HomeMy WebLinkAbout#08 - Bridgewater Village Revised Final Plat & Tree MiitigationSTAFF REPORT
DATE: 8/20/24
CONSENT
Motion
TO: Lake Elmo City Council
FROM: Nathan Fuerst, AICP, Consulting Planner
AGENDA ITEM: Bridgewater Village Revised Final Plat and Development Agreement
REVIEWED BY: Jason Stopa, Community Development Director
BACKGROUND:
Bridgewater Village is a mixed-use development on about 24 acres which will contain four
commercial lots and five outlots.
On May 21, 2024 the City Council voted to conditionally approve the final plat for Bridgewater
Village through Resolution 2024-067. At the time of development approval, it was noted that the
final plans had yet to be approved by the Valley Branch Watershed District. Resolution 2024-067
required resubmittal of the final plat should changes to the stormwater outlots be necessary for
Valley Branch Watershed and City approval.
The Applicant has continued to work through City conditions of approval and has resubmitted
revised final construction plans. This staff report addresses two areas of change in the final plans
that require City Council consideration and approval as summarized below:
• Revised boundaries for Outlots B & C, the stormwater management outlots.
• Revised tree mitigation plan, added tree removals and proposed mitigation plantings
ISSUE BEFORE THE COUNCIL:
The City Council should review and act on the revised Final PlatTree Mitigation Plan.
PROPOSAL DETAILS/ANALYSIS:
Overall Plat Summary:
Gross Site Area - Total 24.13 acres
Wetland Area 0.0 acres
Arterial ROW 0.94 acres
Net Site Area - Total 23.19 acres
City Council Meeting
August 20, 2024
Net Site Area – First Addition
(commercial lots)
7.0 acres
Net Site Area – VMDR area 16.19 acres
Minimum Units (3.01 u/a) 49
Maximum Units (8.0 u/a) 130
Bridgewater Village is 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 Commercial (C) lots. The
remaining land area is guided and zoned as Village Medium Density Residential (V-MDR).
The VMDR area shown on the development master plan will be developed in a future phase. Those
lots were shown on the preliminary plat to be outlots which will be replatted when market
conditions allow per the Applicant’s narrative. No approvals have yet been requested or granted
for the future residential area.
Final Plat Conformance
Several minor changes have occurred to the Final Plat which were identified during the review
process following the Preliminary Plat approval. The changes made to the final plat are related to
stormwater management requirements of the City and Valley Branch Watershed District.
The western and northern lot boundaries of Outlot B, those shared with Outlot D, have moved
west approximately 80 feet and north approximately 20 feet, respectively.
The shared lot line of Outlod D and Lot 1, Block 2, has moved west approximately 12 feet.
Based on the fact that the revisions are to address stormwater management requirements, staff
are supportive of the changes, and consider them to be minor in nature. Because the revised final
plat is in substantial compliance with the preliminary plat, an amendment to the preliminary plat
is not determined to be necessary.
Landscaping and Tree Preservation: In the process of compiling final construction plans, the
Developer’s team identified a need to mass grade the entire site including the VMDR areas to
appropriately manage stormwater. This created impacts to trees which were previously to be
removed and mitigated by future development.
Generally, the trees along the western border of Outlot E will need to be removed for grading.
These are boundary trees which are visible from abutting roadways. Most of the trees proposed
for removal are softwoods, and the proposed replacement trees are hardwoods generally of
higher quality. Together City’s Landscape Architect and Planning staff identified one high
quality specimen tree for which removal should be avoided. It is a 45” burr oak.
The Developer’s engineer was alerted to this removal and has revised and resubmitted plans
detailing how that specimen tree will be saved.
City Council Meeting
August 20, 2024
Staff suggest approval contingent upon satisfying the comments in the Landscape Architect’s
Memo dated July 26, 2024, or as subsequently revised. A condition of approval to meet the
City’s Landscape Architect’s comments already exists in Resolution 2024-067.
Updated Review Comments:
City Engineer Comments:
The City Engineer is currently reviewing the final construction plans that were submitted to the
City on July 15, 2024, and resubmitted on August 9, 2024. Additional information is also required
from the Applicant, and any public improvements shall be consistent with the City Engineering
Design Standards Manual dated January 2022.
Landscape Architect Comments:
See attached memo dated July 26, 2024. Conditional approval is suggested.
