform to
the 2040 City of Lake Elmo Comprehensive Plan. There are no impacts to wetlands,
natural areas, or similar.
j) Provide justification that the proposal will not place an excessive burden on roads (traffic),
sewage, water supply, parks, schools, fire, police, or other public facilities/services
(including traffic flows) in the area.
The project area has been included in the 2040 Comprehensive planning for future
development. Sanitary and Water facilities are easily accessible to the parcel and have
sufficient capacity to service the project. Trip generation estimates for traffic projections
have been submitted to the City Engineer and fall within the 2040 comprehensive traffic
projections by the County. The proposed public roadways meet City requirements for
commercial section and access for emergency needs. At ultimate build out there will be
multiple access points to the development for emergency vehicles.
Engineering traffic requirements have been incorporated into the typical sections to avoid
any additional impacts to the surrounding roadways. The development team will address
any other concerns pending city review of applications.
k) If applicable, provide a description of proposed lakeshore access (i.e. shared dock with
multiple slips, individual docks for each lot, etc.);
Not applicable to this project.
l) A description of proposed parks and/or open space. Please include a brief statement on
the proposed ownership and maintenance of said areas;
Per meetings with City of Lake Elmo Parks Commission it was determined that this
subdivision is not to have a dedicated park or public open space. Any open space in the
city ROW will be owned and maintained by the city. Any open space maintenance will be
the responsibility of the individual lot owner for the private parcels.
m) A proposed development schedule indicating the approximate date when construction of
the project, or stages of the same, can be expected to begin and be completed (including
the proposed phasing of construction of public improvements and recreational and
common space areas).
Expected construction schedule:
Public Improvements, public utilities, stormwater BMPs: June 2024
Commercial pad prep & const. bank: aug / sept 2024
Completion public infrastructure: 10/1 2024
Bank complete: 9/1 2025
Future construction of additional commercial lots and VMDR area: TBD
Articles
1) Existing Legal Description:
Title Commitment No 67354:
That part of the East Half of the East Half of the Southeast Quarter of Section 12, Township 29
North, Range 21 West, Washington County, Minnesota, which lies southeasterly of Minnesota
State Highway No. 5, and which lies southwesterly of County State Aid Highway No. 14 and 15,
(Washington County Highway Plat No. 33).
And
That part of the West Half of the East Half of the Southeast Quarter of Section 12, Township 29
North, Range 21 West, Washington County, Minnesota, which lies southeasterly of State
Highway No. 5.
Together with
That part of the north 50 rods of the Northeast Quarter of the Northeast Quarter of Section 13,
Township 29 North, Range, 21 West, Washington County, Minnesota, which lies westerly of
County State Aid Highway No. 15, (Washington County Highway Plat No. 33), and lies northerly
of Parcel 8 of Washington County Highway Right-of-Way Plat No. 178, recorded as Document
No. 4120980 in the Recorder's Office of Washington County, Minnesota.
(Abstract Property)
Title Commitment No. 67354-1:
All that part of Parcel 5 of WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 33,
according to the plat thereof, on file and of record in the Office of the Recorder, Washington
County, Minnesota, which lies westerly of the westerly line of WASHINGTON COUNTY
HIGHWAY RIGHT OF WAY PLAT NO. 179 – C.S.A.H. 15, according to the plat thereof, on file
and of record in the Office of the Recorder for said Washington County, and which lies northerly
of the South 200.00 feet of the Southeast Quarter of the Southeast Quarter of Section 12,
Township 29 North, Range 21 West, Washington County, Minnesota, excepting therefrom the
following:
All that part of the Southeast Quarter of the Southeast Quarter of Section 12, Township 29
North, Range 21 West, Washington County, Minnesota, described as follows: Commencing at
the southeast corner of said Section 12; thence South 89 degrees 20 minutes 50 seconds West,
bearings are based on the Washington County Coordinate System NAD83/1986,
along the south line of said Southeast Quarter of the Southeast Quarter, a distance of 89.38 feet
to boundary corner B104 of WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0.
179 – C.S.A.H. 15, according to the plat thereof on file and of record in the Office of the
Recorder for said County; thence northerly a distance of 4.14 feet, along the westerly line of
said WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 179 – C.S.A.H. 15, on a
curve concave to the west, not tangent to the last described line, said curve having a radius of
1849.86 feet and a central angle of 00 degrees 07 minutes 41 seconds and a chord that bears
North 11 degrees 10 minutes 03 seconds West for a distance of 4.14 feet to boundary corner
B103 of said WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0. 179 – C.S.A.H.
15; thence North 45 degrees 18 minutes 43 seconds East, along said westerly line of
WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0. 179 – C.S.A.H. 15, a distance
of 27.72 feet to boundary corner B1 of said WASHINGTON COUNTY HIGHWAY RIGHT OF
WAY PLAT N0. 179 – C.S.A.H. 15; thence North 00 degrees 06 minutes 02 seconds West,
along said westerly line of WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0. 179
– C.S.A.H. 15, a distance of 413.61 feet to the point of beginning; thence
South 89 degrees 53 minutes 58 seconds West a distance of 59.17 feet; thence North 31
degrees 35 minutes 12 seconds West a distance of 110.43 feet; thence North 05 degrees 27
minutes 53 seconds West a distance of 170.00 feet to a point on the easterly line of
WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0. 33, according to the plat
thereof on file and of record in the Office of the Recorder for said County; thence southeasterly
along said easterly line of WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0. 33 to
the westerly line of said WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 179 –
C.S.A.H. 15; thence South 00 degrees 06 minutes 02 seconds East, along said westerly line of
WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT N0. 179 – C.S.A.H. 15, a distance
of 7.87 feet to the point of beginning.
2): Density Calculation Table:
LAND USE LOT
AREA
(AC)
COMMERCIAL LOTS
COMMERICAL LOT 1 1.64
COMMERCIAL LOT 2 1.64
COMMERCIAL LOT 3 1.81
COMMERCIAL LOT 4 1.9
TOTAL COMMERCIAL AREA 6.99
FUTURE VMDR LOTS
CENTRAL FUTURE VMDR AREA 6.43
WESTERN FUTURE VMDR AREA 2.33
TOTAL FUTURE VMDR AREA 8.76
OUTLOT AREAS
OUTLOT AREA A 0.8
OUTLOT AREA B 1.21
OUTLOT AREA C 1.54
TOTAL OUTLOT AREA 3.55
ROW AREA
ROW DEDICATED VMDR 1.46
ROW DEDICATED COMMERCIAL 2.42
ROW TOTAL 3.88
TOTAL AREA FOR TOWNHOME DENSITY
CALCULATIONS
PER MET COUNCIL LOCAL PLANNING HANDBOOK MAX 8 UNITS / ACRE
VMDR, OUTLOT, AND ROW
DEDICATED VMDR 12.23
NUMBER OF UNITS 98
TOTAL 23.19
APPROXIMATEPROJECTLOCATIONSTILLWATER BLVD NS
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40TH ST NLAKE ELMO AVE N OWNERBRIDGEWATER BANK4450 EXCELSIOR BLVD,SUITE 100ST. LOUIS PARK, MN 55416DEVELOPERNORTH SHORE DEVELOPMENT PARTNERS235 LAKE STREET EASTSUITE 300WAYZATA, MN 55391(P) - 952-324-0535(E) - MALEXANDER@NORTHSHOREDP.COMCONTACT: MATT ALEXANDERVICINITY MAPNOT TO SCALEPRELIMINARY SITE CONSTRUCTION PLANSFORBRIDGEWATER VILLAGELAKE ELMO, MINNESOTA 55042SEPTEMBER 2023PROJECT LOCATIONCITY: LAKE ELMOCOUNTY: WASHINGTONTHIS PLANSET CONTAINS 71 SHEETSDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\G-001 COVER SHEET.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 4:54:33 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGG-001COVER SHEETENGINEERSTANTEC CONSULTING SERVICES INC.1 CARLSON PKWY NPLYMOUTH, MN 55447(E) - JACK.AMMERMAN@STANTEC.COMCONTACT: JACK AMMERMAN, P.E.SHEET INDEXSheet NumberSheet TitleG-001COVER SHEETG-003LEGENDG-005TYPICAL SECTIONSG-006TYPICAL SECTIONSG-007MASTER PLANG-008EXISTING COMP PLAN EXHIBITG-009PROPOSED COMP PLAN EXHIBITG-010COMMERCIAL LOT 1G-011COMMERCIAL LOT 2G-012COMMERCIAL LOT 3G-013COMMERCIAL LOT 4C-001EXISTING, REMOVALS, AND PRE-CONSTRUCTION EROSION CONTROLC-002EXISTING, REMOVALS, AND PRE-CONSTRUCTION EROSION CONTROLC-003EXISTING, REMOVALS, AND PRE-CONSTRUCTION EROSION CONTROLC-101GRADING, DRAINAGE, AND POST CONSTRUCTION EROSION CONTROLC-102GRADING, DRAINAGE, AND POST CONSTRUCTION EROSION CONTROLC-103GRADING, DRAINAGE, AND POST CONSTRUCTION EROSION CONTROLC-104SWPPPC-201SANITARY AND WATER PLAN AND PROFILEC-202SANITARY AND WATER PLAN AND PROFILEC-203SANITARY AND WATER PLAN AND PROFILEC-204SANITARY AND WATER PLAN AND PROFILEC-205SANITARY AND WATER PLAN AND PROFILEC-206SANITARY AND WATER PLAN AND PROFILEC-207SANITARY AND WATER PLAN AND PROFILEC-208SANITARY AND WATER PLAN AND PROFILEC-209SANITARY AND WATER PLAN AND PROFILEC-210SANITARY AND WATER PLAN AND PROFILEC-211SANITARY AND WATER PLAN AND PROFILEC-212SANITARY AND WATER PLAN AND PROFILEC-213SANITARY AND WATER PLAN AND PROFILEC-214SANITARY AND WATER PLAN AND PROFILEC-215SANITARY AND WATER PLAN AND PROFILEC-301OVERALL STORM SEWER PLANC-302STREET AND STORM SEWER PLAN AND PROFILEC-303STREET AND STORM SEWER PLAN AND PROFILEC-304STREET AND STORM SEWER PLAN AND PROFILEC-305STREET AND STORM SEWER PLAN AND PROFILEC-306STREET AND STORM SEWER PLAN AND PROFILEC-307STREET AND STORM SEWER PLAN AND PROFILEC-308STREET AND STORM SEWER PLAN AND PROFILEC-309STREET AND STORM SEWER PLAN AND PROFILEC-310STREET AND STORM SEWER PLAN AND PROFILEC-311STREET AND STORM SEWER PLAN AND PROFILEC-312STREET AND STORM SEWER PLAN AND PROFILEC-313STREET AND STORM SEWER PLAN AND PROFILEC-314STREET AND STORM SEWER PLAN AND PROFILEC-315STREET AND STORM SEWER PLAN AND PROFILEC-316STREET AND STORM SEWER PLAN AND PROFILEC-317STREET AND STORM SEWER PLAN AND PROFILEC-318STREET AND STORM SEWER PLAN AND PROFILEC-401UPPER 40TH STREET N. AND LINDEN AVENUE N. CROSS SECTIONSC-402LINDEN AVENUE N. AND STILLWATER WAY N. CROSS SECTIONSC-403LINORA AVENUE NORTH CROSS SECTIONSC-501STREET SIGNAGE, LIGHTING, AND PAVEMENT MARKING PLANC-502STREET SIGNAGE, LIGHTING, AND PAVEMENT MARKING PLANC-601POND AND IRRIGATION REUSE PLANC-602IRRIGATION REUSE PLANC-801DETAILSC-802DETAILSC-803DETAILSC-804DETAILSC-805DETAILSC-806IRRIGATION REUSE DETAILSC-807DETAILSL-101TREE PRESERVATION PLANL-201LANDSCAPE PLANL-202LANDSCAPE PLANL-203LANDSCAPE PLANL-801LANDSCAPE DETAILSL-802LANDSCAPE DETAILS
PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50STOOP
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MANNING AVE NUPPER 40TH STREET NORTHLINORA AVENUE NORTH
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DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\G-007 MASTER PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 4:57:46 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGG-007MASTER PLAN( IN FEET )GRAPHIC SCALE1 inch = 80 ft.080160801.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.LOT LAYOUTS SHOWN ARE FOR REFERENCE AND MASTER PLANONLY. SCOPE OF CURRENT SET ONLY TO INCLUDE ADDITION OFPUBLIC ROADWAYS, STORM WATER BMPS, AND SITE GRADINGFOR COMMERCIAL LOTS. INDIVIDUAL BUILDINGS AND SITEIMPROVEMENTS WITHIN COMMERCIAL LOTS AND VMDR AREATO BE DESIGNED AT A LATER PHASE OF THE PROJECT.NOTES
TPTPEBEB
EXISTING COMMERCIALAREA - 6.46 ACEXISTING VMDRAREA - 17.67 AC( IN FEET )GRAPHIC SCALE01 inch = 60 ft.6012060G-008EXISTING COMP PLANEXHIBITDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\2 EXHIBITS\2023-0914 COMP PLAN EXHIBIT.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 4:59:02 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLEGENDEXISTING VMDR AREA PER 2040COMP PLANEXISTING COMMERCIAL AREA PER2040 COMP PLAN
