HomeMy WebLinkAbout2022-12-14 Planning Commission Regular MeetingAg enda
Planning Commission
City Of E dina, Minnesota
City H all, Council Cham ber s
Wednesday, December 14, 2022
7:00 PM
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I.Ca ll To Ord er
II.Roll Ca ll
III.Approva l Of Meeting Agenda
IV.Approva l Of Meeting Min u tes
A.Draft Minutes of Regu la r Meetin g Novem b er 16, 2022
V.Com m u n ity Com m ent
During "Community Comment," the Board/Commission will invite residents to share relevant issues
or concerns. Individuals must limit their comments to three minutes. The Chair may limit the
number of speakers on the same issue in the interest of time and topic. G enerally speaking, items
that are elsewhere on tonight's agenda may not be addressed during Community Comment.
Individuals should not expect the Chair or Board/Commission Members to respond to their
comments tonight. Instead, the Board/Commission might refer the matter to sta% for
consideration at a future meeting.
VI.Pu b lic Hea rings
A.Site Plan Review with Va ria n ces - 5100 Edin a Industrial
Boulevard
VII.Rep orts/Recom m en d ation s
A.Sketch Plan Review - 5201 Grandview Lane
B.Election of Ch air a n d Vice-Cha ir
VIII.Cha ir An d Mem ber Com m ents
IX.Sta3 Com m ents
X.Adjournm en t
The City of Edina wants all residents to be comfortable being part of the public
process. If you need assistance in the way of hearing ampli5cation, an
interpreter, large-print documents or something else, please call 952-927-8861
72 hours in advance of the meeting.
Date: December 14, 2022 Agenda Item #: I V.A.
To:P lanning C ommission Item Type:
Minutes
F rom:Liz O ls on, Administrative S upport S pecialist
Item Activity:
Subject:Draft Minutes of R egular Meeting November 16,
2022
Ac tion
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
Approve the draft minutes from N ovember 16, 2022.
I N TR O D U C TI O N:
AT TAC HME N T S:
Description
Draft Minutes Planning Commission 11-16-22
Draft Minutes☒
Approved Minutes☐
Approved Date: ___, 2022
Page 1 of 3
Minutes
City Of Edina, Minnesota
Planning Commission
Edina City Hall Council Chambers
November 16, 2022
I. Call To Order
Chair Agnew called the meeting to order at 7:00 PM.
II. Roll Call
Answering the roll call were: Commissioners Miranda, Strauss, Alkire, Hu, Bennett, Padilla, Smith, Olson,
and Chair Agnew. Staff Present: Cary Teague, Community Development Director, Kris Aaker, Assistant
Planner, Liz Olson, Administrative Support Specialist.
Absent from the roll call: Commissioner Gandhi.
III. Approval Of Meeting Agenda
Commissioner Padilla moved to approve the November 16, 2022, agenda. Commissioner
Strauss seconded the motion. Motion carried unanimously.
IV. Approval Of Meeting Minutes
A. Minutes: Planning Commission, October 25, 2022
Commissioner Miranda moved to approve the October 25, 2022, meeting minutes.
Commissioner Alkire seconded the motion. Motion carried unanimously.
V. Community Comment
None.
VI. Public Hearings
A. B-22-19 and B-22-20: 3517 & 3601 55th Street West – Lot Width Variances
Assistant Planner Aaker presented the request of 3517 & 3601 55th Street West for Lot Width Variances.
Staff recommended approval of the lot width variances, as requested subject to the findings and conditions
listed in the staff report.
Staff answered Commission questions.
Public Hearing
Draft Minutes☒
Approved Minutes☐
Approved Date: ___, 2022
Page 2 of 3
None.
Commissioner Strauss moved to close the public hearing. Commissioner Smith seconded
the motion. Motion carried unanimously.
The Commission discussed the lot width variances.
Motion
Commissioner Miranda moved that the Planning Commission recommend approval of the lot
width variance at 3517 55th Street West as outlined in the staff memo subject to the conditions
and findings therein. Commissioner Olson seconded the motion. Motion carried unanimously.
Motion
Commissioner Olson moved that the Planning Commission recommend approval of the lot width
variance at 3601 55th Street West as outlined in the staff memo subject to the conditions and
findings therein. Commissioner Alkire seconded the motion. Motion carried unanimously.
B. B-22-21: A 9.55 Foot Front Yard Setback and a 9.6 Foot 1st Floor Height Variance Request
for 4920 Sunnyslope Road
Assistant Planner Aaker presented the request of 4920 Sunnyslope Road for a 9.55 Front Yard Setback
and a 9.6 Foot 1st Floor Height Variance. Staff recommended denial of the variance request based on
findings as stated in the staff report.
Staff answered Commission questions.
Appearing for the Applicant
Mr. Flint, representative for the owner, addressed the Commission and answered questions.
Public Hearing
Mr. Matt Graczyk, 4810 Hilltop Lane, addressed the Commission and indicated he was opposed to the
variance requests.
Mr. Kirk Aadalen, 4800 Hilltop Lane, addressed the Commission and explained he was opposed to this
proposal.
Ms. Lori Grotz, 5513 Park Place, addressed the Commission.
Commissioner Miranda moved to close the public hearing. Commissioner Padilla seconded
the motion. Motion carried unanimously.
The Commission discussed this proposal and asked questions of staff.
Draft Minutes☒
Approved Minutes☐
Approved Date: ___, 2022
Page 3 of 3
Motion
Commissioner Alkire moved that the Planning Commission deny the requested one foot first
floor elevation variance and front yard setback variance for a new home at 4920 Sunnyslope Road
East based on the findings listed in the staff report. Commissioner Miranda seconded the motion.
Motion carried 5 ayes, 3 nays (Smith, Bennett, Olson).
IX. Chair and Member Comments
Received.
X. Staff Comments
Received.
XI. Adjournment
Commissioner Strauss moved to adjourn the November 16, 2022, Meeting of the Edina Planning
Commission at 8:16 PM. Commissioner Smith seconded the motion. Motion carried unanimously.
Date: December 14, 2022 Agenda Item #: VI.A.
To:P lanning C ommission Item Type:
R eport and R ecommendation
F rom:C ary Teague, C ommunity Development Director
Item Activity:
Subject:S ite P lan R eview with Variances - 5100 Edina
Industrial Boulevard
Ac tion
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
R ecommend the C ity C ouncil approve the Site P lan and Variances subject to the findings and conditions outlined
in the staff report.
I N TR O D U C TI O N:
M ike E lsenpeter, on behalf of F irst National B ank is proposing to tear down the existing 20,000 square
foot office building at 5100 Edina Industrial B oulevard to construct a 4,200 square foot bank with a drive-
through. T he request requires a S ite P lan Review with transparency and first floor building height
variances for the building. (See attached plans and narrative.) T he property is zoned P lanned O ffice
District, in which banks with drive-throughs are a permitted use.
AT TAC HME N T S:
Description
Staff Report
Proposed Plans
Building Renderings - Day and Night
Site Location, Zoning, Comp. Plan and Existing Building
Engineering Review Memo
City Fores ter review
Original Site Plan
Sustainability Questionnaire
Applicant Narrative
Better Together Public Hearing Comment Report
Staff Pres entation
Mike Elsenpeter, on behalf of First National Bank is proposing to tear down the existing
20,000 square foot office building at 5100 Edina Industrial Boulevard to construct a 4,200
square foot bank with a drive-through. The request requires a Site Plan Review with a
transparency at ground level and first floor building height variances for the building. (See
attached plans and narrative.) The property is zoned Planned Office District, in which banks
with drive-throughs are a permitted use.
SUPPORTING INFORMATION
Surrounding Land Uses
Northerly: SV Temple; zoned O, Office
Easterly: Highway 100.
Southerly: Gas Station; zoned PCD-4, Planned Commercial District 4.
Westerly: Coffee shop; zoned PCD-2, Planned Commercial District 2.
Existing Site Features
The subject site contains an office building with surface parking and perimeter landscaping.
Planning
Guide Plan designation: Office
Zoning: POD-1, Planned Office District – 1
December 14, 2022
Planning Commission
Cary Teague, Community Development Director
Site Plan Review with Variances – 5100 Edina Industrial Boulevard
Information / Background:
STAFF REPORT Page 2
Site Circulation/Traffic
The proposal would eliminate one drive entrance to the site, which would help traffic conflict
on Edina Industrial Boulevard. There would be boulevard sidewalk proposed along Edina
Industrial Boulevard.
No traffic study is required with this project as the square footage of the building on the site is
a significant reduction in size.
Parking
The proposed 4,200 square foot bank would require 14 off-street parking stalls per Section 36-
1311 (v) of the Edina City Code. The applicant is proposing 24 parking stalls, therefore, is code
compliant. The applicant originally proposed 31 parking stalls with additional parallel along the
east lot line. Those stalls were removed to avoid a parking lot setback variance, and most
importantly to save the row of existing Locust trees along the lot line. (See original site plan.)
As a condition of approval, bicycle parking must be installed on the site. City Code would
require 1 bike parking stalls based on the number of parking stalls proposed.
Landscaping
The applicant is proposing to remove all trees from the site. The city forester has inspected the
trees on the site, and found many of the be quality, with some being required to be removed.
Based on the site of the site 26 over-story trees are required to be planted. The applicant is
proposing 30 over-story trees with a full complement of understory shrubs and bushes.
As mentioned above, the applicant originally proposed the removal of the row of Locust trees
along the east lot line. The city forester inspected the trees and found them to be in very good
condition and worthy of saving. The applicant therefore revised the plans. The forester believes
these trees can be saved. Any condition of approval would require these trees to be protected
during construction, so construction vehicles do not drive over the root system.
Grading/Drainage/Utilities
The city engineer has reviewed the proposed plans and found them to be acceptable. (See
attached engineering review memo.)
Building/Building Material
The building materials would be a combination of stone and metal panel. (See attached
renderings and building materials.)