Valley Branch Watershed District:
The applicant has submitted a permit application to the Valley Branch Watershed District. A
review and possible approval is expected to occur by the VBWD on August 22, 2024. Staff are in
communication with the VBWD and seeking to coordinate on permitting reviews and timelines as
necessary.
RECOMMENDED FINDINGS OF APPROVAL:
Staff recommends approval of the Final Plat and associated plans based the following criteria:
1. That all the requirements of City Code Section 103.00.100 related to the Final Plans and
Final Plat have been met by the Applicant.
2. That the Bridgewater Village Final Plat consists of 4 commercial lots plus an outlots
intended for future residential development and stormwater management.
3. That the Revised Bridgewater Village Final Plat is generally consistent with the
Preliminary Plat as approved by the City of Lake Elmo on February 6, 2024.
4. That the Revised Bridgewater Village Final Plat is generally consistent with the
conditional approval of the Final Plat by the City of Lake Elmo on May 21, 2024.
5. That the Revised Bridgewater Village Final Plat is consistent with the intent of the 2040
Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area.
6. That the Revised Bridgewater Village Final Plat complies with the general intent of the
Commercial zoning district.
7. That the Revised Bridgewater Village Final Plat generally complies with the Lake Elmo
Design Guidelines and Standards Manual.
8. That the Bridgewater Village Final Plat generally complies with the City’s Subdivision
regulations.
9. That the Revised Bridgewater Village Final Plat generally complies with the City’s
Zoning Code.
10. That the Revised Bridgewater Village Final Plat is generally consistent with the City’s
engineering standards with the exceptions noted by the City Engineer in their review
comments to the City dated April 15, 2024, and as otherwise identified in future reviews.
City Council Meeting
August 20, 2024
RECOMMENDED CONDITIONS OF APPROVAL:
Staff recommends the City Council approve of the Final Plat request with the following
conditions:
1. All conditions of Resolution 2024-067 shall still be in effect.
FISCAL IMPACT: Prior to recording the Final Plat, the Applicant will pay the City fees for
utility connections, the AUAR fee, and Parkland Dedication. Building Permit fees will be collected
at the time of permit issuance. No financial assistance is being provided by the City as part of this
project.
RECOMMENDATION:
Staff recommends the City Council approve this item adopting Resolution 2024-090 on its
consent agenda, or by approving the developer’s agreement for Lake Elmo Townhomes 8 with
the following motion:
“Motion to adopt Resolution 2024-090 approving the revised final plat, requested by
Bridgewater Bancshares, INC., for Bridgewater Village based on the findings of fact and
condition of approval listed therein.”
ATTACHMENTS:
1. Resolution 2024-090 Approving Revised Bridgewater Village Final Plat
2. Final Plat and Project Plans
3. City Engineer Memo
4. Landscape Architect Memo
CITY OF LAKE ELMO
WASHINGTON COUNTY
STATE OF MINNESOTA
RESOLUTION NO. 2024-090
RESOLUTION APPROVING A REVISED FINAL PLAT FOR 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, the City of Lake Elmo has established a Comprehensive Plan that includes
background data, policy statements, standards, and maps that help to guide the future physical,
social, and economic development of the City; and
WHEREAS, Bridgewater Bancshares, Inc., (the “Applicant) has requested a Final Plat for
Bridgewater Village, on property legally described on Exhibit A attached hereto (the “Property”),
consisting of approximately 24.13 acres for development of 4 commercial lots; and,
WHEREAS, the final plat is for Bridgewater Village, which will include commercial lots
plus outlots for future residential development and stormwater management; and
WHEREAS, the Lake Elmo City Council reviewed and conditionally approved an initial
version of the Final Plat through Resolution 2024-067; and
WHEREAS, the Applicant was required to revise outlots B and C to meet City and
Watershed requirements for grading and stormwater management; and
WHEREAS, the Applicant revised and resubmitted the Final Plat to the City on July 15,
2024; and
WHEREAS, the revised final plat is further depicted on Exhibit B attached hereto; and
WHEREAS, the Lake Elmo City Council reviewed the revised Final Plat request at its
meeting held on August 20, 2024 and voted to approve the item with the following findings of fact:
1. That all the requirements of City Code Section 103.00.100 related to the Final Plans and
Final Plat have been met by the Applicant.
2. That the Bridgewater Village Final Plat consists of 4 commercial lots plus an outlots
intended for future residential development and stormwater management.