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0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESOUTLOT AREA A: 0.80 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL
BUILDING
AREA: 12,500 SF
FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRESPROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50PROPOSED VMDRAREA - 16.19 ACPROPOSED COMMERCIALAREA - 7.0 ACG-009PROPOSED COMPPLAN EXHIBIT( IN FEET )GRAPHIC SCALE01 inch = 60 ft.6012060DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\2 EXHIBITS\2023-0914 COMP PLAN EXHIBIT.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 4:59:09 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLEGENDPROPOSED VMDR AREAPROPOSED COMMERCIAL AREA
PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00COMMERCIAL LOT 1: 1.64 ACRES179161622126BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINEDRAINAGE AND UTILITY EASEMENT LINEBUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINEDRAINAGE AND UTILITY EASEMENT LINE9'18'22'22'22'31.5'46.1'137.9'91.1'25.5'46.1'11.2'23'22'32'290.9'244'G-010COMMERCIAL LOT 1( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\2 EXHIBITS\LOT AREA EXHIBITS\2023-0607 SITE CONCEPT LAYOUT.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:00:37 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLOT LINEEASEMENT LINESETBACK LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNT#
PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00COMMERCIAL AREA LOT 2: 1.64 ACRES128171187BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINEDRAINAGE AND UTILITY EASEMENT LINEBUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINEDRAINAGE AND UTILITY EASEMENT LINE66.3'84'50.1
'117.7'BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINE12'47'21.8
'67'22'22'22'9'18'73.4
'153.7'22'22'22'
22'244'209.6'43.3'
12
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'23.6'16'G-011COMMERCIAL LOT 2( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\2 EXHIBITS\LOT AREA EXHIBITS\2023-0607 SITE CONCEPT LAYOUT.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:00:41 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLOT LINEEASEMENT LINESETBACK LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNT#
PROPOSED BA
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0PROPOSED OFFICE BUILDING 1COMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRES1711715894719BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINEDRAINAGE AND UTILITY EASEMENT LINE50.1'21.8'22'73.4'94.4'114.6'87.2'
115.6'153.7'BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINE9'18'22'22'22'22'22'
22
'22'22'16'31.3'43.3'127.5'32.2'195.7'23.6'16'21.9'64.6'G-012COMMERCIAL LOT 3( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\2 EXHIBITS\LOT AREA EXHIBITS\2023-0607 SITE CONCEPT LAYOUT.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:00:45 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLOT LINEEASEMENT LINESETBACK LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNT#
COMMERCIAL AREA LOT 4: 1.90 ACRESPROPOSED RETAILBUILDINGAREA: 12,500 SFFFE: 938.0019
1612913BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINEDRAINAGE AND UTILITY EASEMENT LINE22'32'70.1'51.4
'80.9'16'31.3'38.3'18'9'BUILDING SETBACK LINEPARKING/LANDSCAPE SETBACK LINE127.5'32.2'329.7'236.9'195.7'21.9'22'22'2
2
'22'22'41.7'133.6'G-013COMMERCIAL LOT 4( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\2 EXHIBITS\LOT AREA EXHIBITS\2023-0607 SITE CONCEPT LAYOUT.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:00:50 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGLOT LINEEASEMENT LINESETBACK LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERPROPOSED PARKING COUNT#
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939939 939939TEMPORARY SEDIMENT BASINWITH APPROXIMATELY 24.2ACRES OF CONTRIBUTINGDRAINAGE * 1800 CF/AC =43,560 CF = 1.0 AF OFTEMPORARY STORAGEDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-004 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:02:24 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080C-001EXISTING, REMOVALS, ANDPRE-CONSTRUCTIONEROSION CONTROLCITY STANDARD EROSIONCONTROL NOTES1.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT MINNESOTA POLLUTIONCONTROL AGENCY (MPCA) BEST MANAGEMENT PRACTICES (BMP) TO CONTROL SITESILTATION AND EROSION INTO DRAINAGE WAYS. THE CONTRACTOR SHALL COMPLY WITH ALLCONDITIONS AND COMPLETION DATES RELATIVE TO ALL PERMITS ISSUED FOR THE WORK TOBE COMPLETED. THE ENGINEER MAY ISSUE A STOP WORK ORDER FOR ALL DEVELOPMENTWORK AND BUILDING CONSTRUCTION FOR NONCOMPLIANCE WITH THESE MEASURES.2.SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE IN PLACEAND APPROVED BY ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION OR CONSTRUCTIONAND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHEDAND APPROVED BY THE ENGINEER.3.SILT FENCE. THE CONTRACTOR SHALL INSTALL SILT FENCE AT THE LOCATIONS SHOWN ONTHE PLANS AND IN ACCORDANCE WITH THE CITY STANDARD DETAILS. SILT FENCE DAMS ANDINTERIM SUMPS SHALL BE PLACED TO INTERCEPT SILT FROM CONCENTRATED RUNOFF FROMOPEN GRADED AREAS. ADDITIONAL SILT FENCE SHALL BE REQUIRED AS DIRECTED BY THEENGINEER.4.STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPINGSYSTEMS PLACED AROUND THE ENTIRE PERIMETER.5.INLET PROTECTION. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL EXISTINGSTORM SEWER INLETS IN ACCORDANCE WITH THE CITY STANDARD DETAILS. INLETPROTECTION SHALL ALSO BE PROVIDED ON ALL PROPOSED STORM SEWER INLETSIMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. INLET PROTECTION MUST BEINSTALLED IN A MANNER THAT WILL NOT IMPOUND WATER FOR EXTENDED PERIODS OF TIMEOR IN A MANNER THAT PRESENTS A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC.6.TEMPORARY SEDIMENT BASINS. THE CONTRACTOR SHALL INCORPORATE TEMPORARYSEDIMENT BASINS THROUGHOUT THE CONSTRUCTION SITE TO CAPTURE RUNOFF AND SLOWTHE FLOW OF WATER AND ALLOW SEDIMENT TO SETTLE OUT. TEMPORARY SEDIMENT BASINSSHALL BE INSTALLED AS DIRECTED BY THE CITY ENGINEER.7.ROCK CONSTRUCTION ENTRANCE. A ROCK CONSTRUCTION ENTRANCE SHALL BECONSTRUCTED AND MAINTAINED AS SHOWN ON THE PLAN TO REDUCE TRACKING OF SILT ANDDIRT ONTO THE PUBLIC STREETS. A GEOTEXTILE FABRIC SHALL BE PLACED UNDERNEATH THEROCK. THE ROCK SHALL BE PERIODICALLY REPLENISHED TO MAINTAIN THE INTENDEDPERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED OR SCRAPED FROM TIRES ANDVEHICLE UNDERCARRIAGE PRIOR TO LEAVING THE SITE.8.STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HAUL ROUTES USEDFOR CONSTRUCTION EQUIPMENT AND MATERIAL SUPPLIES SHALL BE CLEANED AT THE ENDOF EACH WORKING DAY. THE CITY OR ENGINEER MAY ORDER ADDITIONAL SWEEPING OF THESTREETS AS DEEMED REQUIRED AT DEVELOPER/CONTRACTOR EXPENSE.9.DEWATERING. EACH EXCAVATION SHALL BE KEPT DRY DURING THE COURSE OF ALL WORKHEREIN, INCLUDING SUBGRADE CORRECTION, PIPE INSTALLATION, STRUCTURECONSTRUCTION AND BACKFILLING, TO THE EXTENT THAT NO DAMAGE FROM HYDROSTATICPRESSURE, FLOATATION OR OTHER DAMAGE RESULTS. ALL EXCAVATIONS SHALL BEDEWATERED TO A DEPTH OF AT LEAST 3 INCHES BELOW THE BOTTOM OF THE CONCRETESLAB OR PIPE TO BE INSTALLED THEREIN. THE CONTRACTOR MAY USE ANY METHOD ORCOMBINATION OF METHODS FOR DEWATERING HE CHOOSES; HOWEVER, ALL DEWATERINGMETHODS AND EQUIPMENT WHICH IN THE OPINION OF THE ENGINEER, ARE INEFFECTIVESHALL BE ABANDONED, IMPROVED, REPLACED OR THERWISE ALTERED TO OBTAIN EFFECTIVEDEWATERING. THE CONTRACTOR SHALL PROVIDE ALL POWER, PUMPS, MATERIALS ANDAPPARATUS NECESSARY, AND SHALL BE RESPONSIBLE FOR DISPOSING OF THE WATERPUMPED FROM THE EXCAVATION IN A MANNER WHICH WILL NOT INTERFERE WITH OTHERWORK WITHIN THE AREA AND NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY. THECONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CONDITION OF ANY PIPE, CONDUIT,DITCH, CHANNEL OR NATURAL WATERCOURSE UTILIZED FOR DRAINAGE PURPOSES, AND ALLEROSION, SEDIMENT OR OTHER ADVERSE RESULTS OF THEIR USE SHALL BE REPAIRED.10.POSITIVE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MAINTAIN POSITIVEDRAINAGE THROUGHOUT THE SITE AT ALL TIMES. LOW POINTS WITHIN AND ALONG ROADWAYSARE EXPRESSLY PROHIBITED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARYDITCHES, PIPING OR OTHER MEANS TO FACILITATE PROPER DRAINAGE DURINGCONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSION, WOOD FIBERBLANKET SHALL BE PLACED IMMEDIATELY ON STEEP SLOPES (3:1 OR GREATER) ANDEMBANKMENTS, PERMANENT AND TEMPORARY PONDS, AND OUTLETS AND OVERFLOWS TOPROTECT THE COMPLETED GRADE AND MINIMIZE SILT IN THE RUNOFF.11.DRAINAGE DITCHES. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENTDRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THECONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200LINEARL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISHARGE INTO ANYSURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE LAST 200LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACEWATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENTDITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO ASURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY ORPERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEINGUSED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCHCHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUSTBE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENTCONTAINMENT SYSTEM.12.MAINTENANCE AND INSPECTION. EROSION CONTROL MEASURES SHALL BE MAINTAINEDTHROUGHOUT THE CONSTRUCTION AND UNTIL SATISFACTORY ESTABLISHMENT OFPERMANENT GROUND COVER IS OBTAINED. ALL EROSION AND SEDIMENTATION CONTROLMEASURES, AND STORMWATER OUTFALLS MUST BE INSPECTED WEEKLY, AND WITHIN 24HOURS OF THE SITE RECIEVING 0.5 INCHES OF RAIN. REPAIRS MUST BE MADE ON THE SAMEDAY OR FOLLOWING DAY OF THE INSPECTION. UNSATISFACTORY CONDITIONS NOT REPAIREDOR CLEANED UP WITHIN 48-HOURS OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER,AND/OR SAID WORK SHALL BE COMPLETED AT CONTRACTOR'S EXPENSE.1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4.CONSTRUCTION LIMITS ARE SHOWN OFFSET FROM PROPERTYLINE FOR CLARITY, WHERE APPLICABLE.5.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.6.EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OFEXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OFDISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE ASNECESSARY TO INSTALL PROPOSED IMPROVEMENTS.7.CONTRACTOR SHALL EVALUATE LIMITS OF REMOVAL FORPROPOSED UTILITY INSTALLATION. IN THE EVENT THAT CURBAND PAVEMENT ARE IMPACTED IN ADDITION TO THE SIDEWALKCONTRACTOR SHALL REPLACE EXISTING CURB AND PAVEMENTTO MATCH EXISTING CONDITIONS PER CITY STANDARDS ANDREQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.8.ELECTRICAL SERVICE LINES MAY NOT BE SHOWN WITHINBOULEVARD ROW ON SURVEY. CONTRACTOR TO COORDINATEWITH UTILITY SERVICE PROVIDER AND ENSURE THAT DRYUTILITY SERVICE LINES ARE PROTECTED THROUGHOUTCONSTRUCTION ALONG THE PROPOSED SANITARY ALIGNMENTNOTESCITY STANDARD EROSIONCONTROL NOTES13.REMOVAL. THE CONTRACTOR SHALL REMOVE AND DISPOSE OFALL TEMPORARY EROSION CONTROL MEASURES, STRUCTURESAND DEVICES ONLY AFTER RECEIVING ENGINEER APPROVAL.ALL DEBRIS, STAKES, AND SILTS ALONG SILT FENCES SHALL BEREMOVED AND DISPOSED OFF SITE. THE CONTRACTOR SHALLHAND RAKE SILTED AREAS ALONG THE FENCE LOCATIONS TOPROVIDE A SMOOTH FINAL GRADE AND SHALL RESTORE THEGROUND SURFACE WITH SEED OR SOD, AS REQUIRED, TOMATCH THE FINISHED GRADE TO THE ADJACENT AREA.14.CONCRETE WASHOUT ONSITE. ALL LIQUID AND SOLID WASTESGENERATED BY CONCRETE WASHOUT OPERATIONS MUST BECONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY ORIMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOESONT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER ISCONSIDERED IMPERMEABLE LINER. THE LIQUID AND SOLIDWASTES MUST NOT CONTACT THE GROUND, AND THERE MUSTNOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONSOR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OFPROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. ASIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUTFACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TOUTILIZE THE PROPER FACILITIES.