STAFF REPORT Page 3
Mechanical Equipment/Trash Enclosures
Any rooftop and/or ground level equipment and trash enclosures would have to be screened if
visible from adjacent property lines. The trash area in the northwest corner of the site shall be
screened.
Signage
All signage will be code compliant. The existing freestanding sign received a setback variance for
its location. The applicant plans to utilize the existing sign, and simply change out the sign
message.
Compliance Table
*Variance Required
PRIMARY ISSUE/STAFF RECOMMENDATION
Primary Issues
Are the proposed Variances for first floor height and transparency justified?
Yes. Staff believes these variances are justified.
Per Chapter 36 of the City Code, a variance should not be granted unless it is found that the
enforcement of the Ordinance would cause practical difficulties in complying with the Zoning
Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal
does not meet the variance standards, when applying the three conditions:
POD-1 Proposed
Setbacks - Buildings
Edina Industrial Boulevard - Front
East lot line (highway 100) – Side
West lot line – Side
North lot line – Rear
35 feet
35 feet
20 feet
20 Feet
140 feet
50 feet
30 feet
100 feet
Building Height 4 stories and 48 feet per
the height overlay district
1 story
Parking lot and drive aisle setback
East lot line
South lot line
West & North lot lines
20 feet
20 feet
10 feet
20 feet
40 feet
10 and 45 feet
First Floor Height 20 feet 13-20 feet
75% Transparency – 1st level 75% 60-80%
Maximum Floor Area Ratio (FAR) .5% .07%
STAFF REPORT Page 4
Minnesota Statues and Edina Ordinances require that the following conditions
must be satisfied affirmatively. The Proposed Variance will:
1) Relieve practical difficulties that prevent a reasonable use from complying with
ordinance requirements.
Reasonable use does not mean that the applicant must show the land cannot be put to any
reasonable use without the variance. Rather, the applicant must show that there are
practical difficulties in complying with the code and that the proposed use is reasonable.
“Practical difficulties” may include functional and aesthetic concerns.
These variances are reasonable given the small size of the proposed building, that portions
of the building will be 20 feet tall on the first level, and the security needs for banks. On the
east side of the building is the banks vault, that cannot have transparency from the outside.
Transparency on that side of the building would be 60%. The entrance or south side of the
building would meet the 75% requirement. A large portion of the bank would meet the 20-
foot ceiling height, as indicated on the proposed plans. The entrance and office and
conference room on the south side of the building would not.
2) There are circumstances that are unique to the property, not common to every
similarly zoned property, and that are not self-created?
Yes. The circumstances are unique for this type of use, a bank.
3) Will the variance alter the essential character of the neighborhood?
No. The existing buildings within this area have not been subject to these regulations,
as the ordinance is only a couple years old. There are no buildings in this area with
20-foot first floor ceiling height, and most are not 75% transparent when facing the
street.
STAFF RECOMMENDATION
Recommend the City Council approve the Site Plan request and setback variance from 20 to
12 feet for the drive-through, and first floor building height and transparency variances for
the building at 5100 Edina Industrial Boulevard.
Approval is based on the following findings:
1. The proposed variances are reasonable for this site given the small size of the proposed
building, that portions of the building will be 20 feet tall on the first level, and the security
needs for banks. On the east side of the building is the banks vault, which cannot have
transparency from the outside. Transparency on that side of the building would be 60%. The
entrance or south side of the building would meet the 75% requirement.
STAFF REPORT Page 5
2. A large portion of the bank would meet the 20-foot ceiling height, as indicated on the
proposed plans. The entrance and office and conference room on the south side of the
building would not.
3. There are no buildings in this area with 20-foot first floor ceiling height, and most are not
75% transparent when facing the street.
Approval is subject to the following Conditions:
1. The Plan must be consistent with the Plans date stamped November 11, 2022 and
revised December 8, 2022.
2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter
36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must
be submitted for one and one-half times the cost amount for completing the required
landscaping, screening, or erosion control measures at the time of any building permit.
3. Provision of code compliant bike racks for each use near the building entrances.
4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the
City Code.
5. Roof-top mechanical equipment and ground level equipment must be screened per
Section 36-1459 of the City Code.
6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district’s requirements.
7. Hours of construction must be consistent with City Code.
8. The Locust trees along the east lot line shall be protected during construction subject
to review and approval of the city forester.
Staff Recommendation
Staff recommends approval subject to the findings and conditions above.
Deadline for a city decision: March 7, 2023
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............FIRST NATIONAL BANK NORTHEDINA, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVID KNAEBLE612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0REMOVALS PLANC5.2CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:SPERIDES REINERS ARCHITECTS, INC.6442 CITY WEST PARKWAY, SUITE #300EDEN PRAIRIE, MN 55344CONTACT: ERIC REINERS612-209-3749C1.1TREE PRESERVATION PLANLOUCKS7200 HEMLOCK LANE, SUITE #300MAPLE GROVE, MN 55369CONTACT: JARED AVERBECK763-424-5505ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.C5.3CIVIL DETAILSFIRST NATIONAL BANK NORTHP.O. BOX 520, 600 MINNESOTA AVEWALKER, MN 56484CONTACT: MIKE ELSENPETERBRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55438C5.4CIVIL DETAILS
REVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY............
CONSTRUCTION LIMITSCONSTRUCTION LIMITSREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE ALL EXISTING PRIVATE UTILITY SERVICES(THAT ARE NOT TO BE REUSED) PER PRIVATEUTILITY COMPANY AND CITY STANDARDSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALREMOVE ALL EXISTING PRIVATE UTILITY SERVICES(THAT ARE NOT TO BE REUSED) PER PRIVATEUTILITY COMPANY AND CITY STANDARDSREMOVE EXISTING SANITARYSERVICE, CUT OFF , PLUG ANDABANDON AT RIGHT OF WAYLINE PER CITY STANDARDS,LOCATION IS APPROXIMATE,CONTRACTOR TO FIELD VERIFYREMOVE EXISTING WATERSERVICE, REMOVE BACK TOTHE MAIN PER MINNEAPOLISCITY STANDARDS, LOCATION ISAPPROXIMATE, CONTRACTORTO FIELD VERIFYCLEAR & GRUBEXISTINGUNDERBRUSH ANDVEGETATION,PROTECT ANYSUBSTANTIALTREESSALVAGE ANDRELOCATE SIGNSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE FENCE TOPROPERTY LINEEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING MONUMENT SIGN TOREMAIN, PROTECT FROMDAMAGE. REMOVE RETAININGWALL AROUND PERIMETERREMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
PROJECT
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 5534401" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:CITY OF EDINA REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS11.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSEDPAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCALREGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITHPROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHINTHE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTIONSHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITYREQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THEADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS ANDAPPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMALWORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. ATNO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVALBY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS,AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERSREPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED INA MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TOLGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
CONSTRUCTION LIMITSCONSTRUCTION LIMITSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.CLEAR & GRUBEXISTINGUNDERBRUSH ANDVEGETATION,PROTECT ANYSUBSTANTIALTREESREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE FENCE TOPROPERTY LINEEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVALS LEGEND:TREE PROTECTIONTREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 5534401" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.1TREE PRESERVATIONPLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVAL
CROSSWALKSTRIPING, TYP.114 SFBREAKROOM11876 SFMECHANICAL117206 SFDRIVE UP11479 SFWORKROOM11672 SFVAULT115264 SFTELLERSTATION119138 SFCIRCULATION12053 SFTOILET11353 SFTOILET11253 SFTOILET11156 SFSAFETYDEPOSIT11044 SFOFFICE1091258 SFLOBBY /WAITING101199 SFOFFICE108199 SFOFFICE107199 SFOFFICE106199 SFOFFICE105285 SFCONFERENCE104191 SFOFFICE102130 SFVESTIBULE /ATM100LANE 1LANE 2LANE 3ATM63 SFNIGHT DROP /STORAGE121R2.0'R5.0'R5.0'R8.0'R8.0'R2.0'R2.0'R2.0'12.0'12.0'12.0'24.0'16.0'24.0'12.0'12.0'24.0'16.0'13.0'13.0'13.0'14.5'NOPARKING35' FRONT SETBACK35' FRONT SETBACK20' SIDE SETBACK 20' REAR SETBACK20' PARKING SETBACK20' PARKING SETBACK10' PARKING SETBACK 10' REAR SETBACKCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN 2INFILTRATIONBASIN 1R8.0'R8.0'TOTOCONC. CURBSTOPS, TYP.ACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPS8.5' CURBTAPER5' CURB TAPER4' CURB TAPER4' CURB TAPER5' CURB TAPER9' CURB TAPER3' CURB TAPER8 CURB TAPER10 CURB TAPER3 CURB TAPER6' CURB CUT6' CURB CUT2' CURB CUT76117 @ 9' = 63.0'11 @ 9' = 99.0'R10.0'R20.0'R44.0'R20.0'R15.0'R15.0'STHVY. DUTYBIT. PVMT.,TYPHVY. DUTYBIT. PVMT.,TYPRAIN GUARDIAN"TURRET"RAIN GUARDIAN"TURRET"PED RAMP, TYP.MATCH EXISTINGSIDEWALKMATCH EXISTINGSIDEWALKMATCH EXISTINGCURB & GUTTERFIRE TRUCK TURNINGMOVEMENTB612 CURB & GUTTERCOMMERCIALDRIVEWAY APRON,PER CITY STANDARDSB618 CURB & GUTTER,PER CITY STANDARDSCONCRETE SIDEWALK,PER CITY STANDARDSTRASH ENCLOSURE,COORD. W/ARCH'L6" RAISED CONC.ISLANDS, TYP.CONC. PAVEMENTAROUND TRASHENCLOSUREEX. MONUMENT SIGNTO REMAIN, COORD.W/ARCH'L8'X8' THICKENED EDGE CONC. UTILITYPAD (TRANSFORMER), FINAL SIZING &LOCATION PER UTILITY CO. & ELECT.ENG. COORD. W/ ARCH./ENG. PRIORTO INSTALLATIONCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF EDINA SITE SPECIFIC NOTES:1.ALL WORK WITHIN CITY RIGHT-OF-WAY TO FOLLOW CITY OF EDINA STANDARDSPECIFICATIONS AND DETAILS.2.CONTRACTOR SHALL APPLY FOR A COMMERCIAL CURB CUT PERMIT.3.LANE CLOSURES REQUIRE A PERMIT THROUGH PUBLIC WORKS WITH SHAWNANDERSON (SGANDERSON@EDINAMN.GOV, 952-826-0313). APPLY ONLINE NOLATER THAN 3 DAYS PRIOR TO START OF WORK.OPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAIL
114 SFBREAKROOM11876 SFMECHANICAL117206 SFDRIVE UP11479 SFWORKROOM11672 SFVAULT115264 SFTELLERSTATION119138 SFCIRCULATION12053 SFTOILET11353 SFTOILET11253 SFTOILET11156 SFSAFETYDEPOSIT11044 SFOFFICE1091258 SFLOBBY /WAITING101199 SFOFFICE108199 SFOFFICE107199 SFOFFICE106199 SFOFFICE105285 SFCONFERENCE104191 SFOFFICE102130 SFVESTIBULE /ATM100LANE 1LANE 2LANE 3ATM63 SFNIGHT DROP /STORAGE121NOPARKINGCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONTRACTOR TO OVER-EXCAVATETO APPROX. ELEV. OF 823.5', ORUNTIL CLEAN SAND ISENCOUNTERED. COORD. W/GEOTECHNICAL ENGINEER FORCLARIFICATION DURINGCONSTRUCTION.CONTRACTOR TO OVER-EXCAVATETO APPROX. ELEV. OF 818.3', ORUNTIL CLEAN SAND ISENCOUNTERED. COORD. W/GEOTECHNICAL ENGINEER FORCLARIFICATION DURINGCONSTRUCTION.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.ACCESSIBLE PEDESTRIAN ROUTES SHALL HAVE NO MORE THAN A 5%LONGITUDINAL/RUNNING SLOPE AND NO MORE THAN A 2% CROSS SLOPE.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL,STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANYFOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL,STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BECOMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS ANDINSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHTOF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED ANDENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISHPROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREASELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF ISTO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENTTRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTSWHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BEPROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFICOR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THECONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTIONOF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINEWHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCEWITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THEPRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOTBELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESSDIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THECONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDEDAND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTORSHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.