3. That the Bridgewater Village Final Plat is generally consistent with the Preliminary Plat as
approved by the City of Lake Elmo on February 6, 2024.
4. That the Bridgewater Village Final Plat is consistent with the intent of the 2040 Lake Elmo
Comprehensive Plan and the 2040 Land Use Map for this area.
5. That the Bridgewater Village Final Plat complies with the general intent of the Commercial
zoning district.
6. That the Bridgewater Village Final Plat generally complies with the Lake Elmo Design
Guidelines and Standards Manual.
7. That the Bridgewater Village Final Plat generally complies with the City’s Subdivision
regulations.
8. That the Bridgewater Village Final Plat generally complies with the City’s Zoning Code.
9. That the Bridgewater Village Final Plat is generally consistent with the City’s engineering
standards with the exceptions noted by the City Engineer in their review comments to the
City dated April 15, 2024, and as otherwise identified in future reviews.
NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve
Bridgewater Village Final Plat subject to the following condition:
1. All conditions of Resolution 2024-067 shall still be in effect.
Passed and duly adopted this 20th day of August, 2024 by the Lake Elmo Minnesota City Council.
____________________________________
Charles Cadenhead, Mayor
ATTEST:
____________________________________
Julie Johnson, City Clerk
Resolution 2024-090
Exhibit A
Legal Description of Subject Property
Resolution 2024-090
Exhibit B
Lake Elmo Townhomes 8 Final Plat
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939TEMPORARY SEDIMENT BASINWITH APPROXIMATELY 24.2ACRES OF CONTRIBUTINGDRAINAGE * 1800 CF/AC =43,560 CF = 1.0 AF OFTEMPORARY STORAGELANDSCAPING TO BEREMOVEDSTORM SEWER TOREMAINREMOVE ANDREPLACE FESDWN 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 8/9/2024 DAUGHERTY, ADAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/9/2024 12:54:17 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA08/05/20243008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTAL
203/18/2024 90% CITY RESUBMITTAL
3
4
07/15/2024
08/05/2024
PERMIT SET
PERMIT SETWARNING: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 DIGDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5929607/12/2024( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080C-002EXISTING, REMOVALS, &PRE-CONSTRUCTIONEROSION CONTROL1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.SEE SHEET G-002 FOR GRADING AND EROSION CONTROLNOTES.3.CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALLTIMES THROUGHOUT THE DURATION OF THE PROJECT.CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECTDOWNSTREAM WATERS FROM CONSTRUCTION RUNOFF.4.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BEUSED FOR TREE PROTECTION.5.CONSTRUCTION LIMITS ARE SHOWN OFFSET FROM PROPERTYLINE FOR CLARITY, WHERE APPLICABLE.6.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE.7.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.8.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.9.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 ALIGNMENTSTANTEC NOTES