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DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:02:31 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGC-002EXISTING, REMOVALS, ANDPRE-CONSTRUCTIONEROSION CONTROL( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050SEE SHEET C-003SEE ABOVESEE SHEET C-0031.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4.CONSTRUCTION LIMITS ARE SHOWN OFFSET FROM PROPERTYLINE FOR CLARITY, WHERE APPLICABLE.5.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.6.EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OFEXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OFDISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE ASNECESSARY TO INSTALL PROPOSED IMPROVEMENTS.7.CONTRACTOR SHALL EVALUATE LIMITS OF REMOVAL FORPROPOSED UTILITY INSTALLATION. IN THE EVENT THAT CURBAND PAVEMENT ARE IMPACTED IN ADDITION TO THE SIDEWALKCONTRACTOR SHALL REPLACE EXISTING CURB AND PAVEMENTTO MATCH EXISTING CONDITIONS PER CITY STANDARDS ANDREQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.8.ELECTRICAL SERVICE LINES MAY NOT BE SHOWN WITHINBOULEVARD ROW ON SURVEY. CONTRACTOR TO COORDINATEWITH UTILITY SERVICE PROVIDER AND ENSURE THAT DRYUTILITY SERVICE LINES ARE PROTECTED THROUGHOUTCONSTRUCTION ALONG THE PROPOSED SANITARY ALIGNMENTNOTES1.REMOVAL ITEMS1.1.REMOVE CONCRETE PAVEMENT1.2.REMOVE CURB AND GUTTER1.3.REMOVE GRAVEL SURFACING1.4.REMOVE TREE1.5.RELOCATE OVERHEAD UTILITY LINE, POLES, ANCHORCABLES - COORDINATE WITH UTILITY SERVICE PROVIDER1.6.REMOVE SIGN AND POST1.7.REMOVE SANITARY SEWER1.8.REMOVE STORM SEWER1.9.REMOVE CULVERT1.10.REMOVE BITUMINOUS PAVEMENT1.11.SAWCUT PAVEMENT1.12.REMOVE FES1.13.CONTRACTOR TO REMOVE EXISTING ZAYO FIBER OPTICLINE - LINE PREVIOUSLY ABANDONED1.14.REMOVE CATCH BASIN MANHOLE2.PROTECT ITEM2.1.PROTECT EXISTING STORM SEWER AND STRUCTURES2.2.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.3.PROTECT EXISTING WATERMAIN AND APPURTENANCES2.4.PROTECT OVERHEAD UTILITY LINE AND ALLAPPURTENANCES2.5.PROTECT EXISTING BITUMINOUS PAVEMENT2.6.PROTECT EXISTING CURB AND GUTTER2.7.PROTECT EXISTING UNDERGROUND COMMUNICATIONSLINE3.EROSION CONTROL ITEM3.1.INLET PROTECTION - SEE DETAIL 4/C-804 AND 604/C-8043.2.CULVERT END PROTECTION - SEE DETAIL 3/C-8043.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 605/C-8043.4.TREE PROTECTION (TYP.) - SEE DETAIL LP1.0/C-8033.5.SILT FENCE - SEE DETAIL 601/C-8043.5.1.DOUBLE SILT FENCE3.6.TEMPORARY SEDIMENT TRAP - SEE DETAIL 5/C-8043.7.ROCK CHECK DAM - SEE DETAIL 2/C-8043.8.TEMPORARY DIVERSION DITCHKEYNOTES#SEE BELOW
( IN FEET )GRAPHIC SCALE01 inch = 20 ft.204020
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TEMPORARY SEDIMENT BASINWITH APPROXIMATELY 24.2ACRES OF CONTRIBUTINGDRAINAGE * 1800 CF/AC =43,560 CF = 1.0 AF OFTEMPORARY STORAGE2.51.22.41.63.13.13.13.21.123.33.43.43.42.12.22.21.132.41.121.21.103.42.11.112.12.22.22.22.12.22.51.22.43.53.53.53.53.73.83.63.73.73.73.73.73.83.83.5.12.22.22.22.12.12.72.62.62.62.62.22.12.53.11.4DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-004 REMOVALS AND PRECONSTRUCTION EROSION CONTROL PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:02:35 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGC-003EXISTING, REMOVALS, ANDPRE-CONSTRUCTIONEROSION CONTROL( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050SEE SHEET C-0021.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.3.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.4.CONSTRUCTION LIMITS ARE SHOWN OFFSET FROM PROPERTYLINE FOR CLARITY, WHERE APPLICABLE.5.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.6.EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OFEXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OFDISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE ASNECESSARY TO INSTALL PROPOSED IMPROVEMENTS.7.CONTRACTOR SHALL EVALUATE LIMITS OF REMOVAL FORPROPOSED UTILITY INSTALLATION. IN THE EVENT THAT CURBAND PAVEMENT ARE IMPACTED IN ADDITION TO THE SIDEWALKCONTRACTOR SHALL REPLACE EXISTING CURB AND PAVEMENTTO MATCH EXISTING CONDITIONS PER CITY STANDARDS ANDREQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.8.ELECTRICAL SERVICE LINES MAY NOT BE SHOWN WITHINBOULEVARD ROW ON SURVEY. CONTRACTOR TO COORDINATEWITH UTILITY SERVICE PROVIDER AND ENSURE THAT DRYUTILITY SERVICE LINES ARE PROTECTED THROUGHOUTCONSTRUCTION ALONG THE PROPOSED SANITARY ALIGNMENTNOTES1.REMOVAL ITEMS1.1.REMOVE CONCRETE PAVEMENT1.2.REMOVE CURB AND GUTTER1.3.REMOVE GRAVEL SURFACING1.4.REMOVE TREE1.5.RELOCATE OVERHEAD UTILITY LINE, POLES, ANCHORCABLES - COORDINATE WITH UTILITY SERVICE PROVIDER1.6.REMOVE SIGN AND POST1.7.REMOVE SANITARY SEWER1.8.REMOVE STORM SEWER1.9.REMOVE CULVERT1.10.REMOVE BITUMINOUS PAVEMENT1.11.SAWCUT PAVEMENT1.12.REMOVE FES1.13.CONTRACTOR TO REMOVE EXISTING ZAYO FIBER OPTICLINE - LINE PREVIOUSLY ABANDONED1.14.REMOVE CATCH BASIN MANHOLE2.PROTECT ITEM2.1.PROTECT EXISTING STORM SEWER AND STRUCTURES2.2.PROTECT EXISTING SANITARY SEWER AND STRUCTURES2.3.PROTECT EXISTING WATERMAIN AND APPURTENANCES2.4.PROTECT OVERHEAD UTILITY LINE AND ALLAPPURTENANCES2.5.PROTECT EXISTING BITUMINOUS PAVEMENT2.6.PROTECT EXISTING CURB AND GUTTER2.7.PROTECT EXISTING UNDERGROUND COMMUNICATIONSLINE3.EROSION CONTROL ITEM3.1.INLET PROTECTION - SEE DETAIL 4/C-804 AND 604/C-8043.2.CULVERT END PROTECTION - SEE DETAIL 3/C-8043.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 605/C-8043.4.TREE PROTECTION (TYP.) - SEE DETAIL LP1.0/C-8033.5.SILT FENCE - SEE DETAIL 601/C-8043.5.1.DOUBLE SILT FENCE3.6.TEMPORARY SEDIMENT TRAP - SEE DETAIL 5/C-8043.7.ROCK CHECK DAM - SEE DETAIL 2/C-8043.8.TEMPORARY DIVERSION DITCHKEYNOTES#
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0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESOUTLOT AREA A: 0.80 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL
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AREA: 12,500 SF
FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRESPROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►TEMPORARYCUL-DE-SACEND OF PERMANENTCONSTRUCTION►►►►►►►►►►►►►►SOIL CORRECTION WILL BEREQUIRED FOR SURFACEINFILTRATION BASIN. SEE NOTES11,12, AND 13 ON SHEET C-101 FORSPECIFIC INFORMATIONDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-301 GRADING PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:04:46 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080C-101GRADING, DRAINAGE, ANDPOST CONSTRUCTIONEROSION CONTROL12.MAINTENANCE AND INSPECTION. EROSION CONTROL MEASURES SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION AND UNTIL SATISFACTORYESTABLISHMENT OF PERMANENT GROUND COVER IS OBTAINED. ALL EROSION ANDSEDIMENTATION CONTROL MEASURES, AND STORMWATER OUTFALLS MUST BEINSPECTED WEEKLY, AND WITHIN 24 HOURS OF THE SITE RECIEVING 0.5 INCHES OFRAIN. REPAIRS MUST BE MADE ON THE SAME DAY OR FOLLOWING DAY OF THEINSPECTION. UNSATISFACTORY CONDITIONS NOT REPAIRED OR CLEANED UPWITHIN 48-HOURS OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER,AND/OR SAID WORK SHALL BE COMPLETED AT CONTRACTOR'S EXPENSE.13.REMOVAL. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPORARYEROSION CONTROL MEASURES, STRUCTURES AND DEVICES ONLY AFTERRECEIVING ENGINEER APPROVAL. ALL DEBRIS, STAKES, AND SILTS ALONG SILTFENCES SHALL BE REMOVED AND DISPOSED OFF SITE. THE CONTRACTOR SHALLHAND RAKE SILTED AREAS ALONG THE FENCE LOCATIONS TO PROVIDE A SMOOTHFINAL GRADE AND SHALL RESTORE THE GROUND SURFACE WITH SEED OR SOD, ASREQUIRED, TO MATCH THE FINISHED GRADE TO THE ADJACENT AREA.14.FINAL STORM SEWER SYSTEM. AT THE COMPLETION OF THE WORK AND BEFORETHE FINAL WALK THROUGH, THE CONTRACOR SHALL REMOVE STORM SEWER INLETPROTETION MEASURES AND THOROUGHLY FLUSH THE STORM SEWER SYSTEM.SEDIMENT AND DEBRIS SHALL BE COMPLETELY REMOVED AND CLEANED AT THEINLETS, OUTLETS, AND DOWNSTREAM OF EACH OUTLET. RIPRAP AND GEOTEXTILEFABRIC MAY REQUIRE REPLACEMENT AS DIRECTED BY THE ENGINEER TO OBTAIN ALIKE NEW INSTALLATION ACCEPTABLE TO THE CITY,15.DITCH CHECK (BIOROLL BLANKET SYTEM). BIOROLL AND BLANKET SYSTEMS SHALLBE INSTALLED AS DITCH CHECKS ONLY IN SPECIFIED LOCATIONS AS APPROVED BYTHE CITY ENGINEER. BIOROLLS ARE NOT UTILIZED IN AREAS WHERE VEHICLE ANDCONSTRUCTION TRAFFIC OCCUR.16.CONCRETE WASHOUT ONSITE. ALL LIQUID AND SOLID WASTES GENERATED BYCONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOFCONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THATDOES ONT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDEREDIMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THEGROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUTOPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OFPROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BEINSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETEEQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.1.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT MINNESOTAPOLLUTION CONTROL AGENCY (MPCA) BEST MANAGEMENT PRACTICES (BMP) TOCONTROL SITE SILTATION AND EROSION INTO DRAINAGE WAYS. THE CONTRACTORSHALL COMPLY WITH ALL CONDITIONS AND COMPLETION DATES RELATIVE TO ALLPERMITS ISSUED FOR THE WORK TO BE COMPLETED. THE ENGINEER MAY ISSUE ASTOP WORK ORDER FOR ALL DEVELOPMENT WORK AND BUILDING CONSTRUCTIONFOR NONCOMPLIANCE WITH THESE MEASURES.2.SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BEIN PLACE AND APPROVED BY ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION ORCONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVERHAS BEEN ESTABLISHED AND APPROVED BY THE ENGINEER.3.SILT FENCE. THE CONTRACTOR SHALL INSTALL SILT FENCE AT THE LOCATIONSSHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CITY STANDARD DETAILS. SILTFENCE DAMS AND INTERIM SUMPS SHALL BE PLACED TO INTERCEPT SILT FROMCONCENTRATED RUNOFF FROM OPEN GRADED AREAS. ADDITIONAL SILT FENCESHALL BE REQUIRED AS DIRECTED BY THE ENGINEER.4.STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENTTRAPPING SYSTEMS PLACED AROUND THE ENTIRE PERIMETER.5.INLET PROTECTION. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALLEXISTING STORM SEWER INLETS IN ACCORDANCE WITH THE CITY STANDARD DETAILS.INLET PROTECTION SHALL ALSO BE PROVIDED ON ALL PROPOSED STORM SEWERINLETS IMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. INLET PROTECTIONMUST BE INSTALLED IN A MANNER THAT WILL NOT IMPOUND WATER FOR EXTENDEDPERIODS OF TIME OR IN A MANNER THAT PRESENTS A HAZARD TO VEHICULAR ORPEDESTRIAN TRAFFIC.6.ROCK CONSTRUCTION ENTRANCE. A ROCK CONSTRUCTION ENTRANCE SHALL BECONSTRUCTED AND MAINTAINED AS SHOWN ON THE PLAN TO REDUCE TRACKING OFSILT AND DIRT ONTO THE PUBLIC STREETS. A GEOTEXTILE FABRIC SHALL BE PLACEDUNDERNEATH THE ROCK. THE ROCK SHALL BE PERIODICALLY REPLENISHED TOMAINTAIN THE INTENDED PERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED ORSCRAPED FROM TIRES AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING THE SITE.7.STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HAUL ROUTESUSED FOR CONSTRUCTION EQUIPMENT AND MATERIAL SUPPLIES SHALL BE CLEANEDAT THE END OF EACH WORKING DAY. THE CITY OR ENGINEER MAY ORDERADDITIONAL SWEEPING OF THE STREETS AS DEEMED REQUIRED ATDEVELOPER/CONTRACTOR EXPENSE.8.DEWATERING. EACH EXCAVATION SHALL BE KEPT DRY DURING THE COURSE OF ALLWORK HEREIN, INCLUDING SUBGRADE CORRECTION, PIPE INSTALLATION, STRUCTURECONSTRUCTION AND BACKFILLING, TO THE EXTENT THAT NO DAMAGE FROMHYDROSTATIC PRESSURE, FLOATATION OR OTHER DAMAGE RESULTS. ALLEXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 3 INCHES BELOW THEBOTTOM OF THE CONCRETE SLAB OR PIPE TO BE INSTALLED THEREIN. THECONTRACTOR MAY USE ANY METHOD OR COMBINATION OF METHODS FORDEWATERING HE CHOOSES; HOWEVER, ALL DEWATERING METHODS AND EQUIPMENTWHICH IN THE OPINION OF THE ENGINEER, ARE INEFFECTIVE SHALL BE ABANDONED,IMPROVED, REPLACED OR THERWISE ALTERED TO OBTAIN EFFECTIVE DEWATERING.THE CONTRACTOR SHALL PROVIDE ALL POWER, PUMPS, MATERIALS AND APPARATUSNECESSARY, AND SHALL BE RESPONSIBLE FOR DISPOSING OF THE WATER PUMPEDFROM THE EXCAVATION IN A MANNER WHICH WILL NOT INTERFERE WITH OTHERWORK WITHIN THE AREA AND NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY. THECONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CONDITION OF ANY PIPE,CONDUIT, DITCH, CHANNEL OR NATURAL WATERCOURSE UTILIZED FOR DRAINAGEPURPOSES, AND ALL EROSION, SEDIMENT OR OTHER ADVERSE RESULTS OF THEIRUSE SHALL BE REPAIRED.9.POSITIVE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MAINTAIN POSITIVEDRAINAGE THROUGHOUT THE SITE AT ALL TIMES. LOW POINTS WITHIN AND ALONGROADWAYS ARE EXPRESSLY PROHIBITED. THE CONTRACTOR SHALL BE RESPONSIBLEFOR TEMPORARY DITCHES, PIPING OR OTHER MEANS TO FACILITATE PROPERDRAINAGE DURING CONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROMEROSION, WOOD FIBER BLANKET SHALL BE PLACED IMMEDIATELY ON STEEP SLOPES(3:1 OR GREATER) AND EMBANKMENTS, PERMANENT AND TEMPORARY PONDS, ANDOUTLETS AND OVERFLOWS TO PROTECT THE COMPLETED GRADE AND MINIMIZE SILTIN THE RUNOFF.10.DRAINAGE DITCHES. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTIONOF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BESTABILIZED WITHIN 200 LINEAR FEET FROM THE PROPERTY EDGE, OR FROM THEPOINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO ASURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARYOR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS AFTERCONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THEDITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENTDITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM(WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURSAFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.11.TURF ESTABLISHMENT. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON ASPOSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY ORPERMANENTLY CEASED.CITY STANDARD GRADING, EROSIONCONTROL, AND SITE RESTORATION NOTESNOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.5.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.6.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.7.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE8.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOPES 4:1 OR STEEPER, UPON COMPLETION OF GRADING.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.10.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.11.CONTRACTOR TO PROVIDE SOIL CORRECTIONS BELOW THEFOOTPRINT OF THE SURFACE INFILTRATION BASIN. SOILCORRECTION SHALL BE PROVIDED BELOW THE 925.0ELEVATION. CORRECTION SHALL REMOVE SOILS THAT PROHIBITINFILTRATION, WHICH INCLUDES ALL SOIL TYPES THAT ARE NOTSP CLASSIFIED UNIFORM SANDS OR SP-SM CLASSIFIED SILTYSANDS OR SM SILTY SANDS, AND PROVIDE A CLEAN SAND INACCORDANCE WITH MNDOT 3149.2B MODIFIED SO THAT NOMORE THAN 5% PASSES THE NO. 200 SIEVE AND NO MORE THAN50 PERCENT PASSING THE #40 SIEVE, IMPORTED TO THE SITEAND COMPACTED IN PLACE. SOILS SHALL BE CORRECTED TO AMAXIMUM DEPTH OF 5 FEET WHICH CORRESPONDS TO ANELEVATION OF 920' BELOW THE SYSTEM FOOTPRINT.12.ON SITE SANDY SOIL MAY BE MINED AND USED FOR SOILCORRECTION IF TESTED AND APPROVED BY OWNER'SGEOTECHNICAL REPRESENTATIVE.13.OWNER'S GEOTECHNICAL REPRESENTATIVE SHALL BEPRESENT ON SITE AT TIME OF CORRECTION. CONTACT AMINIMUM OF 2 BUSINESS DAYS PRIOR TO COMMENCINGCORRECTION ACTIVITIES.CITY STANDARD GRADING, EROSIONCONTROL, AND SITE RESTORATION NOTES
935935934934
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FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRES935934936936 936935
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937 1.21.21.21.21.31.31.31.41.42.12.12.12.22.32.52.61.21.41.11.41.21.3TEMPORARYCUL-DE-SAC2.228'22'6'2.61.121.51.51.51.51.51.61.51.84:110:13:1 4:14:11.71.71.61.69309279279289299209259219229239249262.8.12.8.11.121.121.121.121.121.121.121.121.1222'R20'R20'R20'2.52.7R2
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DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:04:59 PM
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LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050C-102GRADING, DRAINAGE, ANDPOST CONSTRUCTIONEROSION CONTROLSEE SHEET C-103NOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.5.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.6.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.7.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE8.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOPES 4:1 OR STEEPER, UPON COMPLETION OF GRADING.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.10.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.SEE ABOVESEE SHEET C-1031.SITE PLAN1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 510/C-8031.3.BITUMINOUS PAVEMENT - SEE TYPICAL SECTION ONSHEETS G-005 TO G-0061.4.B618 CURB AND GUTTER - SEE DETAIL 501A/C-8021.5.DRAINAGE & UTILITY EASEMENT1.6.PARKING/LANDSCAPE SETBACK1.7.BUILDING SETBACK1.8.PROPOSED BUILDING PAD1.9.CURB CUT1.10.PROPOSED WET POND1.11.INFILTRATION BASIN1.12.PROPOSED LOT LINES1.13.BITUMINOUS TRAIL - SEE DETAIL 509/C-8032.EROSION CONTROL2.1.INLET PROTECTION - SEE DETAIL 604/C-804 OR 4/C-8042.2.CULVERT END PROTECTION - SEE DETAIL 3/C-8042.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 605/C-8042.4.TREE PROTECTION - SEE NOTE 5, THIS SHEET. SEE DETAILLP1.0/C-8032.5.EROSION CONTROL BLANKET - SEE DETAIL 1/C-8042.6.RIP RAP - SEE DETAIL 411/C-8022.7.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN2.8.SILT FENCE - SEE DETAIL 601/C-8042.8.1.DOUBLE SILT FENCEKEYNOTES#SEE RIGHTSEE LEFT SEE BELOW
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BUILDING
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0.2%►►►►►►►►►►►►►►►►►►2.46'2.12.12.12.12.1►►►►►►►►►►►►►►SOIL CORRECTION WILL BEREQUIRED FOR SURFACEINFILTRATION BASIN. SEE NOTES11,12, AND 13 ON SHEET C-101 FORSPECIFIC INFORMATION2.12.12.62.6DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-301 GRADING PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:05:05 PM
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050C-103GRADING, DRAINAGE, ANDPOST CONSTRUCTIONEROSION CONTROLSEE SHEET C-102NOTES1.SEE SHEET <C/G>-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISENOTED3.DESIGN BY OTHERS ITEMS SHOWN FOR REFERENCE ONLY.EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATEDCONSTRUCTION DOCUMENTS/DRAWINGS4.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTORIS ULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAMWATERS FROM CONSTRUCTION RUNOFF.5.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.6.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TOTHE PROPERTY LINE FOR CLARITY, WHERE APPLICABLE.7.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE8.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALLSLOPES 4:1 OR STEEPER, UPON COMPLETION OF GRADING.9.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLEFOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATIONOF IMPROVEMENTS AND FOR MAKING NECESSARYADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TOENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANYFIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FORREWORK OF ANY UNCOMMUNICATED DISCREPANCIES.10.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS INTHE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NOFIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUTPRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TONOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICTBEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNERAND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATEDCHANGE ORDER.KEYNOTES#1.SITE PLAN1.1.MATCH EXISTING1.2.CONCRETE SIDEWALK - SEE DETAIL 510/C-8031.3.BITUMINOUS PAVEMENT - SEE TYPICAL SECTION ONSHEETS G-005 TO G-0061.4.B618 CURB AND GUTTER - SEE DETAIL 501A/C-8021.5.DRAINAGE & UTILITY EASEMENT1.6.PARKING/LANDSCAPE SETBACK1.7.BUILDING SETBACK1.8.PROPOSED BUILDING PAD1.9.CURB CUT1.10.PROPOSED WET POND1.11.INFILTRATION BASIN1.12.PROPOSED LOT LINES1.13.BITUMINOUS TRAIL - SEE DETAIL 509/C-8032.EROSION CONTROL2.1.INLET PROTECTION - SEE DETAIL 604/C-804 OR 4/C-8042.2.CULVERT END PROTECTION - SEE DETAIL 3/C-8042.3.ROCK CONSTRUCTION ENTRANCE - SEE DETAIL 605/C-8042.4.TREE PROTECTION - SEE NOTE 5, THIS SHEET. SEE DETAILLP1.0/C-8032.5.EROSION CONTROL BLANKET - SEE DETAIL 1/C-8042.6.RIP RAP - SEE DETAIL 411/C-8022.7.PERMANENT STABILIZATION - SEE LANDSCAPE PLAN2.8.SILT FENCE - SEE DETAIL 601/C-8042.8.1.DOUBLE SILT FENCE