114 SFBREAKROOM11876 SFMECHANICAL117206 SFDRIVE UP11479 SFWORKROOM11672 SFVAULT115264 SFTELLERSTATION119138 SFCIRCULATION12053 SFTOILET11353 SFTOILET11253 SFTOILET11156 SFSAFETYDEPOSIT11044 SFOFFICE1091258 SFLOBBY /WAITING101199 SFOFFICE108199 SFOFFICE107199 SFOFFICE106199 SFOFFICE105285 SFCONFERENCE104191 SFOFFICE102130 SFVESTIBULE /ATM100LANE 1LANE 2LANE 3ATM63 SFNIGHT DROP /STORAGE121NOPARKINGCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=VERIFYCOORD. W/MECH'LMAKE CONNECTIONTO EXISTING 6"WATER STUB,COORD. WITH CITY.(FIELD VERIFY SIZEAND LOCATION)148 LF 4" PVC SDR26 SANITARYSERVICE @ 2.00%MAKE CONNECTION TOEXISTING SANITARYSEWER STUBEX IE=UNKNOWNPROP IE=UNKNOWNCOORD. WITH CITY.(FIELD VERIFY EX. SIZE,LOCATION AND INVERT)6" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LFIRE DEPARTMENTCONNECTION,COORD. W/MECH'LRAIN GUARDIAN,TURRET, W/ CLASS IIIRIP-RAPRAIN GUARDIAN,TURRET, W/ CLASS IIIRIP-RAPHYD, PER CITYSTANDARDS.45° BEND45° BEND45° BENDOS 115" DIAM.NYLOPLAST DRAINRIM=828.00IE=825.9824 LF 12" PVCSTORM @ 2.00%EX CBRIM=828.21 EX IE(W)=825.44EX IE(S)=825.19PR IE(N)=825.50FES 2IE=828.0012 LF 12" RCPSTORM @ 4.17%FES 3IE=827.50MAKE WET TAPCONNECTION TOEXISTING 12"WATER MAIN,COORD. WITH CITY6" DIP WATER MAINCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF EDINA UTILITY NOTES:1.SANITARY AND STORM SYSTEMS ON SITE ARE PRIVATE.2.HDPE PIPE CONNECTIONS INTO ALL CONCRETE STRUCTURES MUST BE MADE WITH TIGHT MATERIALSUTILIZING AN A-LOK OR WATERSTOP GASKET OR BOOT, CAST-IN-PLACE RUBBER BOOT, APPROVED EQUAL.WHERE THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT METHODS, CONSEAL231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BE ALLOWED AS APPROVED BY THE ENGINEER.3.UTILITY PERMITS ARE REQUIRED FOR CONNECTIONS TO THE PUBLIC STORM, SANITARY AND WATER SYSTEM.4.CONTACT CITY OF BLOOMINGTON UTILITIES FOR WATER PERMITS, 952-563-8777.5.FIRE ONLY SERVICES REQURIE A FIRE DETECTOR METER, CONTACT BLOOMINGTON UTILIITES.6.ALL SANITARY SEWER MANHOLES MUST HAVE AN INTERIOR CHIMNEY SEAL INSTALLED.7.ALL UNUSED WATER SERVICES MUST BE PROPERLY ABANDONED AT THE MAIN.8.A MINIMUM OF 8 MIL. V-BIO POLYWRAP IS REQUIRED ON ALL DIP WATER MAIN.9.UTILITY AND MECHANICAL CONTRACTORS MUST COORDINATE THE INSTALLATION OF ALL WATER ANDSEWER SERVICE PIPES INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING.10.ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT MUSTUTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENTMORTAR LINING OR SPECIAL COATINGS. THE USE OF UNLINED OR UNCOATED PIPE IS NOT ALLOWED.11.TAPS OF LIVE WATER MAINS ARE DONE BY CITY FORCES AND PAID FOR AND COORDINATED WITH THECONTRACTOR AND CITY OF BLOOMINGTON.12.ALL VALVES, HYDRANTS, AND MECHANICAL JOINTS SHALL HAVE STAINLESS STEEL BOLTS AND NUTS.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEETPER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22.2CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETIONOF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUSTBE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEEPLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............6"PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH6"4"6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED
I
A DIA + 3'UTILITY PIPE67"20"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTSAT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONS6"RIBBON CURBN T SADJ. PVMT. SECTION, OR OTHER MATERIALS,SEE PLANCONTINUOUS SLOPE CONCRETE "CURB"SLOPE ACROSS CURB 34" PER 1'-0"ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OROTHER MATERIALS, SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FORDEPTH, 6" MIN.COMPACTED SUB-BASE, NATIVESOIL OR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE2JOINT SEALANT DETAILSN T SNOTES:1.SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2.TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.D WTW= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPESEE NOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 13BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTY1.5"2.0"6.0"HEAVY DUTY2.0"2.0"8.0"6"3'-6"2'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGN 1/2"ACCESSIBLE SIGN AND POSTN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKINGGRADE, SEE SIGN POST INSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPECOMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICASANDMATERIAL VARIES, SEE PLAN & DETAILS10° SLOPE, TYP. ALL AROUND1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OFAPPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILLANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEALSHIELD" PLASTIC COVER.GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIEDMETAL SIGN ACCORDING TO MN STATE CODEGALVANIZED STEEL FASTENER (TYP. OF 2)EXTEND POST PAST TOP OF POST5ACCESSIBLE PARKING PAVEMENT MARKINGN T SCITY CODEPER 8'MIN.NOPARKING8'MIN.8'MIN.NOTE:1.ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2.VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3.SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4.ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESS AISLEWITH PAINTED 12" HIGH LETTERINGOF "NO PARKING" CENTEREDTOWARD DRIVE AISLENO PARKING SIGN CENTERED ATHEAD OF SPACE ON CENTERSTRIPEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONALSYMBOL OF ACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM4FINISHED GRADENOTES:1.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBERREINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PERASTM C11162.INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.3.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.4.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.5.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.6.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.7.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.8.IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD3"2"N T S (PRIVATE PROPERTY)TOOLED CONTROL JOINT, SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TO TRAFFIC"A" CONCRETE AS SPECIFIED"B" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADETHIS OCCURS ONLY WHERE MULCH MEETS EDGEOF WALKLEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)3 LBS. / C.Y. CONC. MACRO-FIBER REINFORCING1.CURING:1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.7WALKS4"6"CONC. PVMT.6"6"D24"3H:1L MAX.BIO-INFILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENTSEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP-GRADIENTLAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINALGRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINSLEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROMCLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVINGEQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED,UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRETREATMENT STRIP ORPRETREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED IN-SITU SOILNETLESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSMIN. PLANTING MEDIUM DEPTH 24"WITH A WELL BLENDED MIXTURE (BY VOLUME):80% HOMOGENOUS CONSTRUCTION SAND20% ORGANIC COMPOSTSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANSMUST OVER EXCAVATE DOWNTO SUITABLE SOILS. FIELDVERIFY WITH SOILS ENGINEER(APPROX. 823.5' FOR INF. BASIN 1& 818.3' FOR INF. BASIN 2)8
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC5.3CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONC5.4CIVIL DETAILS............