LINE TABLE: ALIGNMENTSLINE #L3L7L1L2L4L5L6L11L8L9LENGTH156.31'614.20'1156.83'1156.83'524.64'397.26'191.04'35.70'662.33'1.14'DIRECTIONN33° 48' 11"WN0° 38' 56"WN56° 11' 50"EN56° 11' 50"EN89° 21' 04"EN0° 06' 02"WN36° 03' 44"WN13° 34' 55"EN89° 21' 04"ES72° 04' 24"EALIGNMENT NAMELINORA AVE N ROAD CENTERLINELINORA AVE N ROAD CENTERLINESTILLWATER WAYSTILLWATER WAYUPPER 40TH ST N CENTERLINEUPPER 40TH ST N CENTERLINEUPPER 40TH ST N CENTERLINEUPPER 40TH ST N CENTERLINESOUTH TRAIL CENTERLINESOUTH TRAIL CENTERLINECURVE TABLE: ALIGNMENTSCURVE #C6C1C2C3C4C5C7C8RADIUS90.004584.922288.7890.00150.00150.0075.0075.00LENGTH52.08249.99677.93140.5135.82129.9737.1761.48DELTA ANGLE33.153.1216.9789.4513.6849.6428.3946.97ALIGNMENT NAMELINORA AVE N ROAD CENTERLINESTILLWATER WAYSTILLWATER WAYUPPER 40TH ST N CENTERLINEUPPER 40TH ST N CENTERLINEUPPER 40TH ST N CENTERLINESOUTH TRAIL CENTERLINESOUTH TRAIL CENTERLINEPROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.42 ACRESBOTTOM: 916.0NWL: 926.0HWL: 931.8EOF: 934.35PROPOSED INFILTRATIONBASINAREA: 0.81 ACRESBOTTOM: 925.0NWL: 925.0HWL: 928.6EOF: 932.0L2L1
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150'180'
1
5
0
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1
8
0
'118'LINORA AVE N PROPOSED120' ROWEXISTING150' ROW3
3
1
'TRAIL EASEMENT 15'AND 10' UTILITYEASEMENTUTILITYEASEMENT10'TRAIL EASEMENT 15'AND 10' UTILITYEASEMENTLINDEN AVENUE STILLWATER WAY NUPPER 40TH ST NSTILLWATER BLVDSTILLWATER BLVD 90'COMMERCIAL LOT 1:1.64 ACRES(HOAOWNED)OUTLOT E: 2.35ACRESCOMMERCIAL AREALOT 2: 1.70 ACRESCOMMERCIAL AREALOT 3: 1.82 ACRESCOMMERCIAL AREALOT 4: 1.90 ACRESOUTLOT D: 6.31ACRES(HOA OWNED)OUTLOT AREA A:0.82 ACRES(HOAOWNED)PROPOSED85' ROWPROPOSED80' ROWPROPOSED85' ROWPROPOSED80' ROWPROPOSED
8
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DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/9/2024 12:56:15 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA08/05/20243008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTAL
203/18/2024 90% CITY RESUBMITTAL
3
4
07/15/2024
08/05/2024
PERMIT SET
PERMIT SETWARNING: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 DIGDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5929607/12/2024( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080C-100SITE GEOMETRICS PLAN
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TPTPTPPROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.42 ACRESBOTTOM: 916.0NWL: 926.0HWL: 931.8EOF: 934.35PROPOSED INFILTRATIONBASINAREA: 0.81 ACRESBOTTOM: 925.0NWL: 925.0HWL: 928.6EOF: 932.0►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►
►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►STILLWA
TER
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NSTILLWATER BLVDSTILLWATER BLVDUPPER 40TH ST NLINDEN AVENUESOIL CORRECTION WILL BE REQUIRED FOR SURFACEINFILTRATION BASIN. SEE PRIVATE NOTES 11,12, AND 13ON SHEET C-101 FOR SPECIFIC INFORMATIONINFILTRATION BASINMAINTENANCE ROADSITE OUTFALL POINTCONNECT TO EXISTINGSTORM SEWERINFILTRATIONBASINOUTLETPIPEWET PONDOUTLET PIPESWETPONDOCSINFILTRATION BASINMAINTENANCE ROAD(HOA OWNED)OUTLOT E: 2.35 ACRESCOMMERCIAL LOT 1:1.64 ACRESCOMMERCIAL AREALOT 2: 1.70 ACRESCOMMERCIAL AREALOT 3: 1.82 ACRESCOMMERCIAL AREALOT 4: 1.90 ACRESOUTLOT D: 6.31 ACRES(HOA OWNED)OUTLOT AREA A:0.82 ACRES(HOA OWNED)EOF:934.35EOF:933.30EOF:933.15EOF:933.96EOF:933.50EOF:934.748+710+511+002+003+004+005+006+007+008+0014+550+001+002+003+004+005+006
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0
0
7+00 8+00 9+00 10+00 11+00