SOIL MAPIN ACCORDANCE WITH SECTION 21 OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATERASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINEDUNDER THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM. JACKAMMERMAN’S CERTIFICATION IN DESIGN OF SWPPP IS VALID THROUGH MAY 31, 2024.THE ADJACENT TABLE INDICATES THE ESTIMATED MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND ON THE CONSTRUCTIONDRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS WILL BE INSTALLED/CONSTRUCTEDWHEN NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS AND IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS.MAINTAIN AND REPLACE BMPs DURING THE EXECUTION OF THE PROJECT AS REQUIRED TO CONTINUE SWPPP COVERAGE DURINGCONSTRUCTIONNOTE: QUANTITIES ON PLAN SUPERCEDES LISTQUANTITIES IN A DISCREPANCYSWPPP DOCUMENTSINSPECTIONSIMPAIRED WATERS, SPECIAL WATERS, AND WETLANDSESTIMATED BMP QUANTITIES AND INSTALLATION SCHEDULECERTIFICATIONPROJECT NAME: BRIDGEWATER VILLAGE COMMERCIAL DEVELOPMENTPROJECT LOCATION: LAKE ELMO, MINNESOTA. WASHINGTON COUNTY.PROJECT TYPE: COMMERCIAL DEVELOPMENT WITH ASSOCIATED PARKING LOTS, PROPOSED ROADS, BUILDINGS,STORMWATER POND AND INFILTRATION BASIN, AND UTILITIES.TOTAL AREA DISTURBED BY CONSTRUCTION: APPROXIMATELY 13.77 ACRES. THE TOTAL SITE AREA ISAPPROXIMATELY 23.19 ACRES.ESTIMATED CONSTRUCTION DATES: FALL 2023 - FALL 2024CUMULATIVE IMPERVIOUS SURFACE/PERMANENT STORMWATER MANAGEMENT REQUIREMENTS:THE PROPOSED PROJECT RESULTS IN A ±1.87 ACRE NET INCREASE IN IMPERVIOUS SURFACE WITHIN THE LIMITS OFDISTURBANCE. FUTURE DEVELOPMENT IS ANTICIPATED TO CONNECT LINDEN AVENUE TO STILLWATER WAY. THEFOUR COMMERCIAL LOTS WILL BE DEVELOPED INDIVIDUALLY. THE REMAINING AREA WILL BE DEVELOPED INTO VMDRUSE.THE SITE ULTIMATELY DRAINS TO, BUT IS NOT WITHIN 1 MILE OF, A STREAM TO THE SOUTH, WHICH IS NOT LISTED ASAN IMPAIRED WATER.THE PERMANENT STORMWATER SYSTEM WILL CONSIST OF A STORMWATER WET POND FOR IRRIGATION REUSE ANDA STORMWATER INFILTRATION BASIN. THE WET POND WILL DISCHARGE TO THE EXISTING STORM NETWORK TO THESOUTH OF THE SITE. THE INFILTRATION BASIN WILL DISCHARGE TO THE EXISTING STORM NETWORK TO THE SOUTHOF THE SITE. THE STORMWATER ULTIMATELY DISCHARGES TO THE EXISTING STREAM TO THE SOUTH OF THE SITE.PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): NORTH SHOREDEVELOPMENT PARTNERSCONTACT: MATT ALEXANDERCONTACT PHONE: 952-324-0535CONTACT EMAIL: MALEXANDER@NORTHSHOREDP.COMPARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): TBDCONTRACTOR: TBDCONTRACTOR PHONE: TBDCONTRACTOR EMAIL: TBDCONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FORINCORPORATION INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY INEFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABILIZATION AND NOT SUBMITTAL).CONTRACTOR SHALL ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMITFOR INCORPORATION INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THEINFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT.THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTS SHALLBE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE SWPPP SHALL BE AMENDED BYTHE PERSON RESPONSIBLE TO INCLUDE ANY DOCUMENTS NECESSARY TO ENSURE ADHERENCE TO THE GENERALPERMIT.BRIDGEWATER VILLAGE PROJECT CIVIL CONSTRUCTION DRAWINGS BY STANTEC DATED SEPTEMBER, 2023BRIDGEWATER VILLAGE PROJECT STORMWATER MANAGMENT PLAN BY STANTEC DATED SEPTEMBER, 2023RECORD RETENTION - THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BEKEPT ON-SITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BYREFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ON-SITE WITH THE SWPPP RECORDS. THE OWNERMUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOTICE OF TERMINATION:1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT;2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION;3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE.INSPECTOR(S): TBD - TRAINING DOCUMENTATION (PER SECTION 21.2 OF THE PERMIT) WILL BE INCORPORATED INTOTHIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILLMAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT.INSPECTIONS AT THE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND, WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.1.THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.3 OF THE PERMIT.TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO THE SWPPP.INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT CONTROL BMPS, ANDINFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTEDAS IDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY OFFSITE DISCHARGE MUST BE DOCUMENTED ASIDENTIFIED IN SECTION 11.11 OF THE PERMIT. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OFTHE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR DAYS. AN INSPECTION LOG IS ALSOATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ON-SITE FOR THE DURATION OF THECONSTRUCTION PROJECT.AT A MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION:-RECORD DATE AND TIME OF INSPECTION.-RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION.-INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION.-INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS.-INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES.-INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS.-RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS.-RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP.-RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS.-INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS.THE GENERAL CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TOREFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATESSHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION,MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING,GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION.THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCYSITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY.PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ANY PERMIT REQUIREDEROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTIONENTRANCE, CULVERT END PROTECTION, EROSION CONTROL BLANKET, SILT FENCE) SHOWN ON THE CONSTRUCTIONDRAWINGS WILL BE INSTALLED AT THE SITE.ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED WITHIN 7/14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY (WILL NOT RESUME FOR A PERIODEXCEEDING 7 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY.EXPOSED SOIL AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION CONTROL BLANKET,SEED) OR PERMANENT COVER YEAR ROUND.CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION WHEN PRACTICAL.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATERFROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEETFROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUSTBE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITHTEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION:BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS:1.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND INSTALL SILT FENCE.2.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS.3.PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS.4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS/BASINS.5.PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE.6.PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.7.BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING BELOW FOR ADDITIONALINFORMATION.8.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.9.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.).10.PAVE CURB AND GUTTER, SIDEWALK, AND PARKING LOT/ DRIVEWAYS.11.TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. DISTURBED AREAS THAT WILL BEINACTIVE FOR 7 (14) DAYS OR MORE AS REQUIRED BY NPDES OR PERMIT.SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURBAND GUTTER SYSTEMS AND STORM SEWER INLETS. THE FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENTCONTROL PRACTICES IN ORDER TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS:1.INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS PRIOR TO LANDDISTURBING ACTIVITIES.2.SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING TEMPORARY SOIL STOCKPILES.3.VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE/EXIT. STREET SWEEPING SHALL BE PERFORMEDIF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENTMUST BE REMOVED FROM ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PERTHE PERMIT.4.STREET SWEEPING IS NOT TO BE USED AS A PRIMARY BMP FOR SEDIMENT TRACKING. IF SEDIMENT IS TRACKEDOFFSITE, WORK WILL CEASE UNTIL PROPER EROSION CONTROL AND SEDIMENT CONTROL DEVICES AREINSTALLED AND/OR BEING MAINTAINED TO PREVENT TRACKING BEYOND THE SITE'S PERIMETER (CONTAINMENTAREA). ALL STREET SWEEPING MUST BE PERFORMED UTILIZING A PICK-UP SWEEPER. IF NECESSARY WATERWILL ALSO BE USED TO CLEAN UP THE STREETS PRIOR TO BEING SWEPT TO ENSURE THEY ARE FULLYCLEANED.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL DEVICES REQUIREMAINTENANCE, REPAIR, OR REPLACEMENT:-IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF THE FENCE, REMOVE ALLSEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVESTANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 24 HOURSOF DETECTION OR NOTIFICATION.-IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER REPLACE THE ENTRANCE ORADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION OR NOTIFICATION.-IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER PROPERTIES, THE INSPECTOR SHALLIDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONALEROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES.-IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISEMANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.-IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE INSPECTORSHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HASOCCURRED ON THE PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ANDCORRECT THE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORSOLID WASTE:SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS,PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTE, INCLUDING ALL TRASHONSITE, MUST BE REGULARLY DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.HAZARDOUS MATERIALS:HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCEMUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA REGULATIONS.CONSTRUCTION EQUIPMENT/VEHICLES:EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OFTHE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING ISALLOWED ON SITE. REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BETAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCTFUELING IN A CONTAINED AREA UNLESS INFEASIBLE.CONCRETE WASHOUT AREA:CONCRETE WASHOUT WILL BE PERMITTED ON-SITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FORCONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLIDWASTES GENERATED BY WASHOUT OPERATIONS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THEGROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE WASHOUTOPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITHMPCA RULES. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITEPERSONNEL TO UTILIZE THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT WASTES.CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE THE LOCATION HAS BEENDETERMINED.FERTILIZERS AND LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE DISCHARGE OF POLLUTANTSOR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.SANITARY WASTE MUST BE DISPOSED OF PROPERLY.POLLUTION PREVENTION MEASURESPROJECT INFORMATIONEROSION AND SEDIMENT CONTROLIMPAIRED WATERS MAPGENERAL SWPPP NOTESDEWATERING IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY CONSTRUCTION. IN THEEVENT THAT DEWATERING IS NECESSARY CONTRACTOR SHALL COMPLY WITH PERMIT SECTION 10.1 REQUIREMENTSFOR DEWATERING.THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE PERMIT AS NECESSARY TOINCLUDE ADDITIONAL REQUIREMENTS, TO CORRECT PROBLEMS IDENTIFIED, OR TO ADDRESS SITUATIONS PERSECTION 6.1 OF THE PERMIT.THE PROJECT WILL DISTURB MORE THAN 10 ACRES THAT PROMOTE DRAINAGE TO A COMMON LOCATION,THEREFORE A TEMPORARY SEDIMENT BASIN WILL BE REQUIRED. THIS SWPPP SHALL BE AMENDED BY THECONTRACTOR IN ACCORDANCE WITH THE GENERAL PERMIT TO INCLUDE ADDITIONAL TEMPORARY SEDIMENTATIONBASINS, IF THEY BECOME NECESSARY. BASINS, IF DESIGNED BY THE CONTRACTOR, SHALL ACCOMMODATE NO LESSTHAN 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF CONTRIBUTING DRAINAGE AREA. BASIN OUTLETS SHALL BEDESIGNED TO WITHDRAW WATER FROM THE SURFACE OF THE BASIN, PREVENT SHORT-CIRCUITING AND THEDISCHARGE OF FLOATING DEBRIS. BASINS SHALL HAVE A STABILIZED EMERGENCY OVERFLOW LOCATION AND BEDESIGNED TO PREVENT THE DISCHARGE OF POLLUTANTS TO THE EXTENT PRACTICAL.FINAL STABILIZATION:ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVERACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINALSTABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THERESTORED PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS(SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BECLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OFTERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION.THIS PROJECT IS NOT LOCATED WITHIN ONE MILE OF AN IMPAIRED WATER. THE PROJECT ULTIMATELY DISCHARGES TOA STREAM THAT IS LOCATED SOUTH OF THE PROJECT LOCATION.THE PROJECT SITE DISCHARGES TO AN INFILTRATION BASIN FOR STORMWATER MANAGEMENT PRIOR TO THE ULTIMATEDISCHARGE POINT ONSITE. THE PROJECT WILL NOT IMPACT WETLANDS.SITE SOILS - SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS NOT LOCATED IN A KARST AREA.INFILTRATION BASIN SEQUENCING NOTES1.CONTRACTOR SHALL STAGE CONSTRUCTION APPROPRIATELY AND INSTALL ALL NECESSARY EROSION CONTROLTO PREVENT SEDIMENT WASHING INTO THE INFILTRATION BASIN.2.FINAL GRADING OF THE BASIN SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH MOVING EQUIPMENT TOPREVENT COMPACTION. SMALL TRACKED DOZERS AND SKID STEERS ARE RECOMMENDED.3.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE INFILTRATION BASIN, THIS MATERIAL WILL NEED TO BEREMOVED PRIOR TO PROCEEDING WITH CONSTRUCTION.4.INFILTRATION BASIN SHALL BE FREE AND CLEAR OF SEDIMENT UPON FINAL COMPLETION OF CONSTRUCTION.5.ALL SLOPES WITHIN PERMANENT STORMWATER SYSTEM (INCLUDING SWALES, BASINS, AND PONDS) SHALL BESTABILIZED WITH A EROSION CONTROL BLANKET.6.THE PROJECT AREA MUST BE STAKED OFF AND MARKED TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT ANDMATERIAL STOCKPILES OUT OF THE PROPOSED INFILTRATION AREAS.7.INFILTRATION PRACTICES SHALL NOT BE EXCAVATED UNTIL THE CONTRIBUTING DRAINAGE AREAS WITHEXPOSED SOIL HAVE BEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON CONTRIBUTINGPAVEMENT AREAS. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATEDCELL OR INTO THE WORK AREA.8.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF INFILTRATION BASIN SOILS WITH SEDIMENT, IN-SITU ORTOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.9.KEEP INFILTRATION SYSTEMS OFF-LINE BY RESTRICTING STORM WATER INFLOW UNTIL VEGETATION IS WELLESTABLISHED IN THE CELL AND ALL UP GRADIENT AREAS HAVE BEEN STABILIZED AND IMPERVIOUS SURFACESCLEARED OF CONSTRUCTION SEDIMENT.10.PROVIDE TOPSOIL AND SEED IN ACCORDANCE WITH THE EROSION CONTROL PLAN, LANDSCAPE PLAN, ANDNPDES PERMIT.DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-102 SWPPP 06140.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:06:00 PM
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGC-104SWPPP
C.S.A.H. NO. 14(STILLWATER
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0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESOUTLOT AREA A: 0.80 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL
BUILDING
AREA: 12,500 SF
FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRESPROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►
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930931932933934933932933933END OF PERMANENT
CONSTRUCTION0+001+002+003+004+005+006+007+008+008+45DOMESTIC SERVICE
BACK
UP
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- SEE
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12" CAP FOR FUTURECONNECTION
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931931932933933►►►►►►►►►►►►►►►►►►►TEMP CBMH 160RIM=929.6024" INV OUT=926.47 (E)CBMH 161RIM=928.8024" INV IN=925.67 (W)24" INV OUT=922567 (E)FES 16224" INV IN=925.00 (N)DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-501 STORM SEWER PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:15:38 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGC-301OVERALL STORM SEWERPLAN( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050NOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.CITY STANDARD STORM SEWERNOTES1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTEDIN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARDSPECIFICATIONS AND DETAILS.2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORMWITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCEDCONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASSSPECIFIED HEREIN.3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONSSHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477.4.A 1 ’ —0” TO 1 ’ —6” MANHOLE SECTION SHALL BE INSTALLEDUNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENTWHENEVER POSSIBLE.5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE ANDGROOVE WITH RUBBER ”0” RING JOINTS PROVIDED ON ALLSTORM SEWER MANHOLES. A BITUMASTIC SEAL STRIP SHALL BEPLACED AT ALL MANHOLE RISER JOINTS6.RIP-RAP SHALL BE HAND-PLACED OVER GEOTEXTILE FABRIC ANDCONFORM TO MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIEDHEREIN.7.THE GEOTEXTILE FABRIC USED UNDER RIP-RAP SHALL EXTEND 3FT UNDER THE APRON.8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED ENDSECTIONS.9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP-RAP AT THE ENDOF THE PROJECT.10.STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARETO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS.11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED ANDTELEVISED PRIOR TO SUBSTANTIAL COMPLETION - SEESPECIFICATION SECTION 1700 - CLOSEOUT REQUIREMENTS
C.S.A.H. NO. 14(STILLWATER
BOULEVARD N)
STILLWATEREBEB(F.K.A. STATE HWY. NO.