114 SFBREAKROOM11876 SFMECHANICAL117206 SFDRIVE UP11479 SFWORKROOM11672 SFVAULT115264 SFTELLERSTATION119138 SFCIRCULATION12053 SFTOILET11353 SFTOILET11253 SFTOILET11156 SFSAFETYDEPOSIT11044 SFOFFICE1091258 SFLOBBY /WAITING101199 SFOFFICE108199 SFOFFICE107199 SFOFFICE106199 SFOFFICE105285 SFCONFERENCE104191 SFOFFICE102130 SFVESTIBULE /ATM100LANE 1LANE 2LANE 3ATM63 SFNIGHT DROP /STORAGE121NOPARKING35' FRONT SETBACK35' FRONT SETBACK20' SIDE SETBACK 20' REAR SETBACK20' PARKING SETBACK20' PARKING SETBACK10' PARKING SETBACK 10' REAR SETBACKCONSTRUCTION LIMITSCONSTRUCTION LIMITS10 - HL29 - HA5 - ST3 - TG3 - LDN3 - ST5 - AT23 - NK6 - CK3 - ST5 - AT25 - HJ213 - JM5 - PH5 - PH3 - HA2 - EK3 - QBRM1RM1BGBGBGBGBGSSNVSSNVSSNV3 - EKEXISTINGPROTECTED TREES,TYPEXISTINGPROTECTED TREES,TYP1 - SHBGBGMWSE6 - SA27 - NK9 - AT26 - SL4.0' SOD STRIPBGBGBG3 - TA3 - SH3 - UPRM1RM1RM1TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYRB1River Birch / Betula nigraEQUIV. 2.5" B+B FOR ZONING8` HT. CLUMPNATIVENSH3Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM2.5" Cal. B&BNATIVE CULTIVARNEK5Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVARNQB3Swamp White Oak / Quercus bicolor2.5" Cal. B&BNATIVEYTA3American Linden / Tilia americana2.5" CAL. B&BNATIVEYUP3American Elm / Ulmus americana `Princeton`2.5" Cal. B&BNATIVE CULTIVARYSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYHA12Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONTNOT NATIVEYHL210Little Quick Fire Hydrangea / Hydrangea paniculata `Little Quick Fire`#5 CONTNOT NATIVEYHJ25Kalm St. Johnswort / Hypericum kalmianum#2 CONTNATIVEYJM13Mint Julep Juniper / Juniperus chinensis `Mint Julep`#5 CONTNOT NATIVENLDN3Little Devil Ninebark / Physocarpus opulifolius `Donna May` TM#5 CONTNATIVE CULTIVARYST11Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONTNOT NATIVEYTG3Golden Globe Arborvitae / Thuja occidentalis 'Golden Globe'#5 CONTNATIVE CULTIVARNGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYCK6Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONTNOT NATIVENPH10Heavy Metal Switch Grass / Panicum virgatum `Heavy Metal`#1 CONTNATIVE CULTIVARYSL6Little Bluestem Grass / Schizachyrium scoparium#1 CONTNATIVEYPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYAT219Summer Beauty Globe Lily / Allium tanguticum `Summer Beauty`#1 CONTNOT NATIVEYNK10Kit Kat Nepeta / Nepeta x faassenii `Kit Kat`#1 CONTNOT NATIVEYSA26Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONTNOT NATIVEYPLANT SCHEDULEGROUND COVERSCODECOMMON / BOTANICAL NAMESIZESSNVLower Basin Native Seed MixMNDOT 34-262 WET PRAIRIE, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)Seed MixMWSEWoodland Edge - S&E / MN Seed Mix#36-211 #36-211Seeding Rate: 34.5 lb/acre (120.8 seeds/square foot).Cover w/Straw Erosion control Blanket Double NaturalNet. Refer to MN Seeding Manual(2014 Edition) forseeding dates and install methods.SEED MIXRM1Rock Maintanence Strip / Rock Maintanence Strip1.5" River rock - 3" deep over spunbond geotextilefabric, include edging as shown & needed. See detail.MulchBGBlue Grass Based / SodCommercial grade, locally grown, "Big Roll" preferredSodPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344 LANDSCAPE NOTES:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESLEGENDMULCH SCHEDULEAREAMULCH TYPEEDGINGFABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARNONOSEE DETAIL SHT. L1.1PLANTING BEDS3" DEEP, 1.5" SCREENED RIVER ROCKYESYESMAINT. STRIP AT BUILDING FOUNDATION3" DEEP, 1.5" CRUSHED ROCKYESYESNATIVE SEED AREASWEED FREE STRAW MULCH, EROSIONCONTROL BLANKET ON AREAS GREATERTHAN 3:1 SLOPE OR WATER FLOWNANANOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALSEDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTHALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALLCONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF.INSTALL PER MANUF. INSTRUC./SPECS.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 3" DEEP LANDSCAPE ROCKON GEOTEXTILE FABRIC.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER ORTO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"FROM TREE TRUNK.4.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATIONOF ACCEPTANCE PERIOD.5.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.6.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUTTHE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.7.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SODAS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.8.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES,LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINALLOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.9.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.10.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'SACTIVITIES.11.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.12.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLYPROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDEHEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.13.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICINGFROM OWNER, PRIOR TO INSTALLATION.
REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248523JORDAN M. LOCKMANLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED24" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2
CONSTRUCTION LIMITSCONSTRUCTION LIMITSPERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 20'-0"20'-0"10'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.\4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMITALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1. EROSION CONTROL BLANKET SHALL BE 100% BIODEGRADABLE AND HAVELOOSE-WEAVE NETTING OR BE NETLESS.NINE MILE CREEK WATERSHED DISTRICTEROSION CONTROL NOTES:
114 SFBREAKROOM11876 SFMECHANICAL117206 SFDRIVE UP11479 SFWORKROOM11672 SFVAULT115264 SFTELLERSTATION119138 SFCIRCULATION12053 SFTOILET11353 SFTOILET11253 SFTOILET11156 SFSAFETYDEPOSIT11044 SFOFFICE1091258 SFLOBBY /WAITING101199 SFOFFICE108199 SFOFFICE107199 SFOFFICE106199 SFOFFICE105285 SFCONFERENCE104191 SFOFFICE102130 SFVESTIBULE /ATM100LANE 1LANE 2LANE 3ATM63 SFNIGHT DROP /STORAGE121NOPARKINGCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONTRACTOR TO OVER-EXCAVATETO APPROX. ELEV. OF 823.5', ORUNTIL CLEAN SAND ISENCOUNTERED. COORD. W/GEOTECHNICAL ENGINEER FORCLARIFICATION DURINGCONSTRUCTION.CONTRACTOR TO OVER-EXCAVATETO APPROX. ELEV. OF 818.3', ORUNTIL CLEAN SAND ISENCOUNTERED. COORD. W/GEOTECHNICAL ENGINEER FORCLARIFICATION DURINGCONSTRUCTION.PERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)CONSTRUCTIONENTRANCECivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.\4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1. EROSION CONTROL BLANKET SHALL BE 100% BIODEGRADABLE AND HAVELOOSE-WEAVE NETTING OR BE NETLESS.NINE MILE CREEK WATERSHED DISTRICTEROSION CONTROL NOTES:
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
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6"6"SEDIMENT FENCEN T S5DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE ORCONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHEREPOSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ONPOSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS6
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING OFFICE BUILDING INTO A NEW COMMERCIAL BANK BUILDING. SITE AND LANDSCAPEIMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO NINE MILE CREEK -NINE MILE CREEK IS IDENTIFIED ASAN IMPAIRED WATER BODY PERTHE MPCA'S 303(D) IMPAIRED WATERS LIST. NINE MILE CREEK I S IMPAIRED FOR BENTHIC MACROINVERTEBRATES BIOASSESSMENTS AND FISHBIOASSESSMENTS. BECAUSE THESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED, SEEDED, OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX(SEE LANDSCAPE PLAN FOR SEED, SOD, & LANDSCAPE AREAS).··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHOIMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUSTCOMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATEDAUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATIONCONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FORADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENTEROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVESILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPPCAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS ANDMAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OFTHE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTIONAND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THESWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THEREQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BYTHE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OFCONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OFTHE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TOFURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATEAND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERINGPRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELYTO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THESITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILESWITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETESTOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE ANDCONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENTAREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATESEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROLPRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TOELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKINGON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITEOR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECTSITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATETREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THEDISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THESURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENTACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTHOF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHEREON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONSWARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDESSITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH ANDDESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHEROBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROMCONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUTOPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHEDAND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THEHOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TOALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUMDEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEEDGERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025FIRST NATIONAL BANK NORTHP.O. BOX 520, 600 MINNESOTA AVEWALKER, MN 56484CONTACT: MIKE ELSENPETER
Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cFIRST NATIONAL BANK NORTH
5100 EDINA INDUSTRIAL BLVD, EDINA, MN 55439
SPERIDES REINERS ARCHITECTS, INC
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS............ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: FIRST NATIONAL BANK NORTHPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 5100 EDINA INDUSTRIAL BOULEVARDCITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55439LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.86453 N, -93.35250 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: NAPROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 1.2 ACRESPROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE):CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 0.7POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 0.8TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.1RECEIVING WATERSWATER BODY IDNAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)07020012...NINE MILE CREEK...STREAM...N...Y...DATES OF CONSTRUCTIONCONSTRUCTION START DATE: XX/XXESTIMATED COMPLETION DATE: XX/XXGENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF A NEW COMMERCIAL BUILDING WITH ASSOCIATED PARKING AND TWO ABOVE GROUND INFILTRATION BASINS.DESCRIBE SOIL TYPES FOUND AT THE PROJECT: PRIMARILY SILTY SAND OVER CLAYEY SAND / SANDY LEAN CLAY OVER POORLY GRADED SAND.SITE LOCATION MAP -SOILS INFORMATIONMAP UNITSYMBOLU1AURBAN LAND-UDORTHENTSMAP UNIT NAME......GENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BEADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATIONCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:N/A8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.DEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH10.4 OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2238012-8-2022CITY RESUBMITTAL..........11-10-22CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, JLDK..............202248776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.11-10-226442 CITY WEST PARKWAY, SUITE #300, EDEN PRAIRIE, MN 55344REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS............ATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2.ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3.IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7.PROPOSED AMENDMENTS TO THE SWPPP:8.POTENTIAL AREAS OF FUTURE CONCERN:9.ADDITIONAL COMMENTSY N N/AY N
METAL COPING AND FASCIA, BLACK
r— STONE VENEER PANELS - LIGHT GREY
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PLANNING DEPARTMENT
EdinaMN.gov 1
Site
EdinaMN.gov 2
EdinaMN.gov 3
DATE: 12/7/2022
TO: 5100 Edina Industrial Blvd , Owner and Development Team
CC: Cary Teague – Community Development Director
FROM: Chad Millner, PE, Director of Engineering
Zuleyka Marquez, PE, Graduate Engineer
Grace Hancock, Sustainability Coordinator
Andrew Scipioni, Transportation Planner
RE: 5100 Edina Industrial Boulevard – Development Review
The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections,
grading, flood risk, and storm water. Plans reviewed included civil, landscape, stormwater dated 11/1 0/2 2 .