12+00 13+0014+008+230+00 1+00 2+00 3+00 4+00 5+00 6+00 7+008+0024" RCP18" RCP30" RCP36" RCP15" RCP15" RCP18" RCP15" RCP24" RCP24" RCP24" RCP42" RCP42" RCP12" RCP42" RCP24" RCP42" RCP18" RCP18" RCP24" RCP18" RCP24" RCP12" RCP21" RCP21" RCP30" RCP30" RCP24" RCP18" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP24" RCP15" RCP15" RCPLINORA AVENUE
►►►►►►►►►►EOF:933.12EOF:931.15EOF:932.48EOF:932.00EOF:933.16EOF:933.57EOF:933.57EOF:934.22EOF:934.22EOF:934.33INFILTRATIONBASIN OUTLETCONTROLSTRUCTURE24" RCP24" RCP24" RCP18" RCP18" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCPDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg 8/9/2024 DAUGHERTY, ADAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/9/2024 12:56:56 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA08/05/20243008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTAL
203/18/2024 90% CITY RESUBMITTAL
3
4
07/15/2024
08/05/2024
PERMIT SET
PERMIT SETWARNING: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 DIGDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5929607/12/2024( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080C-101GRADING AND DRAINAGE -OVERALLNOTE: SEE SHEET G-002 FOR GRADING AND EROSION CONTROL PLANNOTESSTANTEC NOTES1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED3.CONSTRUCTION SHALL HAVE STABILIZED EXIT AT ALL TIMETHROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR ISULTIMATELY RESPONSIBLE TO PROJECT DOWNSTREAM WATERSFROM CONSTRUCTION RUNOFF.4.UNTRENCHED SILT FENCE OR ORANGE SNOW FENCE MAY BE USEDFOR TREE PROTECTION.5.CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFFSET TO THEPROPERTY LINE FOR CLARITY, WHERE APPLICABLE.6.CLEAR AND GRUB AS NEEDED WITHIN LIMITS OF DISTURBANCE7.EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES4:1 OR STEEPER, UPON COMPLETION OF GRADING.8.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONPOINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE FORVERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OFIMPROVEMENTS AND FOR MAKING NECESSARY ADJUSTMENTS INTHE FIELD FOR CONSTRUCTABILITY AND TO ENSURE SMOOTHTRANSITIONS TO FIELD CONDITIONS. CONTRACTOR SHALL NOTIFYENGINEER IN WRITING OF ANY FIELD DISCREPANCIES. CONTRACTORIS RESPONSIBLE FOR REWORK OF ANY UNCOMMUNICATEDDISCREPANCIES.9.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER ANDENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN THECONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELDCHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT PRIORWRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO NOTIFYOWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT BEFOREPROCEEDING WITH INSTALLATION RELIEVES OWNER AND ENGINEEROF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.10.CONTRACTOR TO PROVIDE SOIL CORRECTIONS BELOW THEFOOTPRINT OF THE SURFACE INFILTRATION BASIN. SOILCORRECTION SHALL BE PROVIDED TO A DEPTH OF 5 FEET BELOWTHE FINISHED GRADE OF THE INFILTRATION BASIN. CORRECTIONSHALL REMOVE SOILS THAT PROHIBIT INFILTRATION, WHICHINCLUDES ALL SOIL TYPES THAT ARE NOT SP CLASSIFIED UNIFORMSANDS OR SP-SM CLASSIFIED SILTY SANDS OR SM SILTY SANDS, ANDPROVIDE A CLEAN SAND IN ACCORDANCE WITH MNDOT 3149.2BMODIFIED SO THAT NO MORE THAN 5% PASSES THE NO. 200 SIEVEAND NO MORE THAN 50 PERCENT PASSING THE #40 SIEVE, IMPORTEDTO THE SITE AND