5
)PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►
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98765422323312222211122132321333►►►►►►►►►►►►►►►►►►►DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-601 POND AND IRRIGATION REUSE PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:26:29 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050C-601POND AND IRRIGATIONREUSE PLANGENERAL NOTES:1.CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITYLOCATIONS PRIOR TO COMMENCING WORK. CONTACTGOPHER STATE ONE AT (651)-454-0002.2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS SHOWN ON PLANS PRIOR TO CONSTRUCTION.NOTIFY LANDSCAPE ARCHITECT OR OWNERSREPRESENTATIVE OF MAJOR DISCREPANCIES THAT WILLAFFECT CONSTRUCTION OPERATIONS.3.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEINSTALLATION, AND OPERATION OF THE IRRIGATIONSYSTEM WITHIN LIMITS OF WORK.4.DAMAGE TO PROPERTY FROM LANDSCAPE WORK MUST BEREPAIRED AT NO ADDITIONAL COST TO THE OWNER.5.FOR IRRIGATION DETAILS SEE SHEET C-806.IRRIGATION DESIGN NOTES:1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTSIS INTENDED TO BE DIAGRAMMATIC AND INDICATIVE OF THEWORK TO BE COMPLETED. ALL IRRIGATION EQUIPMENT,PIPING AND VALVE LOCATIONS, ETC. SHOWN WITHIN PAVEDAREAS ARE FOR DESIGN CLARIFICATION AND SHALL ONLY BEINSTALLED ON OWNER'S PROPERTY, WITHIN CONSTRUCTIONLIMITS, AND WITHIN PLANTING AREAS UNLESS OTHERWISENOTED ON PLANS.2.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALLIRRIGATION EQUIPMENT AND APPURTENANCES, INCLUDINGITEMS NOT SHOWN, BUT NECESSARY TO ACHIEVE ACOMPLETE AND OPERABLE IRRIGATION SYSTEM.3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FORINSTALLING ALL CONTROL WIRE AND MAINLINE SLEEVING OFSUFFICIENT SIZE, UNDER ALL PAVED AREAS IN ADDITION TOTHE SLEEVING SHOWN ON THE DRAWINGS.4.SLEEVING LOCATIONS ARE APPROXIMATE AND INTENDED TOSHOW INTENT ONLY. FIELD ADJUST SLEEVE LOCATIONS ASNECESSARY.5.CAP THE ENDS OF ALL SLEEVES NOT CURRENTLY IN USE.6.ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEETMANUFACTURER'S REQUIREMENTS.7.FLOW RATES THROUGH PVC PIPING NOT TO EXCEEDMANUFACTURER'S RECOMMENDATIONS.ELECTRICAL NOTES:1.ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWERTO BE INSTALLED AS PER STATE AND LOCAL CODES, WITHGROUND WIRE; MEETING N.E.C. AND M.A.C. REQUIREMENTS.2.ALL WIRE TO BE UL APPROVED FOR (CONDUIT 2"), SIZE PERMANUFACTURER'S RECOMMENDATION.3.ALL POWER WIRE TAPS AND CONNECTIONS TO CONFORM TOLOCAL AND STATE CODES AND TO BE PERFORMED BY ALICENSED ELECTRICIAN.4.INSTALL VALVE WIRES IN ONE CONTINUOUS PULL FROMVALVES TO CONTROLLER, WITHOUT SPLICES. IF NECESSARY,ALL 24 V.A.C. FIELD SPLICES TO BE NOTED ON "AS-BUILT"DRAWINGS AND LOCATED IN ECONO VALVE BOXES ANDMARKED.3.24 VAC WIRE SPLICING MATERIAL SHALL BE DIRECT BURIALSPLICE KIT AS MANUFACTURED BY 3M. ONLY DBR SPLICE KITIS ALLOWED, OR EQUAL.JCBJCB131.6" RECYCLED WATER IRRIGATION MAINLINE2.IRRIGATION SLEEVE (CONDUIT CROSSING)3.2" RECYCLED WATER IRRIGATION SERVICE4.SELF FLUSHING INTAKE SCREEN, SEE DETAIL C-03/SHEET C-8065.INTAKE PIPE6.INTAKE PIPE TERMINATION7.CITY SUPPLY ENCLOSURE, SEE DETAIL C-05/SHEET C-8068.PUMP SUPPLY ENCLOSURE, SEE DETAIL C-04/SHEET C-8069.WATER SERVICE FOR DOMESTIC BACK UPKEYNOTES#
►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►931931932933933933920
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9876542211DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\C-601 POND AND IRRIGATION REUSE PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:26:42 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 10 ft.102010C-602IRRIGATION REUSE PLANJCBJCBGENERAL NOTES:1.CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITYLOCATIONS PRIOR TO COMMENCING WORK. CONTACTGOPHER STATE ONE AT (651)-454-0002.2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITECONDITIONS SHOWN ON PLANS PRIOR TO CONSTRUCTION.NOTIFY LANDSCAPE ARCHITECT OR OWNERSREPRESENTATIVE OF MAJOR DISCREPANCIES THAT WILLAFFECT CONSTRUCTION OPERATIONS.3.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THEINSTALLATION, AND OPERATION OF THE IRRIGATIONSYSTEM WITHIN LIMITS OF WORK.4.DAMAGE TO PROPERTY FROM LANDSCAPE WORK MUST BEREPAIRED AT NO ADDITIONAL COST TO THE OWNER.5.FOR IRRIGATION DETAILS SEE SHEET C-806.IRRIGATION DESIGN NOTES:1.THE IRRIGATION DESIGN PRESENTED IN THESE DOCUMENTSIS INTENDED TO BE DIAGRAMMATIC AND INDICATIVE OF THEWORK TO BE COMPLETED. ALL IRRIGATION EQUIPMENT,PIPING AND VALVE LOCATIONS, ETC. SHOWN WITHIN PAVEDAREAS ARE FOR DESIGN CLARIFICATION AND SHALL ONLY BEINSTALLED ON OWNER'S PROPERTY, WITHIN CONSTRUCTIONLIMITS, AND WITHIN PLANTING AREAS UNLESS OTHERWISENOTED ON PLANS.2.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALLIRRIGATION EQUIPMENT AND APPURTENANCES, INCLUDINGITEMS NOT SHOWN, BUT NECESSARY TO ACHIEVE ACOMPLETE AND OPERABLE IRRIGATION SYSTEM.3.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FORINSTALLING ALL CONTROL WIRE AND MAINLINE SLEEVING OFSUFFICIENT SIZE, UNDER ALL PAVED AREAS IN ADDITION TOTHE SLEEVING SHOWN ON THE DRAWINGS.4.SLEEVING LOCATIONS ARE APPROXIMATE AND INTENDED TOSHOW INTENT ONLY. FIELD ADJUST SLEEVE LOCATIONS ASNECESSARY.5.CAP THE ENDS OF ALL SLEEVES NOT CURRENTLY IN USE.6.ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEETMANUFACTURER'S REQUIREMENTS.7.FLOW RATES THROUGH PVC PIPING NOT TO EXCEEDMANUFACTURER'S RECOMMENDATIONS.ELECTRICAL NOTES:1.ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWERTO BE INSTALLED AS PER STATE AND LOCAL CODES, WITHGROUND WIRE; MEETING N.E.C. AND M.A.C. REQUIREMENTS.2.ALL WIRE TO BE UL APPROVED FOR (CONDUIT 2"), SIZE PERMANUFACTURER'S RECOMMENDATION.3.ALL POWER WIRE TAPS AND CONNECTIONS TO CONFORM TOLOCAL AND STATE CODES AND TO BE PERFORMED BY ALICENSED ELECTRICIAN.4.INSTALL VALVE WIRES IN ONE CONTINUOUS PULL FROMVALVES TO CONTROLLER, WITHOUT SPLICES. IF NECESSARY,ALL 24 V.A.C. FIELD SPLICES TO BE NOTED ON "AS-BUILT"DRAWINGS AND LOCATED IN ECONO VALVE BOXES ANDMARKED.3.24 VAC WIRE SPLICING MATERIAL SHALL BE DIRECT BURIALSPLICE KIT AS MANUFACTURED BY 3M. ONLY DBR SPLICE KITIS ALLOWED, OR EQUAL.1.6" RECYCLED WATER IRRIGATION MAINLINE2.IRRIGATION SLEEVE (CONDUIT CROSSING)3.2" RECYCLED WATER IRRIGATION SERVICE4.SELF FLUSHING INTAKE SCREEN, SEE DETAIL C-03/SHEET C-8065.INTAKE PIPE6.INTAKE PIPE TERMINATION7.CITY SUPPLY ENCLOSURE, SEE DETAIL C-05/SHEET C-8068.PUMP SUPPLY ENCLOSURE, SEE DETAIL C-04/SHEET C-8069.WATER SERVICE FOR DOMESTIC BACK UPKEYNOTES#1
1.SEE CIVIL ENGINEER'S PLANS FOR SITE PLAN LAYOUT ANDDIMENSIONS2.SEE CIVIL ENGINEER'S PLANS FOR PROPOSED UTILTIESGENERAL NOTESP
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BUILDING
AREA: 12,500 SF
FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRESPROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I I I I I935933934934934 936936936930929931931932932 930935935935935933
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IIIII (3) NON-SIGNIFICANT TREESTO BE REMOVED►►►►►►►►►►►DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\L-101 TREE PRESERVATION.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:33:23 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080L-101TREE PRESERVATION PLAN0000EXISTING TREE TO REMAINEXISTING TREE TO BE REMOVEDTREE PROTECTION FENCE,SEE CIVIL SHEETS1.TREE INCHES SURVEYED: 5742.TREE INCHES REMOVED: 423.TREE INCHES ALLOWED REMOVAL (30%): 1724.TREE INCHES REQUIRED FOR MITIGATION: 0TREE PRESERVATION CALCULATIONSDO NOT BEGIN TREE CLEARING WORK UNTIL TREE PROTECTION MEASURES ARE IN PLACE AND TO THE APPROVAL OF THE CITY OF SHOREVIEW AND THE CIVIL ENGINEER.CRITICAL ROOT ZONE:THE CONTRACTOR SHALL PRUNE THE CANOPY OF EXISTING TREES TO REMAIN WHERE THE CANOPY IS IN JEOPARDY OF DAMAGE TO THE THE NEW IMPROVEMENTS SHOWN. IT ISRECOMMENDED THAT THE CONTRACTOR HIRE A CERTIFIED ARBORIST TO PERFORM THE PRUNING. ANY BRANCHES BROKEN DURING CONSTRUCTION SHALL BE IMMEDIATELY TRIMMEDAND WOUNDS PAINTED TO PREVENT FURTHER DAMAGE.PERFORM WORK IN ACCORDANCE WITH THE LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF PUBLIC AUTHORITY HAVING JURISDICTION. SECURE AND PAY FOR PERMITS,GOVERNMENTAL FEES AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE DEMOLITION WORK.PRIOR TO THE START OF CONSTRUCTION, CONTACT THE CITY OF LAKE ELMO 651-747-3911. OBTAIN PERMITS AS REQUIRED BY LAW.PROVIDE PROTECTIVE COVERINGS AND ENCLOSURES AS NECESSARY TO PREVENT DAMAGE TO EXISTING WORK THAT IS TO REMAIN. EXISTING WORK TO REMAIN MAY INCLUDE ITEMSSUCH AS TREES, SHRUBS, LAWNS, SIDEWALKS, DRIVES, CURBS, UTILITIES, BUILDINGS AND/OR OTHER STRUCTURES ON OR ADJACENT TO THE DEMOLITION SITE. PROVIDE TEMPORARYFENCES AND BARRICADES AS REQUIRED FOR THE SAFE AND PROPER EXECUTION OF THE WORK AND THE PROTECTION OF PERSONS AND PROPERTY.REMOVE DEBRIS, WASTE, AND RUBBISH PROMPTLY FROM THE SITE. ON-SITE BURIAL OF DEBRIS IS NOT PERMITTED. BURN NO DEBRIS ON THE SITE. SALVAGE MATERIAL NOT OTHERWISEINDICATED TO BE REUSED SHALL BECOME THE CONTRACTOR'S PROPERTY AND IS TO BE REMOVED PROMPTLY FROM THE SITE AND DISPOSED OF IN STRICT ACCORDANCE WITH ALLAPPLICABLE LAWS, REGULATIONS, AND/OR STATUES.TREE PRESERVATION & REMOVAL NOTESLEGEND1180118111821185118311841186118711881189119011911192119311941195119611971198119912001201120212031204TREE INVENTORY
1.SEE CIVIL ENGINEER'S PLANS FOR SITE PLAN LAYOUT ANDDIMENSIONS2.SEE CIVIL ENGINEER'S PLANS FOR PROPOSED UTILTIESGENERAL NOTES1.TREE LOCATIONS1.1.MINIMUM 5' FROM BACK OF CURB OR EDGE OF SIDEWALK.1.2.MINIMUM 10' FROM UTILITIES.1.3.ONE (1) TREE PER EVERY FIFTY (50) FEET STREET FRONTAGE.MUNICIPAL LANDSCAPE REQUIREMENTSP
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0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESOUTLOT AREA A: 0.80 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL
BUILDING
AREA: 12,500 SF
FFE: 938.00 FUTURE VMDR AREA: 6.43 ACRESPROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I I I I IIIIIIII
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TPII II►►►►►►►►►►►►►►IIIII►►►►►►END OF PERMANENTCONSTRUCTION►►►►►►►►►►►DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\L-201 LANDSCAPE PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:36:24 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080L-201LANDSCAPE PLANOVERSTORY TREESCODEBOTANICAL NAMECOMMON NAMECONTCALQTYREMARKSASACER X FREEMANII 'SIENNA' TMSIENNA GLEN MAPLEB&B2.5"13COCELTIS OCCIDENTALISCOMMON HACKBERRYB&B2.5"9GIGLEDITSIA TRIACANTHOS VAR. INERMIS 'HARVE'NORTHERN ACCLAIM THORNLESS HONEYLOCUSTB&B2.5"9TBTILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDENB&B2.5"12UPULMUS AMERICANA 'LEWIS & CLARK'PRAIRIE EXPEDITION ELMB&B2.5"10GROUND COVERSCODEBOTANICAL NAMECOMMON NAMEREMARKSPPTURF SODLOW MAINTENANCE BLENDNATIVE SEED MIXCODEBOTANICAL NAMECOMMON NAMEREMARKSANATIVE SEED MIX TYPE AMNDOT #35-241 SEED MIX,SEE PLANTING NOTES.BNATIVE SEED MIX TYPE BMNDOT #35-221 SEED MIX.SEE PLANTING NOTES.PLANT SCHEDULE
1.SEE CIVIL ENGINEER'S PLANS FOR SITE PLAN LAYOUT ANDDIMENSIONS2.SEE CIVIL ENGINEER'S PLANS FOR PROPOSED UTILTIESGENERAL NOTES1.TREE LOCATIONS1.1.MINIMUM 5' FROM BACK OF CURB OR EDGE OF SIDEWALK.1.2.MINIMUM 10' FROM UTILITIES.1.3.ONE (1) TREE PER EVERY FIFTY (50) FEET STREET FRONTAGE.MUNICIPAL LANDSCAPE REQUIREMENTSOUTLOT AREA A: 0.80 ACRESOUTLOT AREA B: 1.21 ACRESPROPOSED RETAIL
BUILDING
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END OF PERMANENTCONSTRUCTIONDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\L-201 LANDSCAPE PLAN.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:36:44 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050L-202LANDSCAPE PLANSEE SHEET C-103OVERSTORY TREESCODEBOTANICAL NAMEASACER X FREEMANII 'SIENNA' TMCOCELTIS OCCIDENTALISGIGLEDITSIA TRIACANTHOS VAR. INERMIS 'HARVE'TBTILIA AMERICANA 'BOULEVARD'UPULMUS AMERICANA 'LEWIS & CLARK'GROUND COVERSCODEBOTANICAL NAMEPPTURF SODNATIVE SEED MIXCODEBOTANICAL NAMEABPLANT SCHEDULE
1.SEE CIVIL ENGINEER'S PLANS FOR SITE PLAN LAYOUT ANDDIMENSIONS2.SEE CIVIL ENGINEER'S PLANS FOR PROPOSED UTILTIESGENERAL NOTES1.TREE LOCATIONS1.1.MINIMUM 5' FROM BACK OF CURB OR EDGE OF SIDEWALK.1.2.MINIMUM 10' FROM UTILITIES.1.3.ONE (1) TREE PER EVERY FIFTY (50) FEET STREET FRONTAGE.MUNICIPAL LANDSCAPE REQUIREMENTSP