Review Comment Required For
General
1. Note existing right-of -way or easements held by City for R.O.W .
purposes. General Comment
2. Deliver as -build records of public and private utility infrastructure
post construction. Certificate of Occupancy
3. Maintenance of sidewalks and streets internal to the site to be
responsibility of property owner. Maintenance of sidewalks on
Edina Industrial Blvd will be by the City. City snowplowing
operations are 5 -ft wide on these sidewalks. If owner wants a
wider path, this would be the responsibility of the owner.
General Comment
4. Remove any references to City of Minneapolis. General Comment
Survey
5. An existing and proposed site condition survey is required. Grading/Building Permit
5.1 Show all existing and proposed public and private easements. Grading/Building Permit
Living Streets
6. Design sidewalks to meet ADA requirements. Grading/Building Permit
7. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit
8. Public sidewalk to be minimum 5 -ft wide minimum with a 5 -ft
minimum boulevard. Grading/Building Permit
9. Ensure ADA clear space requirement behind traffic signal pole at
sidewalk connection. Grading/Building Permit
Traffic and Street
10. Provide traffic impact study, including a Tier 1 Travel Demand
Management plan per City’s TDM policy (attached). Grading/Building Permit
11. Review fire access requirements with fire department. Fire truck
turning template attached. Grading/Building Permit
12. Driveway Entrance permit required for entrance reconstruction. Building Permit
13. Street was milled and overlaid in 2018. Street patches must
conform to standard plates 540 and 541. Certificate of Occupancy
14. Provide easements if necessary, accommodate recommended
sidewalk facilities where City has maintenance responsibility. Certificate of Occupancy
15. Proposed bike parking stalls should be in convenient, well-lit
locations within 50’ of a public entrance to a principal building.
Rack style and spacing should follow the recommendations of the
Association of Pedestrian and Bicycle Profes sionals (APBP).
Grading/Building Permit
16. Proposed trees, vegetation, signage and other items adjacent to
intersections should maintain a clear view zone as defined in
Section 26-190 of City Code.
Grading/Building Permit
17. Driveway entrances must conform to Standard Plates 410 and
415. Minimum 12’ and 24’ for 1- and 2 -way entrances,
respectively.
Grading/Building Permit
18. Turning movements and travel routes for delivery vehicles should
be reviewed by the applicant. Steps should be taken to minimize
the impact of delivery vehicles on pedestrian and bicycle
movement through the site (additional signage, designated loading
zone, etc.).
General Comment
19. Proposed trees, vegetation, signage and other items adjacent to
the intersec tions should maintain a clear view zone as defined in
Section 26-190 of City Code.
Grading/Building Permit
20. Provide bicycle parking stalls for 5% of automobile parking
requirement (minimum). These stalls should be in convenient,
well-lit locations within 50’ of a public entrance to the building.
Rack style and spacing should follow the recommendations of the
Association for Pedestrian and Bicycle Professions (APBP).
Grading/Building Permit
21. Staff supports the use of concrete curb stops (wheelstops) to
prevent sidewalk obstruction by parked vehicles. Wheelstop
spacing should provide sufficient width for pedestrian access and
reduce tripping hazards.
General Comment
Sanitary and Water Utilities
22. Verify fire demand and hydrant locations. Grading/Building Permit
23. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit
24. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit
25. Apply for a sewer and water connection permit with Public
Works . Prior to Starting Utility Work
25.1 Meter required for building service line and combined lines. No
meter required for fire only service line. Grading/Building Permit
25.2 Public Works to determine acceptable installation methods. Grading/Building Permit
26. Disconnected sanitary and water services to be capped at main.
27. A SAC determination will be required by the Metropolitan
Council. The SAC determination will be used by the City to
calculate sewer and water connection charges
Grading/Building Permit
28. Single connection from main for fire and domestic, split after
main connection if allowed by the building code. Grading/Building Permit
29. Watermain installed 1964. Structure built 1965. Well not likely
onsite. Not located in a wellhead management zone. Certificate of Occupancy
Storm Water Utility
30. Provide final geotechnical report with soil borings. Grading/Building Permit
31. Provide hydraulic and hydrologic report meeting watershed and
state construction site permit requirements. Grading/Building Permit
32. Submit watershed district permit and copies of private
maintenance agreement in favor of watershed. Grading/Building Permit
33. Rain gardens are proposed on site with a couple of MPCA soil
contamination / investigation programs listed (MNR000018119
and MNR000032193). This area is also classified as a high
vulnerability area. Refer to link:
https://webapp.pca.state.mn.us/wimn/site/14558
Confirm soil remediation meets MPCA/MDH Guidance to allow
soil infiltrating features. Nine Mile Creek WD permit review
should specifically address this issue.
Grading Erosion and Sediment Control
34. A SWPPP consistent with the State General Construction Site
Stormwater Permit is required. Grading/Building Permit
Constructability and Safety
35. Construction staging, traffic control, and pedestrian access plans
will be required. Be prepared to provide detailed plans for
construction phasing and minimization of pedestrian and traffic
impacts.
Grading/Building Permit
36. Any short-term road closures shall be approved by City Engineer. General Comment
37. Construction staging or construction fencing shall not impede the
City’s ability to snowplow the adjacent streets. If construction
fencing removes storage space for snow, developer shall be
responsible for snow removal in the street adjacent to any
impacts to City operations.
General Comment
Other Agency Coordination
38. MDH, MPCA and MCES permits required as needed. Grading/Building Permit
39. Nine Mile Watershed District permit is required. Grading/Building Permit
Sustainability
40. Staff recommends installing EV chargers for a minimum of 10% of
proposed parking and addition al wiring for EV conversion in the
future.
General Comment
41. Staff recommends considering green roof or large shade trees.
This area can get around 10 degrees hotter than surrounding
areas due to impervious surface and lack of green space.
General Comment
42. Staff recommends considering solar roof installation. This area
has a “good” grade by the UMN Solar Suitability tool. With the
federal tax credits covering 30%, and the City Climate Action
Fund offering another 4-6%, the payback period will be short.
General Comment
43. Staff recommends including organics recycling. General Comment
☐City Council Approved: 4/20/2021
☒City-Wide Revised: Click here to enter a date.
☐Department
City of Edina Policy
Travel Demand Management Policy
Purpose
As stated in the Transportation Chapter of the 2018 Comprehensive Plan, the primary emphasis of
travel demand management (TDM) is to reduce the number of vehicular trips on congested roadways
during peak travel times. Strategies that promote TDM may include pedestrian and bicycle
infrastructure, utilization of transit service, car/vanpooling, shared mobility and telecommuting. This
policy will require developers to demonstrate that new projects are designed in ways that support
TDM.
Definitions
1. Gross floor area (GFA) – the sum of the horizontal areas of all the floors of a
building as defined in Section 36-10 of the City’s Zoning Code.
2. Level of Service (LOS) – a qualitative measure of traffic operations related to the
amount of average delay experienced by motorists, expressed in letter grades where A
represents little-to-no delay and F represents excessive delays.
3. Single-occupancy vehicle (SOV) – a privately operated motor vehicle whose only
occupant is the driver.
4. Traffic impact study (TIS) – a document that addresses the anticipated traffic
impacts of a development/redevelopment and recommends mitigation options to
eliminate or reduce negative impacts.
5. Volume-to-capacity (v/c) ratio – the number of vehicles traveling through an
intersection or roadway segment in a specific amount of time divided by the expected
capacity of the intersection or roadway. A roadway is typically considered to be
congested when the V/C ratio is 0.8 or higher.
Applicability
The City of Edina currently requires developers proposing projects with the potential for significant
traffic impacts to submit a traffic impact study (TIS) prepared by a qualified traffic consultant as part of
the plan review and approval process. The thresholds currently in place to require such a study are
projects that:
• Increase existing site density (in terms of residential units or building square footage);
• Require a parking stall variance;
• Require rezoning or a Comprehensive Plan amendment; or
• Are adjacent to an intersection operating at Level of Service (LOS) D or along a roadway
operating at a volume-to-capacity (v/c) ratio of 0.8 or higher.
As part of the traffic impact study, the City will require developers to submit a TDM plan. Recognizing
development size and land use type directly affect automobile traffic congestion, the City has established
two levels of TDM plan applicability:
Page | 2
1. A Tier 1 TDM plan is required for developments/redevelopments which meet any of the
following criteria:
a. 50 or more residential units;
b. 100 or more automobile parking stalls required by City Code;
c. Flexibility sought from parking required by City Code; or
d. Other development/redevelopment as required by Council condition.