COMPACTED IN PLACE. SOILS SHALL BECORRECTED TO A DEPTH OF 5 FEET BELOW THE FINISHED GRADE OFTHE INFILTRATION BASIN WHICH CORRESPONDS TO AN ELEVATIONOF 920' BELOW THE BASIN BOTTOM, WITH ELEVATIONS BELOW THESIDE SLOPES BEING VARIABLE.11.ON SITE SANDY SOIL MAY BE MINED AND USED FOR SOILCORRECTION IF TESTED AND APPROVED BY OWNER'SGEOTECHNICAL REPRESENTATIVE.12.OWNER'S GEOTECHNICAL REPRESENTATIVE SHALL BE PRESENT ONSITE AT TIME OF CORRECTION. CONTACT A MINIMUM OF 2 BUSINESSDAYS PRIOR TO COMMENCING CORRECTION ACTIVITIES.13.FOR PLANTING AREAS (12 INCH UNCOMPACTED DEPTH),INCORPORATE 3 INCHES OF COMPOST INTO THE TOP 5 INCHES OFCOMPACTED SOIL TO CREATE A TOPSOIL LAYER WITH A MINIMUMDEPTH OF 8 INCHES. SOILS BELOW THE TOP SOIL LAYER SHALL BESCARIFIED TO AT LEAST 4 INCHES.14.FOR TURF AREA (12 INCH UNCOMPACTED DEPTH), INCORPORATE1.75 INCHES OF COMPOST INTO THE TOP 6.25 INCHES OFCOMPACTED SOIL TO CREATE A TOPSOIL LAYER WITH A MINIMUMDEPTH OF 8 INCHES. SOILS BELOW THE TOP SOIL LAYER SHALL BESCARIFIED TO AT LEAST 4 INCHES.CITY STANDARD GRADING NOTES
1.SEE CIVIL ENGINEER'S PLANS FOR SITE PLAN LAYOUT ANDDIMENSIONS2.SEE CIVIL ENGINEER'S PLANS FOR PROPOSED UTILTIESGENERAL NOTESPROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.42 ACRESBOTTOM: 916.0NWL: 926.0HWL: 931.8EOF: 934.35PROPOSED INFILTRATIONBASINAREA: 0.81 ACRESBOTTOM: 925.0NWL: 925.0HWL: 928.6EOF: 932.0►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I I 935933 934934934 936932932932932933933 935935933933934934934935934
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►►►►►►IIIIIIIII►►►►►►►►►►►►►►►►I I I IIIIIIIIIIIIIIIIII ►►►►►►►►►►►►DWN BY:ISSUE DATE:PROJECT NO.:\\Us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 TREE PRESERVATION.dwg 8/9/2024 DAUGHERTY, ADAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/9/2024 1:32:00 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA08/05/20243008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTAL
203/18/2024 90% CITY RESUBMITTAL
3
4
07/15/2024
08/05/2024
PERMIT SET
PERMIT SETWARNING: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 DIGDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5929607/12/2024( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080L-101TREE PRESERVATION PLAN00EXISTING TREE TO BE REMOVED1.TOTAL TREE INCHES SURVEYED: 5741.1.TOTAL SIGNIFICANT TREE INCHES: 4871.1.1.TOTAL COMMON SIGNIFICANT INCHES:4001.1.1.1.ALLOWED REMOVAL INCHES:1201.1.2.TOTAL HARDWOOD SIGNIFICANT INCHES:451.1.2.1.ALLOWED REMOVAL INCHES:141.1.3.TOTAL CONIFEROUS/EVG. SIGNIFICANT INCHES:421.1.3.1.ALLOWED REMOVAL INCHES:131.2.TOTAL ALLOWED REMOVAL INCHES: 1462. TREE MITIGATION INCHES: 4872.1.TOTAL MITIGATION INCHES AFTER ALLOWED REMOVAL:3412.1.1.(COMMON TREES; 280 INCHES, HARDWOOD SPECIMEN; 45, CONIFEROUS/EVG. 29)3.REQUIRED TREE MITIGATION CALCS3.1.COMMON REPLACEMENT REQUIRED (14 INCHES REMOVED); 280 X .25 = 70 DBH3.2.HARDWOOD REPLACEMENT REQUIRED (12 INCHES REMOVED); 31 X .5 = 15.5 DBH3.3.CONIFEROUS/EVG. REPLACEMENT REQUIRED ( 12 INCHES REMOVED); 29 X .5 = 15 DBH4.TOTAL TREE MITIGATION INCHES REQUIRED 100.5 (OR 41 TREES AT 2.5" DIA.)4.1.DEVELOPMENT OVERSTORY TREES PROPOSED ON COMMERCIAL LOTS = 112 (SEE SHEET L-201)TREE 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 NOTESLEGENDTREE INVENTORYJDRMSFMSFDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5654107/12/2024