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0PROPOSED OFFICE BUILDING 1AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.01 ACRESBOTTOM: 916.00NWL: 926.00HWL: 930.00EOF: 931.00PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 933.00TOTAL ROW AREA: 3.88 ACRESOUTLOT AREA C: 1.54 ACRESCOMMERCIAL AREA LOT 2: 1.64 ACRESCOMMERCIAL AREA LOT 3: 1.81ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESFUTURE VMDR AREA: 2.33 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL
BUILDING
AREA: 12,500 SF
FFE: 938.00PROPOSED INFILTRATIONBASIN W/ FOREBAYAREA: 1.10 ACRESBOTTOM: 925.00NWL: 925.00HWL: 929.70EOF: 930.50►►►►►►►►►
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DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:37:00 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG( IN FEET )GRAPHIC SCALE01 inch = 50 ft.5010050L-203LANDSCAPE PLANSEE SHEET C-102OVERSTORY TREESCODEBOTANICAL NAMEASACER X FREEMANII 'SIENNA' TMCOCELTIS OCCIDENTALISGIGLEDITSIA TRIACANTHOS VAR. INERMIS 'HARVE'TBTILIA AMERICANA 'BOULEVARD'UPULMUS AMERICANA 'LEWIS & CLARK'GROUND COVERSCODEBOTANICAL NAMEPPTURF SODNATIVE SEED MIXCODEBOTANICAL NAMEABPLANT SCHEDULE
DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\L-801 LANDSCAPE DETAILS.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:38:26 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGL-801LANDSCAPE DETAILS1.UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTING HOLES CENTEREDAT STAKED LOCATIONS.2.DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOTBALL OR CONTAINER.3.REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS.REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANY DIMENSIONS.4.SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMBAND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAME ELEVATION AS ADJACENT FINISHEDLANDSCAPE GRADES.5.ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE.6.CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP AND SIDES OF BALLS;RETAIN BURLAP ON BOTTOMS.7.WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDES OF BALL, AND WORKEACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS.8.WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDEROF BACKFILL.9.REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OFBACKFILL.10.FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK, EXCEPT CUTCONTAINERS ON SIDES INTO QUARTERS WITH SHEAR. REMOVE CONTAINER BEFORE SETTING PLANTSO AS NOT TO DAMAGE ROOT BALLS.11.WATER EACH PLANT WITHIN 2 HOURS OF PLANTING.12.ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN.13.PLACE 3-INCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIOD OF 48 HOURSAFTER THE SECOND WATERING. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS.14.PLACE 3-INCH THICKNESS LOCALLY AVAILABLE DOUBLE SHRED HARD WOOD MULCH AROUND ALLTREES OUTSIDE OF PLANT BEDS.15.UNLESS OTHERWISE NOTED / INDICATED, ALL PLANT BEDS AND FOUNDATION MAINTENANCE STRIPSSHALL RECEIVE LOCALLY AVAILABLE 3" DEPTH OF 3/4" TRAP ROCK MULCH OVER WEED BARRIER FABRIC.SUBMIT MULCH SAMPLE FOR OWNER APPROVAL.1.LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TO THE OWNER,PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDING MAINTENANCE, FOR THEPORTION IN QUESTION.2.AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEAR FOLLOWING INITIALINSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADE TO DETERMINE THE CONDITIONS OFAREAS SPECIFIED FOR LANDSCAPING.3.WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTEDWORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY OWNER AND FOUND TO BEACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE.1.WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTEDWORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY OWNER AND FOUND TO BEACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE.2.BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.3.MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTER ACCEPTANCE BY OWNER.IT IS CONTRACTORS RESPONSIBILITY FOR COORDINATE WATERING.4.TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT PRUNED AREAS ANDOTHER WOUNDS.5.IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THE CONTRACTOR ISRESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION THROUGHOUT THE ONE-YEARGUARANTEE PERIOD.1.PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER ACCEPTANCE AND SHALLBE ALIVE AND IN SATISFACTORY CONDITION AT THE END OF THE GUARANTEE PERIOD. SUCHGUARANTEE EXCLUDES VANDALISM.2.AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BY THE OWNER UPONWRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYS BEFORE THE ANTICIPATED DATE. ANYPLANT MATERIAL REQUIRED UNDER THE CONTRACT THAT IS DEAD OR NOT IN SATISFACTORYCONDITION, AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BEREPLACED AS SOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS.3.THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THE CONTRACTORREGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORY MAINTENANCE PROCEDURES ORREJECTED PLANTS.4.ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE AS SPECIFIED IN THEPLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THE CONTRACTOR.5.REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARE NOT TO BEGUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION AND REJECTION BY THE OWNERBEFORE AND AFTER PLANTING.INSPECTION AND ACCEPTANCEPLANTING NOTESMAINTENANCE NOTESGUARANTEE AND REPLACEMENTS1.EDGE RESTRAINT BETWEEN PLANTING BEDS AND TURF SHALL BE SURE-LOC STEEL EDGING ORAPPROVED EQUAL, 3/16" X 4" X16'.2.THE ESTABLISHMENT PERIOD FOR SEED AND SOD SHALL BEGIN IMMEDIATELY AFTER INSTALLATION, WITHTHE APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATE THAT THE OWNER PERFORMS A FINALINSPECTION.3.SOD SHALL CONFORM TO MNDOT SPEC. 3878.2.A MINERAL SOD.4.FERTILIZER SHALL CONFORM TO MNDOT SPEC. 3881, TYPE 2 PHOSPHOROUS-FREE.5.FERTILIZER SHALL HAVE A FORMULA (N-P-K) AS DETERMINED BY THE RESULTS OF A SOIL TEST.CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONG WITH RECOMMENDED FERTILIZERFORMULA TO OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLICATION.6.TOPSOIL SHALL BE SALVAGED, IF ADDITIONAL TOP SOIL NEEDS TO BE IMPORTED, IT SHALL CONFORM TOMNDOT SPEC. 3877.2B LOAM TOPSOIL BORROW.7.6" OF TOP SOIL SHALL BE PLACED IN ALL SEED AND SOD AREAS. SEE LANDSCAPE NOTES FOR PLANTINGAREAS.8.INSTALLATION OF SEED AND SOD SHALL OCCUR WITHIN ONE (1) WEEK OF COMPLETING THE GRADING.9.PLACE ALL SOD STRIPS WITH LONG EDGES PARALLEL TO THE CONTOURS. STAGGER ALL JOINTSALTERNATELY WITHOUT SPACE BETWEEN. SECURE THE SOD TO SLOPES WITH BIODEGRADABLE ANCHORSYSTEMS.10.CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTING ESTABLISHMENT PERIOD.TURF RESTORATION NOTESTHE IRRIGATION SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:1.COORDINATION WITH ALL OTHER TRADES.2.DETAILED DESIGN OF AN IRRIGATION SYSTEM TO INCLUDE ALL TURF SOD AND PLANT BED AREAS..DESIGN SHALL INCLUDE PIPE SIZING, HEAD SELECTION, LOCATIONS OF HEADS, ZONING, AND CONTROLSYSTEMS. DESIGN SHALL PROVIDE NO OVERSPRAY ONTO WALKS. IRRIGATION PLAN, DESIGN DETAILSAND PRODUCT SHEETS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER FOR REVIEW ANDAPPROVAL PRIOR TO PURCHASING ANY MATERIALS.3.LABOR AND MATERIALS NECESSARY TO INSTALL A NEW IRRIGATION SYSTEM. THE IRRIGATIONCONTRACTOR SHALL ALSO BE RESPONSIBLE FOR FURNISHING AND INSTALLING THE IRRIGATIONCONTROL SYSTEM ALONG WITH ANY CONNECTIONS MADE TO THE WATER SERVICE.4.TESTING OF THE COMPLETE IRRIGATION SYSTEM.5.STARTUP AND ADJUSTMENT OF THE SYSTEM.6.PROVIDE OWNER'S EMPLOYEES WITH OPERATIONAL TRAINING ONSITE AND SUBMIT OPERATION ANDMAINTENANCE MANUALS FOR ALL COMPONENTS.7.AS-BUILT DRAWINGS SHOWING THE LOCATION AND FEATURES OF ALL IRRIGATION COMPONENTS.1.ALL WORK AND MATERIALS TO BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF THEDIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE, AMERICANSWITH DISABILITIES, AND OTHER APPLICABLE LAWS OR REGULATION.2.NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOTCONFORMING TO THESE CODES.3.FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR AS REQUIRED TO COMPLYWITH THESE RULES AND REGULATIONS, THOUGH THE WORK IS NOT MENTIONED IN THESE PARTICULARCONSTRUCTION DOCUMENTS.1.BECOME ACQUAINTED WITH ALL SITE CONDITIONS. LOCATE EXISTING UTILITIES AND EQUIPMENT TOREMAIN. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE DRAWINGS BE FOUND DURINGEXCAVATIONS, PROMPTLY NOTIFY ENGINEER. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FORANY AND ALL DAMAGE ARISING FROM OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOTSHOWN ON DRAWINGS.2.TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. REPAIR ANY DAMAGED ITEMTO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUIVALENT REPLACEMENT AT NO ADDITIONALCOST TO OWNER.1.THE ENTIRE INSTALLATION SHALL FULLY COMPLY WITH ALL LOCAL AND STATE LAWS AND ORDINANCESAND WITH THE ESTABLISHED CODES ALLOCABLE THERETO.2.THE CONTRACTOR SHALL TAKE OUT ALL REQUIRED PERMITS, ARRANGE FOR ALL NECESSARYINSPECTION, AND PAY ANY FEES AND EXPENSES IN CONJUNCTION WITH THE SAME AS PART OF THEWORK UNDER THIS CONTRACT.1.SCHEDULE AND COORDINATE WORK WITH OTHER TRADES TO FACILITATE WORK AND AVOID CONFLICTS INCONSTRUCTION SEQUENCE AND EQUIPMENT INSTALLATION.2.REVIEW ENTIRE PLAN SET AND COORDINATE WITH OTHER TRADES AS REQUIRED BY SEQUENCE OFCONSTRUCTION TO ENSURE PROVISION OF MAINLINE AND ELECTRICAL CONDUIT STUB-OUTS AT ALLREQUIRED LOCATIONS.IRRIGATIONCODES AND INSPECTIONQUALITY ASSURANCEPROTECTION OF EXISTING CONDITIONSCOORDINATION1.TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY ASCHOSEN BY THE OWNER/OWNER AS LISTED ON THE PLANT SCHEDULE ON L-801.2.TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY INACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE,AND DEFECTS.3.OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS ANDROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY ORDEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK.4.NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL IN IMMEDIATELY UPONDELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS, COVERING WITH MOIST SOIL OR MULCH TOPROTECT FROM DRYING. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER.5.PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BE PROVIDED FOR ALLPLANT MATERIALS DURING TRANSPORT AND STORAGE.6.THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SO THAT A MUTUALLYAGREEABLE TIME MAY BE ARRANGED FOR INSPECTION.7.LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED AT PROPOSED PLANTINGLOCATIONS FOR APPROVAL BY OWNER.8.DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER.9.TO ENSURE PROPER INFILTRATION THE LANDSCAPE CONTRACTOR MUST PROVE THE OPEN SUB-GRADEOF ALL PLANTING AREAS AFTER THEIR EXCAVATION IS COMPACTED LESS THAN 200 PSI. THE OWNER OROWNER'S REPRESENTATIVE MUST BE ONSITE DURING COMPACTION TESTING.10.ALL GRADED AREAS OF THE SITE THAT ARE DESIGNATED FOR SHRUBS, TREES AND PERENNIALS SHALLHAVE NO LESS THAN 12" OF SALVAGED TOPSOIL. IF ADDITIONAL TOPSOIL NEEDS TO BE IMPORTED ITSHALL CONFORM TO MNDOT SPEC 3877.2B TOPSOIL BORROW.7.NO-MOW TURF SEED SHALL BE INSTALLED AT A DEPTH AND RATE AS SPECIFIED BY MANUFACTURER.SEED SHALL BE COVERED WITH A HYDROMULCH CONTAINING A TACKIFIER PER MnDOT STANDARDSPEC FOR CONSTRUCTION 2020 EDITION, 2575.3.E.LANDSCAPE NOTESESTABLISHMENT (SPRING SEEDING):1.PREPARE SITE - LATE APRIL - MAY.2.SEED - MAY 1 - JUNE 1MAINTENANCE:1.MOW (6-8 INCHES) - EVERY 30 DAYS AFTER PLANTING UNTIL SEPTEMBER 30.2.WEED CONTROL - MOWING SHOULD HELP CONTROL ANNUAL WEEDS. SPOT SPRAY THISTLES ETC.ESTABLISHMENT (FALL SEEDING):1.PREPARE SITE - LATE AUGUST - EARLY SEPTEMBER.2.SEED - LATE SEPTEMBER TO FREEZE-UP.MAINTENANCE (FOLLOWING SEASON):1.MOW (6-8") - ONCE IN MAY, JUNE AND JULY.2.WEED CONTROL - MOWING SHOULD KEEP ANNUAL WEEDS DOWN. SPOT SPRAY THISTLES ETC.EVALUATION:1.COVER CROP GROWING WITHIN 2 WEEKS OF PLANTING (EXCEPT DORMANT PLANTINGS).2.SEEDLINGS SPACED 1-6 APART IN DRILL ROWS.3.NATIVE GRASS SEEDLINGS MAY ONLY BE 4-6 INCHES TALL.4.IF THERE IS A FLUSH OF GROWTH FROM FOXTAIL ETC., MOW AS NECESSARY.YEAR 2 - MAINTENANCE:1.MOW (6-8 INCHES) ONE TIME BETWEEN JUNE 1 - AUGUST 15 BEFORE WEEDS SET SEED.2.WEED CONTROL - MOWING SHOULD KEEP ANNUAL WEEDS DOWN. SPOT SPRAY THISTLES ETC.3.SOME SITES MAY NOT REQUIRE MUCH MAINTENANCE THE SECOND YEAR.EVALUATION:1.COVER CROP WILL BE GONE UNLESS WINTER WHEAT WAS USED IN A FALL PLANTING.2.GRASSES FORMING CLUMPS 1-6 INCHES APART IN DRILL ROWS, BUT STILL SHORT.3.SOME FLOWERS SHOULD BE BLOOMING (BLACK EYED SUSANS, BERGAMOT ETC.).4.IF THERE IS A FLUSH OF GROWTH FROM FOXTAIL ETC., MOW SITE.YEAR 3 - MAINTENANCE:1.MOW ONLY IF NECESSARY.2.WEED CONTROL - SPORT SPRAY THISTLES, ETC.3.SITES USUALLY DO NOT REQUIRE MUCH MAINTENANCE THE THIRD YEAR.EVALUATION:1.PLANTING SHOULD BEGIN LOOKING LIKE A PRAIRIE - TALL GRASSES, FLOWERS ETC.LONG-TERM -MAINTENANCE:1.WEED CONTROL - SPOT SPRAY THISTLES ETC.2.BURNING (3-5 YEAR ROTATION) ALTERNATE SPRING AND FALL IF POSSIBLE.3.HAYING (3-5 YEAR ROTATION) LATE SUMMER OR EARLY FALL. ALTERNATE WITH BURNING (MAYSUBSTITUTE FOR BURNING).4.BURNING TWO YEARS IN A ROW WILL REALLY "CLEAN UP" ROUGH-LOOKING SITES.NATIVE SEED REQUIRED MAINTENANCE - 3 YEARS
DWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 Plansheets\L-801 LANDSCAPE DETAILS.dwg 9/21/2023 GRUNKLEE, SAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:9/21/2023 5:38:28 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:N
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N 1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA09/22/20231008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTALWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGL-802LANDSCAPE DETAILS
PAGE 1 of 5
MEMORANDUM
Date: October 10, 2023
To: Sophia Jensen, City Planner Re: Bridgewater Village (PID 1202921440023)
Cc: Jennifer Faulkner, Planning Consultant Preliminary Plat/Plan Review
Marty Powers, Public Works Director
Chad Isakson, PE, Assistant City Engineer
From: Jack Griffin, P.E., City Engineer
An engineering review has been completed for the Bridgewater Village (PID 1202921440023) Preliminary
Plat/Plans received on September 25, 2023. The submittal consisted of the following documentation:
Bridgewater Village ALTA/NSPS Survey dated March 29, 2023.
Bridgewater Village Preliminary Plat dated September 14, 2023.
Bridgewater Village Preliminary Site Plans dated September 22, 2023.
Bridgewater Village Mixed Use Project Narrative dated September 22, 2023.
Stormwater Management Plan dated September 22, 2023.
STATUS/FINDINGS: A condition of Preliminary Plat approval, if granted, must require the applicant to revise and
resubmit Preliminary Plat/Plans to address each review comment and condition of approval to the satisfaction of
City staff prior to the City accepting a Final Plat/Plan application. Engineering has prepared the following review
comments to be addressed. A point‐by‐point response letter must accompany the plan resubmittal.
In addition, it is recommended that it be a condition of Preliminary Plat/Plan approval that all public
improvements constructed to support the development must be designed and constructed in accordance with the
City Engineering Design Standards Manual dated January 2022, unless approved otherwise by the City Engineer.
The Preliminary Plat/Plans must be revised accordingly.
PRELIMINARY PLAT/SITE PLANS
1. The Preliminary Plat/Plans are incomplete. No further plan review can be provided until plan revisions are
submitted that clearly depict the overall proposed project, including an overall site plan, grading plan, and
utility plan, including off‐site utility and trail improvements. The overall Preliminary Plan must show the
complete subdivision improvements for all proposed Lots and Outlots, including future development
areas (Overall Plan).
2. Preliminary Plat approval must be contingent upon the applicant revising the Preliminary Plat/Plans to
include an overall site plan, grading plan and utility plan. All design elements must be clearly labeled and
dimensioned. The overall project scope of the Subdivision must be approved prior to submittal of detailed
construction plans or phasing plans.
3. Revise all Preliminary Plat/Plans to include existing and proposed conditions for a distance of 150 feet
beyond the proposed subdivision improvements and off‐site improvements.
FOCUS ENGINEERING, inc.
Cara Geheren, P.E. 651.300.4261
Jack Griffin, P.E. 651.300.4264
Ryan Stempski, P.E. 651.300.4267
Chad Isakson, P.E. 651.300.4283
PAGE 2 of 5
4. Stillwater Way Right‐of‐way. The Preliminary Plat/Plans show the subdivision acquiring 30‐feet of public
right‐of‐way from the City along most of Stillwater Way. Following the Plat recording, Stillwater Way will
retain a consistent 45‐foot right‐of‐way along the Plat boundary, as measured from the existing
centerline. Staff review has determined that the 45‐foot right‐of‐way is adequate.
5. Stillwater Lane Access. Site Plans must be prepared that clearly label and dimension the proposed access
spacing along Stillwater Lane. Linora Avenue appears to be spaced 400 feet from Little Bluestem Trail as
required. The secondary access at Linden Avenue will need to be revised to maintain a minimum 330 ft.
access spacing in accordance with previous plan review comments. The Preliminary Plat and Plans must all
be revised accordingly.
6. Revise the Preliminary Plat/Plans to call out Outlots A, B and C to be HOA owned. This includes the HOA
providing ongoing ownership and maintenance of the stormwater management BMPs and storm water
reuse irrigation system.
7. Revise the Preliminary Plat and Plans to provide a 10‐foot drainage and utility easement along the public
right‐of‐way of Stillwater Boulevard (CSAH 14) and Manning Avenue (CSAH 15) for Outlot C, Lot 1, Lot 2
and Lot 3. These dedicated easements must be shown on all site, grading, utility, and landscape plans
consistent with the Preliminary Plat, and remain free from encroachments, including storm sewer pipes,
retaining walls, and trees. Where existing easements are present, the 10‐ft. corridors must be shown and
preserved within the existing easements for small/dry utility installation.
8. G‐005. Label each Typical Section as Linora Avenue North. Revise boulevard grade as 4% max.
9. G‐006. Label non turn lane Typical Section as Upper 40th Street North and Linden Avenue North. Label
turn lane Typical Section as Linden Avenue North. Revise boulevard grade as 4% max.
10. G‐007 to G‐013. Revise Linora Avenue North to include the required right turn lane at Stillwater Lane per
the proposed typical section.
11. G‐007 to G‐013. Revise the northern two driveway accesses along Linora Avenue to be clear of the
required right turn lane. Maintain driveway access alignment with each other and revise to intersect
Linora Avenue at 90‐degrees.
12. G‐007 to G‐013. Revise driveway access spacing between Lot 3 and Lot 4 to be minimum 100‐ft.
separation (from CL to CL).
13. G‐007 Master Plan. Revise plan sheet to clearly identify the proposed Preliminary Plat/Site Plans included
with the application for City review, and clearly identify future non application ghost platting.
14. Revise site plans to remove the temporary cul‐de‐sac and extend Linden Avenue to connect to Stillwater
Way.
GRADING PLANS, STORMWATER MANAGEMENT AND STORM SEWER SYSTEM
1. The subdivision is subject to a storm water management plan meeting State, Valley Branch Watershed
District (VBWD) and city rules. A VBWD permit is required. Storm water facilities proposed as part of the
development to meet State and watershed permitting requirements must be constructed in accordance
with the City Engineering Design Standards Manual dated January 2022.
2. The storm water management plan is required to be certified by a registered professional engineer. The
SWMP must be revised accordingly and resubmitted.
3. The SWMP indicates that the site is assumed to be 75% impervious in the post development condition.
The SWMP must be revised to include a table showing each proposed Lot in the subdivision and the
corresponding impervious surface allowance for each Lot.
4. The storm water plan proposes stormwater reuse irrigation and infiltration to meet volume control
permit requirements. City design standards require that flood management provisions be implemented
for all new developments assuming no storm water reuse irrigation is operating. The SWMP must be
revised to verify this design criteria.
5. All storm water basins have been placed in Outlots as required. Each Outlot must fully incorporate the
100‐year HWL, 10‐foot maintenance bench and all maintenance access roads. Maintenance access roads
meeting city standards must be provided for all storm water facilities and structures.
PAGE 3 of 5
6. Overland emergency overflow (EOF) elevations are required throughout the site for all ponds, storm
water basins and localized low points (e.g. green space catch basin inlets). Low openings for adjacent
structures must maintain 1‐foot above any adjacent EOF in the as‐built condition.
7. All drainage swales must be designed to meet a minimum 2% as‐built grade. Design grades must exceed
2% to account for construction tolerances.
8. Preliminary plat approval must be contingent upon the 100‐year HWL elevation/contour for all localized
low points and catch basins being protected by drainage and utility easement dedicated on the Plat.
9. Landscaping improvements must be closely coordinated with the preparation of the construction plans to
ensure that tree plantings do not encroach drainage swales, EOF flow paths, utility easements, and pond
access routes.
10. C‐601. Irrigation Reuse Plan. The plans must be revised to include an exhibit that clearly shows all areas
designated for stormwater reuse irrigation and describes how all areas will be preserved for irrigation
reuse into perpetuity.
11. C‐601. Irrigation Reuse Plan. The plan must be revised to include Stormwater Reuse Notes summarizing
the collection areas, irrigated areas, proposed and minimum application rates, storage volume
requirements, and annual minimum irrigation requirements to comply with the VBWD permit.
12. An irrigation distribution system plan is required to show pipe routing throughout the subdivision to
demonstrate a coordinated improvement plan to ensure no conflicts or encroachments with public
utilities and easements, small/dry utility corridors, or required subdivision landscape improvements.
13. C‐602. Revise plan scale for legibility. Label and dimension all plan details.
14. C‐101 to C‐103. Revise the Grading/Erosion Control Plans to provide separate grading plans and separate
erosion control plans to better depict the proposed improvements. The grading plans must include all
project right‐of‐way and easements, all labeled and dimensioned, to facilitate plan review.
15. C‐101 to C‐103. Revise the Grading Plans such that ALL existing and proposed contours are clearly labeled,
and all line types are clearly labeled.
SANITARY SEWER AND WATAERMAIN UTILITY PLANS
1. Revise Plans to include an Overall Sanitary Sewer and Watermain Utility Plan with all proposed
improvements thoroughly labeled and dimensioned on the overall plan layout. Improvements MUST
include all off‐site work necessary to serve the development.
2. Connection to the municipal water system is available near the proposed development. The applicant will
be responsible for connecting to the existing 12‐inch trunk watermain at the intersection on Stillwater
Way and Little Bluestem Trail, and extend the watermain into and throughout the development at
developer’s sole cost, and to serve each proposed parcel in the Subdivision.
3. A new 12‐inch trunk watermain will be required to be extended through the property, extending from
Stillwater Way south to Stillwater Boulevard and stubbed into the CSAH 14 right‐of‐way. A looped 8‐inch
watermain layout will be required within the development to serve the proposed subdivision.