2. A Tier 2 TDM plan is required for developments/redevelopments which meet any of the
following criteria (provided a Tier 1 TDM program is not required):
a. Over 5,000 square feet of gross floor area;
b. 10 or more residential units;
c. 20 or more automobile parking stalls required by City Code; or
d. Other development/redevelopment as required by Council condition.
TDM Plan Requirements
1. A Tier 1 TDM Plan shall include:
a. Strategies, implementation measures and timeline. A minimum of five (5) unique strategies
must be identified for implementation.
b. Anticipated single-occupancy vehicle (SOV) trip reduction.
c. Goals, including peak and total SOV trip reduction goals.
d. Evaluation measures and process to track implementation and determine the effectiveness
of the TDM strategies and progress toward achieving the SOV trip reduction goals.
e. Proposed total expenditures to implement the TDM strategies.
2. A Tier 2 TDM Plan shall include:
a. Strategies, implementation measures and timeline. A minimum of three (3) unique strategies
must be identified for implementation.
b. Proposed total expenditures to implement the TDM strategies.
The TDM measures may include, but are not limited to; on-site transit facilities, preferential location for
managed carpool and vanpool parking, telework, on-site bicycle, scooter and pedestrian facilities and
financial incentives. Measures that are otherwise required by City Code shall not count towards a
project’s required TDM strategies (e.g., minimum bicycle parking, pedestrian and bicycle facilities
identified in comprehensive plans).
Administration
The TDM plan must be approved by the City Engineer or the Engineer’s designee prior to granting a
building permit. Prior to obtaining a Certificate of Occupancy, the building owner must demonstrate
that all structural components of the approved TDM plan have been implemented (e.g.,
pedestrian/bicycle infrastructure, carpool priority parking stalls, shared mobility infrastructure, etc.).
The City Engineer, or the Engineer’s designee will administer Tier 1 and Tier 2 TDM Plans, including, but
not limited to:
1. Reviewing and approving of TDM plans.
2. Maintaining files for approved TDM plans.
3. Recommending approval for Certificates of Occupancy.
4. Approving any amendments after the TDM plan has been approved.
Turning Performance Analysis 5/1/2013
45.00 ° Inside Cramp Angle:
81.92 in.Axle Track:
5.25 in.Wheel Offset:
16.60 in.Tread Width:
65.99 in.Chassis Overhang:
258.00 in.Wheelbase:
20 ft. 4 in.Inside Turn:
36 ft. 8 in.Curb to Curb:
41 ft. 1 in.Wall to Wall:
Parameters:
Calculated Turning Radii:
Comments:
Truck 12205
Additional Bumper Depth: 19.00 in.
Axle Track
Tread WidthChassis Overhang
Wheelbase
Inside Turning Radius
Wheel Offset
Cramp Angle
Additional Bumper Depth
C
urb to C
urb Turning R
adius
W
all to
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84.99 in.Front Overhang
Components
Front Tires
Chassis
Front Bumper
Aerial Device
Tires, Michelin, 425/65R22.50 20 ply XZY 3 tread
Dash-2000, Chassis, PAP/SkyArm/Midmount
Bumper, 19" extended, Imp/Vel
xxxAerial, 100' Pierce Platform
PRIDE #Description
0078244
0070220
0123625
0006900
Notes:
Actual Inside Cramp Angle may be less due to highly specialized options.
Curb to Curb turning radius calculated for a 9.00 inch curb.
Page 1 of 2
Turning Performance Analysis 5/1/2013
Definitions:
Inside Cramp Angle Maximum turning angle of the front inside tire.
Axle Track King-pin to king-pin distance of the front axle.
Wheel Offset Offset from the center-line of the wheel to the king-pin.
Tread Width Width of the tire tread.
Chassis Overhang Distance from the center-line of the front axle to the front edge of the cab. This does not include the
bumper depth.
Additional Bumper Depth Depth that the bumper assembly adds to the front overhang.
Wheelbase Distance between the center lines of the vehicle's front and rear axles.
Inside Turning Radius Radius of the smallest circle around which the vehicle can turn.
Curb to Curb Turning Radius Radius of the smallest circle inside of which the vehicle's tires can turn. This measurement assumes a
curb height of 9 inches.
Wall to Wall Turning Radius Radius of the smallest circle inside of which the entire vehicle can turn. This measurement takes into
account any front overhang due to the chassis, bumper extensions and/or aerial devices.
Page 2 of 2
From: Luther Overholt <loverholt@EdinaMN.gov>
Sent: Monday, December 5, 2022 3:02 PM
To: Cary Teague <cteague@EdinaMN.gov>
Subject: RE: First National Bank North
Cary,
If we require a 20 foot setback on the east side of the lot the 9 large locust trees could be saved. They
fall within that 20 feet and offer a good existing buffer to the highway entrance ramp. Please let me
know if you have any other questions.
Thanks,
Luther Overholt, City Forester
952-826-0308 | Fax 952-826-0392
LOverholt@EdinaMN.gov | EdinaMN.gov
From: Luther Overholt <loverholt@EdinaMN.gov>
Sent: Monday, December 5, 2022 1:35 PM
To: Cary Teague <cteague@EdinaMN.gov>
Subject: First National Bank North
Cary,
I was just out at this site and do not think we should accept their variance. The 9 large locust trees on
the east side are within 20’ of the property line and form a great barrier to the entrance ramp. They
removed the 4 ash trees on the NW side of the building but still have 2 remaining ash on the SW side.
Those 2 ash should either be treated or removed. I know they are infested with Emerald Ash Borer but
they look good enough to treat if they so choose. Please let me know if you have any other questions.
Thanks,
Luther Overholt, City Forester
952-826-0308 | Fax 952-826-0392
LOverholt@EdinaMN.gov | EdinaMN.gov
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CONTRACTOR SHALL SAWCUT &
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WALKS FOR INSTALLATION OF UTILITIES.
UPON COMPLETION OF UTILITY WORK
REPLACE ALL MATERIAL, IN KIND, MD
TO CITY STANDARD AND APPROVAL
REMOVE EX BUILDING, STRUCTURES,
FOUNDATIONS. FOOTINGS & BASE
MATERIALS, PER LOCAL STATE & FEDERAL
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CITY OF EDINA REMOVAL NOTES:
1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
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SPECIFICATION, OR REPORT WAS
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SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
DayId J. Kneable
DATE 11-10-22 LICENSE NO 48776
ISSUE/SUBMITTAL SUMMARY
DATE
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DESCRIPTION
CITY SUEVITTAL
DRAWN EIYAM..A. REVIEWED BY DE
PROJECT NUMBER: 22380
REVISION SUMMARY
DESCRIPTION DATE
REMOVALS PLAN
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COPIRIGHT20216/11. SITE GROUP HO
EROSION CONTROL NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (851-454.0002 OR 8004524 168) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTIUTIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.
3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.
4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTMTIES.
5. EXISTING PAVEMENTS SHALL BE SAV/CUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED
PAVEMENT CONNECTIONS.
8. REMOVED MATERIALS SHALL BE DISPOSED OF TOA LEGAL OFFSITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
7. ABANDON, REMOVAL, CONNECTION, MD PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH
PROPOSED PLANS.
8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.
9. PROPERTY UNES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN
THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEANUP OPERATIONS AS WELL AS CONSTRUCTION
SHOWN ON THE DRAWINGS.
10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY
REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE
ADJACENT PROPERTY OWNER PRIOR TO ANY WORK
11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE
ENGINEERAANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.
12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND
APPROVED BY THE CITY PRIOR TO CONSTRUCTION.
13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL
WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.
14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT
NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL
BY THE CITY PRIOR TO CONSTRUCTION ACTMTIES.
15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MVIUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS,
AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE
PERMITTED WITHOUT APPROVAL BY THE CITY.
16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS
REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
17. STAGING, DEMOLITION, MD CLEANUP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN
A MANNER AS REQUIRED BY THE CITY.
18. ALL EXISTING SITE TRAFFIC/ REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO
LGU.
19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL* (651454.0002 OR 800.252.1166) FOR
UTILITY LOCATIONS, 413 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER
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PROJECT NUMBER: 22380
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SWPPP NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT
*GOPHER STATE ONE CALL" (651-454-0002 OR 800.252-1166) FOR UTILITY
LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL
REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW 1.0 - SW1.5 FOR ALL EROSION CONTROL
NOTES. DESCRIPTIONS. AND PRACTICES.%
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION
CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP
IMPLEMENTATION, INSPECTIONS. AND COMPLIANCE WITH
NPDES PERMIT.
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM
REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
CITY OF EDINA EROSION CONTROL NOTES:
1. RESERVED FOR CRY SPECIFIC EROSION CONTROL NOTES.
NINE MILE CREEK WATERSHED DISTRICT
EROSION CONTROL NOTES:
1. EROSION CONTROL BLANKET SHALL BE 100% BIODEGRADABLE AND HAVE
LOOSEWEAVE NETTING OR BE NETLESS.
CITY OF EDINA
NOV 1 1 2022
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PROJECT NARRATIVE
Revised: December 9, 2022
5108 Edina Industrial Boulevard - Redevelopment
Site Plan Review and Variance Request
Project Overview
The existing site located on the northwest quadrant of MN Hwy 100 and Edina Industrial
Boulevard is currently occupied by a single level office structure, elevated one story above
grade with parking located below the structure and across the site.
It is proposed is this application, that the existing structure will be removed, the site cleared,
and prepared for a new structure that will house First National Bank North, a retail banking and
financial institution.
The property is properly zoned for the new proposed use, and with only minor variation
from the POD-1 (Planned Office District) district standards, the site will function flawlessly
in its context, location and site while bringing a new use and building structure to this area.
Redevelopment Plan Highlights
The plans attached with this submittal illustrate the redevelopment concept for the
property. The existing structure would be removed from the site and the new building plan
would be constructed in a single phase.