1.SEE CIVIL ENGINEER'S PLANS FOR SITE PLAN LAYOUT ANDDIMENSIONS2.SEE CIVIL ENGINEER'S PLANS FOR PROPOSED UTILTIESGENERAL NOTESLEGENDNATIVE SEED TYPE ADRY PRAIRIE GENERALMNDOT #35-221LOW MAINTENANCE TURFMNDOT #25-1311.TREE LOCATIONS1.1.MINIMUM 5' FROM BACK OF CURB OR EDGE OF SIDEWALK.1.2.MINIMUM 10' FROM UTILITIES.1.3.(5) TREES FOR EVERY (1) ACRE OF LAND DISTURBED1.3.1.22.43 ACRES DISTURBED1.3.1.1.RESIDENTIAL / COMMERCIAL LOTS: 15.72 AC1.3.1.2.STORMWATER OUTLOTS: 2.84 AC1.3.1.3.ROW: 3.87 AC1.3.2.TREES REQUIRED: 1121.3.3.TREES PROPOSED: 1121.4.MIN. ONE (1) TREE PER EVERY FIFTY (50) FEET STREET FRONTAGE: 4,056 LF1.4.1.STREET FRONTAGE TREES REQUIRED: 811.4.2.STREET FRONTAGE TREES PROPOSED: 81MUNICIPAL LANDSCAPE REQUIREMENTSNATIVE SEED TYPE BMESIC PRAIRIE GENERALMNDOT #35-241TWO-YEAR STABILIZATIONMNDOT #22-111PROPOSED OFFICE BUILDING 2AREA: 9,250 SFGROSS AREA 18,500FFE: 935.00PROPOSED WET PONDFOR IRRIGATION REUSEAREA: 1.42 ACRESBOTTOM: 916.0NWL: 926.0HWL: 931.8EOF: 934.35PROPOSED OFFICE BUILDING 1AREA: 10,200 SFGROSS AREA 20,400FFE: 935.00TOTAL ROW AREA: 3.87 ACRESOUTLOT AREA C: 1.48 ACRESCOMMERCIAL AREA LOT 2: 1.70 ACRESCOMMERCIAL AREA LOT 3: 1.82ACRESCOMMERCIAL AREA LOT 4: 1.90 ACRESOUTLOT AREA A: 0.82 ACRESOUTLOT E: 2.35 ACRESOUTLOT AREA B: 1.21 ACRESCOMMERCIAL LOT 1: 1.64 ACRESPROPOSED RETAIL
BUILDING
AREA: 12,000 SF
FFE: 938.00 OUTLOT D: 6.31 ACRESPROPOSED INFILTRATIONBASINAREA: 0.81 ACRESBOTTOM: 925.0NWL: 925.0HWL: 928.6EOF: 932.0(HOA OWNED)(HOA OWNED)(HOA OWNED)(HOA OWNED)(HOA OWNED)PROPOSED BUILDINGAREA: 7,237 SFFFE: 935.00►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►►I I III
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IIIIIIIII►►►►►►►►►►►►►►►►I I I IIIIIIIIIIIIIIIIII ►►►►►►►►►►►►SYMBOLCODEQTYBOTANICAL NAMECOMMON NAMECONTCALEVERGREEN TREESAB7ABIES BALSAMEABALSAM FIRB&B6` HT.JE8JUNIPERUS VIRGINIANAEASTERN REDCEDARB&B6` HT.PD15PICEA GLAUCA 'DENSATA'BLACK HILLS SPRUCEB&B6` HT.PC219PINUS CEMBRASWISS STONE PINEB&B6` HT.OVERSTORY TREESAS29ACER X FREEMANII 'SIENNA' TMSIENNA GLEN MAPLEB&B2.5"BR21BETULA NIGRACLUMPRIVER BIRCHB&B6` HT.CO19CELTIS OCCIDENTALISCOMMON HACKBERRYB&B2.5"GI15GLEDITSIA TRIACANTHOS VAR. INERMIS 'HARVE'NORTHERN ACCLAIM THORNLESS HONEYLOCUSTB&B2.5"QB12QUERCUS BICOLORSPRING DUGSWAMP WHITE OAKB&B2.5"TB29TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDENB&B2.5"UP19ULMUS AMERICANA 'LEWIS & CLARK'PRAIRIE EXPEDITION ELMB&B2.5"PLANT SCHEDULEDWN BY:ISSUE DATE:PROJECT NO.:\\us0242-ppfss01\shared_projects\193806140\LDev\5_DESIGN\1_CAD\3 PLANSHEETS\L-201 LANDSCAPE PLAN.dwg 8/9/2024 DAUGHERTY, ADAM
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:8/9/2024 1:33:31 PM
CLIENT:PROJECT TITLE:CHK'D BY:APP'D BY:CERTIFICATION:1 CARLSON PKWY NPLYMOUTH, MN 55447PHONE: 763-479-4200WWW.STANTEC.COMBRIDGEWATER VILLAGE
LAKE ELMO MINNESOTA, WASHINGTON COUNTY193806140SAGMJSJRA08/05/20243008/18/2023 30% SET FOR PRELIMINARY PRICING
109/22/2023 60% DESIGN FOR CITY SUBMITTAL
203/18/2024 90% CITY RESUBMITTAL
3
4
07/15/2024
08/05/2024
PERMIT SET
PERMIT SETWARNING: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 DIGDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:5929607/12/2024( IN FEET )GRAPHIC SCALE1 inch = 80 ft.08016080L-201LANDSCAPE PLANJDRMSFMSFDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5654107/12/2024MARK FLICKER