4. Watermain oversizing cost reimbursement, to upsize the minimum required 8‐inch watermain to the
required 12‐inch trunk watermain would be addressed as part of the development agreement. No
additional cost reimbursement is provided for any off‐site improvements nor for extending the required
watermain stubs for future connection by adjacent parcels.
5. The developer will be responsible to place hydrants and water system valves internal to the site as
determined by the Lake Elmo Public Works Director and Fire Department. All fire hydrants shall be owned
and maintained by the city.
6. When not located within the public right‐of‐way, minimum 30‐foot easements centered over the
pipe/hydrant are required without encroachments from retaining walls, trees, other small/dry utilities, or
storm water management BMPs. Easements must be dedicated to the City as part of the plat. Dedicated
watermain easements must be shown on all site, grading, utility, and landscape plans. The
Preliminary/Final Plat and all plan sheets must be revised to include all required utility easements.
7. C‐201 to C‐215. Revise plan sheets to be 1” = 50 plan scale. Plans as presented are unreviewable.
Additional plan review will proceed upon receipt on revised plans.
PAGE 4 of 5
8. Revise off‐site watermain extension plans to eliminate open cut excavation along the new pavements of
Stillwater Lane. Watermain layout and alignment to be detailed and approved by the City Engineer prior
to the preparation of detailed plans and specifications. Show all necessary off‐site easements required for
the proposed extension. Off‐site temporary easement agreements may be required accordingly.
9. Revise location of the south end trunk watermain stub in Linora Avenue. The watermain must be stubbed
into a green space location approved by the City Engineer. The stub location must be designed to avoid all
street impacts at the time of future connection.
10. Revise plans to extend watermain north along Linden Avenue and revise the 8‐inch watermain loop to run
along north property line of Outlot D (south Boulevard of Stillwater Lane).
11. Revise plans to extend 8‐inch watermain line between Lots 2 and 3 to provide an 8‐inch stub to the green
space in the CSAH 14 right‐of‐way for future connection. Revise the easement width to accommodate
both the proposed storm sewer pipe and required watermain pipe (40 feet minimum).
12. Sanitary sewer service is available to serve this property through an existing 8‐inch gravity sanitary sewer.
The existing sewer is located within the Stillwater Boulevard (CSAH 14) right‐of‐way, extending along the
full length of the northern boulevard. The applicant is responsible to extend sanitary sewer into and
throughout the development at developer’s sole cost, and to serve each proposed parcel in the
Subdivision.
13. No sanitary sewer oversizing is anticipated as part of this development.
14. All public sanitary sewer mains placed within the development will require minimum 30‐foot easements
centered over the pipe and be dedicated to the City as part of the final plat, if not located within a public
right‐of‐way. Dedicated utility easements must be shown on all site, grading, utility, and landscape plans,
and remain free from encroachments, including retaining walls, trees, or other small/dry utilities.
STREET AND STORM SEWER PLANS
1. C‐301. Revise Plan to depict overall street and storm sewer plan with all proposed improvements clearly
labeled and dimensioned including street widths, right‐of‐way widths and easement widths.
2. All streets are proposed to be publicly owned and maintained. Public streets must be designed to meet
the City’s Engineering Design Standards including right‐of‐way width, street width and cul‐de‐sac radii(s).
The preliminary plat/plans propose public street widths of 32‐feet located within 80‐foot right‐of‐way.
Consistent with current city standards, if approved, the streets would allow parking on both sides.
3. The proposed internal street network is well interconnected creating multiple access routes into and out
of the development.
4. C‐301 to C‐318. Revise plan sheets to be 1” = 50 plan scale. Plans as presented are unreviewable.
Additional plan review will proceed upon receipt of revised plans.
5. Revise the plans to label and identify all line types, including curb and gutter, sidewalks, trails, and
easements. Revise plans to clearly depict all street geometrics. The plans must be revised such that no
minimums or maximum design standards are utilized without supporting documentation. Note that City
design standard minimum and maximum design criteria are measured in the as‐built condition.
6. Revise the street plans to extend Linden Trail to connect to Stillwater Boulevard as part of the initial phase
of development, including the extension of the 8‐inch looped watermain.
7. All street intersections must be at 90 degrees and maintain 50 feet of tangent with maximum slopes of
2.5%. Residential maximum longitudinal grade is 6% with sidewalks. Minimum grade allowed is 0.5% in
the as‐built condition. Minimum grades cannot be used as design grades.
8. B618 curb and gutter should be provided throughout the subdivision.
9. The storm sewer system shall be designed to maintain the City standard minimum pipe cover of 3.0 feet.
All storm sewer piping must be revised accordingly.
10. Drain tile is required as part of the City standard street section at all localized low points in the street.
Drain tile considerations may impact the storm sewer design and depth requirements at low points. Drain
tile connection inverts must be shown on the plan profiles.
11. The maximum curb run prior to a catch basin is 350 feet. Adjacent turn lane drainage should be
considered accordingly.
12. Sump manholes must be installed prior to all pond inlets.
PAGE 5 of 5
13. Pond outlet control structures per City standard details must be used for all out falls.
14. Revise all storm sewer pipe to meet the City standard minimum 15‐inch pipe diameter.
15. Add storm sewer structure chart on each plan sheet including casting schedule.
16. Per City requirements all storm sewer pipe easements must be a minimum 30‐feet in width with no
encroachments.
17. C‐315 to C‐318. Label and dimension the proposed trail improvements including the trail location from
back of curb and the roadway right‐of‐way. Add trail cross section details, pavement section details using
County approved design standards.
18. Add detailed turn lane plans along Stillwater Way at Linora Avenue and Linden Avenue. Label all turn lane
lengths and tapers.
19. Add detailed trail plans for the required bituminous trail along Stillwater Way and connecting to Little
Bluestem Trail and the Holiday gas station trail. Add trail cross section details, pavement section details
using City approved design standards per City detail 509.
20. Add Stillwater Way pedestrian crossing plans at proposed trail crossing location using raised center
median.
21. C‐401 to C‐403. Revise all cross section plans to include all right‐of‐way and easement information,
increase cross section scale for plan legibility, label street widths, add all sidewalks and trails, and revise
all grades to meet city design standards.
22. C‐501. Remove 3‐way stop sign intersection at Linora Avenue and Upper 40th Street by removing the 2
stop signs along Linora Avenue.
23. C‐501. Add city standard street lights at all intersections and add call‐out for fixture and light pole type as
Xcel Evans Fixture (Black) and Street Light Pole: 25‐ft Fluted Black Aluminum Pole.
Hoisington Koegler Group Inc.
800 Washington Ave. N., Suite 103
Minneapolis, Minnesota 55401
(612) 338-0800 www.hkgi.com
Creating Places that Enrich People’s Lives
Hoisington Koegler Group Inc.
MEMORANDUM
TO: Sophia Jensen
FROM: Sarah Evenson, PLA
DATE: 10/09/2023
RE: City of Lake Elmo Landscape Plan Review | Bridgewater Village
Bridgewater Village
Submittals
1. Northshore Development Submittal Dated 3/16/2023, received 4/6/2023.
2. Northshore Development Sketch Plan Resubmittal dated 6/16/23, received 6/26/2023.
3. Bridgewater Village CUP Application dated 9/22/23, received 9/25/2023.
Review History
Initial sketch plan review April 17, 2023.
Revised sketch plan review July 11, 2023.
Landscape plan review October 9, 2023.
Location: West of Manning Avenue N, south of Stillwater Way N, north Stillwater Blvd N.
Current Land Use Category: Commercial and V-MDR
Adjacent and Surrounding Land Use: Commercial to the east, V-MDR to the north, V-MDR to the
south and west
Special Landscape Provisions in addition to the zoning code: none
Tree Preservation: 105. 12. 470
• A tree preservation plan was submitted that generally meets the requirements, but requires
the following adjustments prior to approval:
o Amend the tree inventory to also list the health (good, fair, poor) of all existing
significant trees in its own column
o Graphically represent the estimated extent of the tree canopy of all trees to be
protected, and ensure that the tree protection fencing shown is placed outside the
Critical Root Zone (CRZ) of each tree.
Bridgewater Village CUP Review – Landscape and Tree Preservation – October 9, 2023
2
Landscape Requirements: 105. 12. 480
• The landscape plan will need to be updated prior to approval, and needs to show:
o Tree protection fencing around trees to be preserved
o A plant schedule that includes estimated spread at planting and at maturity
o Ground cover materials for all areas proposed to be disturbed
o Provisions for irrigation
o A topsoil preservation plan, including stockpile location, and calculations that a sufficient
amount of topsoil will be set aside to restore the site to a depth of 4” (see 105.12.480 (a) (9)
and (h) for additional detail)
• Outline the required number of trees per code in a table or note on the sheet:
o Provide a measurement for the linear feet of street frontage to ensure that the proposed
number of trees meets the 1 tree per 50 feet of street frontage required by code.
o Include the area measurement for number of acres disturbed by this phase of
development. Five trees are required for every one acre of land disturbed.
• The current plant schedule does not meet the minimum tree composition requirements. At
least 25% of the proposed trees need to be coniferous.
Recommendation:
Revise and resubmit tree preservation and landscape plans per the guidance provided in this memo
in order to satisfy code requirements.
Hoisington Koegler Group, Inc.
Sarah Evenson, PLA (MN)
City of Lake Elmo Municipal Landscape Architect
P: (262) 391-7653
E: Sarah@hkgi.com
LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL
Fire Prevention, Code Enforcement, and Public Education
“Proudly Serving Neighbors and Friends”
September 28, 2023
Sophia Jensen, Planner
City of Lake Elmo
Re: Bridgewater Village, PID 1202921440023, Application Review
Prepared by: Anthony Svoboda, Fire Marshal
Approved by: Dustin Kalis, Fire Chief
Applicable Codes:
2020 Minnesota State Fire Code
2020 Minnesota State Building Code
Lake Elmo Fire Department Fire Code Policies
NFPA 13, 2016 edition
NFPA 13D, 2016 edition
Fire Department Comments:
1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning
radiuses.
2) Approved fire apparatus roads shall be provided and maintained throughout all development phases in
coordination with engineering, public works, planning, and fire departments.
3) Project construction phasing shall accommodate emergency access to the entire construction zone at all times,
generally meaning two separate means of entrance/exit as defined in the code. Phasing plan to be approved by
the fire department prior to construction.
4) An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. On-
street parking shall be provided in approved locations following review by Engineering and Public Works. Parking
shall be prohibited on both sides of private drive lanes.
5) Street names and addressing shall be consistent with the Washington County Uniform Street Naming and
Property Numbering System. Street names proposed on document are acceptable.
6) Fire hydrants shall be provided in approved locations following review by Engineering and Public Works.
LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL
Fire Prevention, Code Enforcement, and Public Education
“Proudly Serving Neighbors and Friends”
7) Building address numbers shall be plainly visible from the street fronting the property and shall be contrasting
color from the background. Size and placement of address numbers shall be approved by the fire and planning
departments.
8) Fire sprinkler systems shall be installed in the townhome buildings compliant with provisions of the 2016 NFPA
Standard 13D, Installation of Sprinkler Systems in One- and Two-Family Dwellings or IRC P2904. City permit
required prior to initiation of work. A permit is required prior to work.
9) A fire sprinkler system shall be installed in commercial buildings in accordance with the Minnesota State Fire
Code and Chapter 1306 of the Minnesota State Building Code. A permit is required prior to work.
a. Fire Department sprinkler connection locations to be approved prior to installation.
10) A fire alarm system shall be installed in commercial buildings in accordance with the Minnesota State Fire Code
and Lake Elmo Ordinances. A permit is required prior to work.
11) A KNOX rapid access lockbox shall be installed in an approved location, on all commercial buildings.
12) KNOX locking Fire Department Connection Caps shall be installed on all fire department connections.
13) All parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000
pounds.
Questions, clarifications, or the request to provide code documents can be made using the contact information listed
below.
Respectfully,
PUBLIC WORKS
Wayne Sandberg, P.E., Director, County Engineer
Frank D. Ticknor, P.E., Deputy Director
October 6, 2023
Sophia Jensen
City Planner
City of Lake Elmo
3880 Laverne Avenue
Lake Elmo, MN 55042
Comments on Bridgewater Preliminary Plat Application on CSAH 14 & 15
Dear Sophia Jensen,
Thank you for the opportunity to review and comment on the Bridgewater Preliminary Plat on CSAH 14 & 15. We
are grateful for the City of Lake Elmo’s partnership on this project. Our development review team has reviewed
the plans and offers the following comments:
It is appreciated that the developer has revised their plans based on the past County Comments. The updated site
plans have removed the driveway access point off CSAH 15, which connected to the Holiday South Driveway to the
north. The County supports the access points to the site on Stillwater Way N and CSAH 14 (Stillwater Blvd). These
connections eliminate the need for a connection CSAH 15.
A trail connection that connects the existing trail along CSAH 15 to the new proposed access to the west would
improve pedestrian connectivity in the area. The current proposal has a trail along CSAH 14 ending at the access
point. We recommend that, at a minimum, the developer install the trail to the edge of their property along CSAH
14. It would be a great addition to get the trail installed to connect to Stillwater Way to the west. The boulevard
has already been graded, and this would connect the trail all the way to downtown Lake Elmo. Additionally, we
recommend that the developer connect the trail with the internal sidewalk network on the site such that trail
users may access the businesses without overly circuitous routing.
Washington County's policy is to assist local governments in promoting compatibility between land use and
highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise
from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA),
the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota
Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use
activities listed in the MPCA's Noise Area Classification (NAC), where the establishment of the land use would
result in violations of established noise standards. Minnesota Statute 116.07, Subpart 2a exempts County Roads
and County State Aid Highways from noise thresholds. County policy regarding development adjacent to existing
highways prohibits the expenditure of highway funds for noise mitigation measures. The developer should assess
the noise situation and take any action outside of County right of way deemed necessary to minimize the impact
of any highway noise.
A Right of Way Permit will be required for any work within the County highway right of way as it relates to the
development. As the development progresses, a plan set will be required with the application and include any
grading, culvert installation, water and sewer services, parallel trail development, signage, and any landscaping
and other improvements within the County right of way.
A great place to live, work and play…today and tomorrow
Government Center | 14949 62nd Street North | P. O. Box 6 | Stillwater, MN 55082-0006
P: 651-430-6001 | F: 651-430-6017 | TTY: 651-430-6246
www.co.washington.mn.us
Washington County is an equal opportunity organization and employer
Additionally, the developer or the City will need to submit a drainage report and calculations for review of any
downstream impacts to the county drainage system. Along with the drainage calculations, we will request written
conclusions that the volume and rate of stormwater run-off into the county right of way will stay the same as part
of the project.
All utility connections to County highway right of way for the development require Washington County Right of
Way permits. Typically, these utility connection permits are the responsibility of the utility companies.
Thank you again for the opportunity to provide comments on the preliminary plat for Bridgewater. We look
forward to continuing to work with you and the City of Lake Elmo to ensure that development in this area is
successful and well-served by the transportation network. Thank you again for this opportunity to comment on
the plans for the project. If you have any questions, please get in touch with me at 651-430-4307 or
daniel.elder@co.washington.mn.us
Sincerely,
Daniel Elder
Planner II
Cc (email only):
Wayne Sandberg, Public Works Director/County Engineer
Frank Ticknor, Deputy Director Public Works
Lyssa Leitner, Public Works Planning Director
Joe Gustafson, Traffic Engineer
Kevin Peterson, Design Engineer