The redevelopment plan provides the opportunity to create a new, functional building and site
plan with a highly attractive architectural aesthetic, great building visibility and improved traffic
flow in and out of the site, including good circulation, parking and pedestrian safety for the
building owner, employees, and customers. The building will be constructed near the middle of
the property with a bias toward the southern end (primary street frontage) of the site, and the
building will total a little over 4,200 sq. ft., thus creating a safe configuration for pedestrian-
friendly use, and parking and drive-through configuration suitable for the banking functions.
Priorities for the bank and site planning focused on safe zones for it varied users, and separation
of pedestrian circulation routes from vehicle site circulation. The final site plan maintains direct
access to the retail banking floor for site visitors without having to cross vehicular routes that
circumvent the site. Other site highlights include:
□ Creation of high quality and consistent architectural aesthetics (incorporation of
stone, glass, metals and high quality building signage).
□ Reduction of vehicular access from Edina Industrial Blvd per preliminary staff
review comments from two (2) curb cuts (existing) down to one (1).
□ Installation of pedestrian enhancements, including sidewalks, interior
walkways, and related improvements.
□ Improved site landscaping including removal of limited older, over-grown
tree stock and updating entire site landscaping.
□ Separation of vehicular and pedestrian traffic on site to maximize safety
across a vehicle intensive parcel.
□ Reconfiguration and reduction of total parking accommodating both staff and
client parking layout (24 total spaces).
□ Improved internal vehicle access and site circulation.
□ Building access for visitors and patrons is clear, concise and safe. Building
services including deliveries and refuse collection will be conducted to the rear
and concealed sides of the facility.
Although the project includes the planned removal of a few mature trees on both the east
and west sides of the site, the removals are a biproduct of the site’s narrow width and
requirements for storm water management and emergency access. However, the tree
replacement plan meets the city minimum and replaces low quality species and old,
overgrown stock with a rich blend of new, higher quality varieties that will compliment the
building and site for years to come.
Variance Requests
Per Sec. 36-579: subpart a.: All new front facades in the district that face the public realm
must have 75% transparency at the ground level.
While we endeavor to maximize transparency for this building and use, there are some
practical limitations when considering program spaces and security in a relatively compact
footprint, especially for a financial institution. As a result, the final design represents a total
of 55% combined transparency on the south and east facades facing the public way. We are
requesting a variance from the required 75% total transparency for these two facades.
Per Sec. 36-579: subpart d.: Ground level first floors must have a minimum floor to ceiling height
of 20 feet
The narrow site and small footprint together creates a unique combination of practical
limitations for complete implementation of this section. Although 20’ clear height has been
incorporated for the banking lobby, full 20’ clear height across the entire small bank program
and the even smaller spaces it contains, such as restrooms and vaults, is not practical and
imposes undue cost and related hardships on the building. Additionally, creating higher
structure to accommodate the district-required interior volume quickly adds to the overall
structure height and required adjacent side yard setbacks, which increase with the building
height. As a compromise, again, this design incorporates the required clear volume over the
banking lobby and most prominently visible building section, while stepping down toward
the side yard setback and small interior program spaces.
DRIVE-THRU STACKING STUDY
Three vehicles in addition to each vehicle being served
Per Sec. 36-1316: subpart a.: No parking spaces or drive aisle shall be located within ten feet
of any principal use building.
Drive-through functions for the banking program require drive lanes directly adjacent to the
building. Additionally, the narrow parcel in its entirety, requires drive directly adjacent to
the structure to accommodate basic site circulation and complete emergency response
access. We are requesting variance from the building to drive lane proximity to
accommodate basic site circulation, function and safety.
Variances Summary
The proposed variances outlined above will relieve practical difficulties in complying with
selected language in the POD-1 district standards that emanate from the relatively narrow
lot that totals just over an acre.
Although the proposed project is right-sized for this particular parcel on which it has been
configured, the language in the POD-1 standards, including requirements for “Ground level
first floors must have a minimum floor to ceiling height of 20 feet”, and references to
“..facades on the first vertical 60 feet of a building”, and “no building facades shall be longer
than 200 feet without changing direction…” clearly point to a district intended for
significantly larger structures which could not be accommodated on this small lot.
In the proposed variances outlined in this narrative and illustrated in the attached
submittal, the First National Bank North building and site configuration address the
extraordinary circumstances highlighted in the selected POD-1 language above in a
harmonious way, embodying both the purpose and intent of the office district language, in
a scale uniquely appropriate for the site and location, while providing an approved district
use in a beautiful building that does not alter the essential character of the surrounding area
or highway frontage neighborhood.
Survey Responses
Public Hearing Comments-First National
Bank North
Better Together Edina
Project: Public Hearing-5100 Edina Industrial Blvd-First National Bank North
No Responses
VISITORS
1
CONTRIBUTORS
0
RESPONSES
0
0
Registered
0
Unverified
0
Anonymous
0
Registered
0
Unverified
0
Anonymous
The CITY of
EDINA
Site Plan Review with Variances
The CITY of
EDINA
EdinaMN.gov 2
Site
The CITY of
EDINA
EdinaMN.gov 3
The CITY of
EDINA
EdinaMN.gov 4
The CITY of
EDINA
EdinaMN.gov 5
The CITY of
EDINA
EdinaMN.gov 6
The CITY of
EDINA
EdinaMN.gov 7
The CITY of
EDINA
EdinaMN.gov 8
The CITY of
EDINA
EdinaMN.gov 9
The CITY of
EDINA
EdinaMN.gov 10
The CITY of
EDINAThis Request Requires:
EdinaMN.gov 11
Site Plan review with a transparency at ground level
and first floor building height variances.
The CITY of
EDINA
EdinaMN.gov 12
Compliance Table
*Variance Required
POD-1 Proposed
Setbacks - Buildings
Edina Industrial Boulevard - Front
East lot line (highway 100) – Side
West lot line – Side
North lot line – Rear
35 feet
35 feet
20 feet
20 Feet
140 feet
50 feet
30 feet
100 feet
Building Height 4 stories and 48 feet per
the height overlay district
1 story
Parking lot and drive aisle setback
East lot line
South lot line
West & North lot lines
20 feet
20 feet
10 feet
20 feet
40 feet
10 and 45 feet
First Floor Height 20 feet 13-20 feet
75% Transparency – 1st level 75% 60-80%
Maximum Floor Area Ratio (FAR) .5% .07%
The CITY of
EDINAPrimary Issue
Are the Proposed Variances Justified?
These variances are reasonable given the small size of the proposed building, that portions of the building will be 20 feet tall
on the first level, and the security needs for banks.
On the east side of the building is the banks vault, that cannot have transparency from the outside. Transparency on that side
of the building would be 60%. The entrance or south side of the building would meet the 75% requirement.
A large portion of the bank would meet the 20-foot ceiling height, as indicated on the proposed plans. The entrance and
office and conference room on the south side of the building would not.
There are no buildings in this area with 20-foot first floor ceiling height, and most are not 75% transparent when facing the
street.
EdinaMN.gov 13
The CITY of
EDINA
EdinaMN.gov 14
The CITY of
EDINABetter Together Edina
EdinaMN.gov 15
The CITY of
EDINARecommendation
EdinaMN.gov 16
The CITY of
EDINA
EdinaMN.gov 17
The CITY of
EDINA
EdinaMN.gov 18
The CITY of
EDINA
EdinaMN.gov 19
The CITY of
EDINA
EdinaMN.gov 20
Date: December 14, 2022 Agenda Item #: VI I.A.
To:P lanning C ommission Item Type:
R eport and R ecommendation
F rom:C ary Teague, C ommunity Development Director
Item Activity:
Subject:S ketch P lan R eview - 5201 G randview Lane Disc ussion
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
No action requested. P rovide the applicant non-binding comments on a potential future land use request.
I N TR O D U C TI O N:
T he P lanning Commission is asked to consider a sketch plan request to tear down the existing duplex at
5201 G randview Lane and build a 3-unit townhome. Two units would gain access off Grandview L ane
and the other off 52nd Avenue South.
T he subject property is zoned R-2, D ouble D welling unit District. T he site is guided low density attached
residential, which allows between 4-8 units per acre. T he property is 12,938 square feet in size. T he
proposed density is 10 units per acre.
T he request would require the following:
Ø A C omprehensive P lan Amendment to re-guide the site from low density attached to
medium density, which would allow up to 12 units per acre; and
Ø A R ezoning from R-2, Single-D welling Unit D istrict to P R D -3, P lanned R esidential
D istrict-3, and multiple variances including setbacks on all sides, building coverage a lot area per
unit.
AT TAC HME N T S:
Description
Staff Memo
Applicant Narrative
Proposed Plans
Site Location, Zoning, & Comp. Plan
Memo - Affordable Hous ing Development Manager
Staff Pres entation
Applicant Submittal and Pres entation
City of Edina • 4801 W. 50th St. • Edina, MN 55424
City Hall • Phone 952-927-8861
Fax 952-826-0389 • www.CityofEdina.com
Date: December 14, 2022
To:
Planning Commission
From: Cary Teague, Community Development Director
Re:
Sketch Plan Review – 5201 Grandview Lane
The Planning Commission is asked to consider a sketch plan request to tear down the
existing duplex at 5201 Grandview Lane and build a 3-unit townhome. Two units would gain
access off Grandview Lane and the other off 52nd Avenue South. (See attached applicant
narrative and plans.)
The subject property is zoned R-2, Double Dwelling unit District. The site is guided low
density attached residential, which allows between 4-8 units per acre. The property is 12,938
square feet in size. The proposed density is 10 units per acre.
The request would require the following:
A Comprehensive Plan Amendment to re-guide the site from low density attached
to medium density, which would allow up to 12 units per acre; and
A Rezoning from R-2, Single-Dwelling Unit District to PRD-3, Planned Residential
District-3, and multiple variances including setbacks on all sides, building coverage
a lot area per unit.
The table on the following page is a compliance table demonstrating how the proposed new
building would and would not comply with a PRD-3, Planned Residential Development-3
standards on the lot.
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Compliance Table
City Standard
(PRD-3)
Comprehensive
Plan
Proposed
Front – Grandview Lane
Front – 52nd Ave. South
Side – South
Rear
35 feet
35 feet
20 feet
35 feet
30 feet*
17 feet*
10 feet*
30 feet*
Building Height 2.5 stories
2.5 stories
Building Coverage .30 .34*
Lot Area per Dwelling Unit 4,400 s.f. 4,312 s.f.*
Density Allowed (units
allowed on the site)
8 units per acre
(4 units)
10 units per acre**
(3 units**)
*Variances required
**Comprehensive Plan Amendment Required
Highlights/Issues:
Affordable Housing. The average market value for the two units that exist on the site is
$328,000, therefore, the units are considered naturally occurring affordable housing. The
proposal would remove these units and replace them with market rate housing. (See
attached memo from the affordable housing development manager.)
The properties to the west and south contain duplexes that are zoned R-2, Double
Dwelling Unit District. The property to the east is zoned PRD-3, and guided medium
density housing. (See attached Zoning Map & Comprehensive Land Use Plan).
Density/Comprehensive Plan. Increased density was not considered for this site as
part of the recent Comprehensive Plan Update. While the proposal would add only
one unit over the two lots, a Comprehensive Plan Amendment would still be required.
The proposal requires variances for all setbacks, lot area and building coverage,
indicating the proposed increase in density is too much for the site and not
appropriate.
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Staff would suggest that this entire block of Grandview Lane could be considered as a
potential future area of change and studied further within the next Comprehensive
Plan Update. Re-guiding this entire area to medium density residential could be
considered at that time, as it would be consistent with medium density designations to
the east and west.
D o n n a y H o m e s, I n c.
9655 – 63rd Avenue North, Maple Grove, Minnesota 55369
Builder #594838, #594839
Date: November 15, 2022
Re: Grandview Lane Redevelopment
5201 Grandview Lane.
PID 2811721330019
Background:
Proposal: Project is a total of 3 townhome units on the subject property in 1 – 3 unit building.
Submittal description:
• Adjacent Properties are a mix of R-1, R-2, PRD-3
o Adjacent Uses are Low-, Medium- and High Density Residential
• Unit count is 3.
o Current Density is 6.7u/a
o Project Density is 10u/a, but the increase in units is 1.
o We will request Rezoning to PRD-3 and update the Comprehensive Plan to Medium Density.
o Total Hardcover is 43.3%.
o Building (Structural) Hardcover is 28.8%
• Building is 1 – 3-unit Building.
o Building offers reasonable side setback distances of 10-feet to the adjacent property line and 20-
feet to 52nd street.
o Rear Setback is 30-feet to the accessory decks.
o Building would be built as a Walkout as the lot slopes to the rear.
• Building Elevations are as shown.
o Siding is a quality Composite product LP or equal.
o ‘Stone’ accents are a composite stone product.
o Material Board can be provided at PC and Council
o Exterior finishes are the same as what we have used in many projects throughout the Edina area.
See image Above.
• Unit Pricing is estimated to start in the $600’s.
(Building in the images below is a previously constructed twin home at 54th and Drew Ave So, Edina)
Finish Options
• Building information
o Units have a full-sized 2-car garage
o Units are Multi-level, with unfinished basement options offering a variety of finishes
o Basement finishes are available from the builder, or can be done in the future by the owner
o Units may have up to 4 bedrooms and 3 baths
Conclusion: Donnay Homes is confident the redevelopment of this properties will enhance the neighborhood,
offering a type of housing in short supply, help address a lack of Missing Middle housing in Edina, and
modestly increase density of the neighborhood.
The addition of this new building continues the redevelopment begun at Grandview Townhomes (at a more
modest scale).
• The neighborhood include a number of twin homes in the area, but also includes significant mid- and
high-rise apartment buildings, as well as a strong retail presence along the Vernon Avenue Corridor.
• Townhomes are an appropriate infill product in this area.
• This neighborhood is walkable. It is adjacent to the Grandview Small Area.
• Location provides the opportunity for new housing stock in an appropriate location.
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www.EdinaMN.gov 2
www.EdinaMN.gov 3
Site Site
www.EdinaMN.gov 4
Site
www.EdinaMN.gov 5
www.EdinaMN.gov 6
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Department Name
Phone 952-927-8861 • Fax 952-826-0390 • EdinaMN.gov
Date: December 9, 2022
To: Cary Teague, Community Development Director
From: Stephanie Hawkinson, Affordable Housing Development Manager
Subject: 5201 Grandview Lane Townhomes
I have reviewed the proposal for 5201 Grandview Lane entailing the demolition of a duplex to be replaced
with a tri-plex, adding one unit to the site. The combined assessed value of this two-unit property is
$657,700, which equates to $328,850 per unit, making this Naturally Occurring Affordable Housing
(NOAH). According to the Metropolitan Council, a home valued at $355,600 is affordable to households
with incomes at or below 80% of the Area Median Income. Due to the demolition of two NOAH
properties to be replaced with three market rate townhomes that will be presumably valued at greater
than $355,600 I do not support this proposal.
Both the Housing Strategy Task Force Report and the Comprehensive Plan support ‘Missing Middle”
development (medium density residential) and encourage investigating the possibility increasing density
along transit corridors to allow for “Missing Middle”. Yet, both documents also support the preservation
of Naturally Occurring Affordable Housing (NOAH). NOAH properties exist without public subsidy, and
they cannot be replaced at the same price points.
Since 2008 roughly 1,000 moderately priced housing units have been torn down and replaced with high end
luxury housing. Through 2020 the average value of teardowns was $427,302 and the average value of the
replacement housing was $1,205,308. The assessed values of the homes along Grandview Lane range from
affordable to houses values in the high $600,000s. Homes with affordable values such as 5201 Grandview
Lane provide opportunities for people who work in Edina to live in Edina: these house values are becoming
increasingly rare. Tearing them down to be replaced with market rate housing serves to contribute to the
housing crunch experienced locally and nationally. Furthermore, the reduction of affordable places to live
conflicts with Edina’s value of equity and inclusion.
I do not support the proposal as replacing two affordable homes with market rate homes does not appear
to comply with any City policies or plans and fails to serve a larger public purpose.
The CITY of
EDINA
Sketch Plan Review – 5201 Grandview Lane
The CITY of
EDINA
www.EdinaMN.gov 2
The CITY of
EDINA
www.EdinaMN.gov 3
Site Site
The CITY of
EDINA
www.EdinaMN.gov 4
Site
The CITY of
EDINA
www.EdinaMN.gov 5
The CITY of
EDINA
www.EdinaMN.gov 6
The CITY of
EDINA
www.EdinaMN.gov 7
The CITY of
EDINA
www.EdinaMN.gov 8
The CITY of
EDINA
www.EdinaMN.gov 9
The CITY of
EDINA
www.EdinaMN.gov 10
City Standard
(PRD-3)
Comprehensive
Plan
Proposed
Front – Grandview Lane
Front – 52
nd Ave. South
Side – South
Rear
35 feet
35 feet
20 feet
35 feet
30 feet*
17 feet*
10 feet*
30 feet*
Building Height 2.5 stories 2.5 stories
Building Coverage .30 .34*
Lot Area per Dwelling Unit 4,400 s.f.4,312 s.f.*
Density Allowed (units
allowed on the site)
8 units per acre
(4 units)
10 units per acre**
(3 units**)
* Variances required
** Comprehensive Plan Amendment Required
The CITY of
EDINAThis Request Requires:
EdinaMN.gov 11
A Comprehensive Plan Amendment to re-guide the site from low
density attached to medium density, which would allow up to 12 units
per acre; and
A Rezoning from R-2, Single-Dwelling Unit District to PRD-3, Planned
Residential District-3, and multiple variances including setbacks on all
sides, building coverage and lot area per unit.
The CITY of
EDINA
www.EdinaMN.gov 12
Required Setbacks
The CITY of
EDINADiscussion/Sketch Plan Review
EdinaMN.gov 13
Affordable Housing. The average market value for the four units that exist on the site is $328,000,
therefore, the units are considered naturally occurring affordable housing. The proposal would
remove these units and replace them with market rate housing. (See attached memo from the
affordable housing development manager.)
The properties to the west and south contain duplexes that are zoned R-2, Double Dwelling
Unit District. The property to the east is zoned PRD-3, and guided medium density housing.
(See attached Zoning Map & Comprehensive Land Use Plan).
Density/Comprehensive Plan. Increased density was not considered for this site as part of the
recent Comprehensive Plan Update. While the proposal would add only one unit over the two
lots, a Comprehensive Plan Amendment would still be required.
The proposal requires variances for all setbacks, lot area and building coverage, indicating the
proposed increase in density is too much for the site and not appropriate.
The CITY of
EDINADiscussion/Sketch Plan Review
EdinaMN.gov 14
Staff would suggest that this entire block of Grandview Lane could be considered as a potential
future area of change and studied further within the next Comprehensive Plan Update. Re-
guiding this entire area to medium density residential could be considered at that time, as it
would be consistent with medium density designations to the east and west.
The CITY of
EDINA
www.EdinaMN.gov 15
The CITY of
EDINA
www.EdinaMN.gov 16
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Date: December 14, 2022 Agenda Item #: VI I.B.
To:P lanning C ommission Item Type:
O ther
F rom:Liz O ls on, Administrative S upport S pecialist
Item Activity:
Subject:Election of C hair and Vice-C hair Action
C ITY O F E D IN A
4801 West 50th Street
Edina, MN 55424
www.edinamn.gov
A C TI O N R EQ U ES TED:
Accepting nominations to vote for the P lanning Commission C hair and Vice-C hair.
I N TR O D U C TI O N: