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HomeMy WebLinkAbout04-26-22F VE, MMI - 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.CI.ANDOVER.MN.US Andover Planning and Zoning Commission Meeting Agenda April 26, 2022 Andover City Hall Council Chambers 7:00 p.m. 1. Call to Order 2. Pledge of Allegiance 3. Approval of Minutes — February 22, 2022 Workshop Meeting, April 12, 2022 Regular Meeting 4. Public Hearing: Consider Rezoning Request — Rezone Property From R-1: Single Family Rural to R-4: Single Family Urban — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) 5. Public Hearing: Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) 6. Public Hearing: Consider Preliminary Plat Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) 7. Other Business 8. Adjournment 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning and Zoning Commissioners FROM: Joe Janish, Community Development Director SUBJECT: Approval of Minutes DATE: April 26, 2022 ACTION REQUESTED The Planning and Zoning Commission is requested to approve the February 22, 2022 Workshop meeting minutes and April 12, 2022 Regular meeting minutes. 1 PLANNING AND ZONING COMMISSION WORKSHOP MEETING 2 FEBRUARY22, 2022 3 4 5 The Workshop Meeting of the Andover Planning and Zoning Commission was called to 6 order by Chairperson Karen Godfrey on February 22, 2022, 7:25 p.m., at the Andover City 7 Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. 8 9 Commissioners present: Bert Koehler IV, Mary VanderLaan, Nick Loehlein, Scott 10 Hudson, Wes Volkenant, Jonathan Shafto 11 12 Commissioners absent: None 13 14 Also present: Community Development Director Joe Janish 15 City Planner Peter Hellegers 16 Associate Planner Jake Griffiths 17 Others 18 19 DISCUSSION. PRELIMINARYPLATPROCESS 20 21 The Planning & Zoning Commission is requested to discuss changes to the preliminary 22 plat process. Mr. Hellegers explained the preliminary plat review process and the changes 23 staff are proposing. He stated staff has brought this to Council and they support the change. 24 25 Commissioner Loehlein asked if the Commission will see the plat before it is final or if 26 they only look at it during the preliminary plat process. Mr. Hellegers stated the 27 Commission will see the project at the sketch plan phase, giving them two opportunities to 28 review the project. He noted that when the plat is finalized, it is placed on the City 29 Council's consent agenda. 30 31 Mr. Griffiths noted that sketch plans are optional for standard developments. He stated the 32 process for the Planning and Zoning Commission will not change, however, the core 33 requirements to move the preliminary plat forward will change. Mr. Griffiths stated the 34 core requirements are preliminary plat info, geological technical report, and stormwater 35 report. Mr. Griffiths explained there will be more staff comments on the report. 36 37 Commissioner Koehler asked if there would be review steps that are not completed and 38 gave the example of emergency services not reviewing the plan before it goes to the Andover Planning and Zoning Commission Workshop Meeting Minutes —February 22, 2022 Page 2 1 Planning Commission. Mr. Griffiths stated staff ensures the basic components are included 2 and would send it to the Andover Review Committee (ARC) for comments. 3 4 Chairperson Godfrey asked why tree protection wouldn't be included as a core item due to 5 the concern of residents around that issue. Mr. Griffiths stated not all developments have 6 tree preservation plans, only planned unit developments do. Mr. Griffiths stated the plat 7 comes before the tree preservation plan and the other core items are needed to create the 8 preliminary plat. 9 10 Commissioner Volkenant stated there are no checks between the Commission 11 recommending a project and the Council approving it on the consent items. He asked staff 12 to address his comment. Mr. Hellegers stated Council will also see the sketch plan and the 13 preliminary plat. Mr. Hellegers stated staff works with the developer to make sure the 14 Commission's and Council's concerns and suggestions are addressed. He stated that when 15 the final plat is approved, there have been many checks between the developer, staff, City 16 Council, and Planning Commission. Mr. Griffiths stated staff are only recommending a 17 change to the initial step of the preliminary plat. 18 19 Commissioner Koehler asked if the process is in place today. Mr. Griffiths stated it is in 20 place. Commissioner Koehler asked if the Commission has seen projects using this process. 21 Mr. Griffiths stated staff are following the current process and have been pushing towards 22 the new process. 23 24 Commissioner Loehlein agrees that the changes will be minor to what the Commission 25 sees, except they will see more comments. 26 27 Chairperson Godfrey stated the Commission relies on staff to make sure the issues are 28 resolved. 29 30 Commissioner Shafto appreciates staff looking at the project and making it more efficient. 31 32 OTHER BUSINESS 33 34 ADJOURNMENT 35 36 Motion Chairperson Godfrey assumed a motion to adjourn. Motion carries through 37 unanimous consent. The meeting adjourned at 7:41 p.m. 38 39 Respectfully Submitted, Andover Planning and Zoning Commission Workshop Meeting Minutes —February 22, 2022 Page 3 3 Shari Kunza, Recording Secretary 4 TimeSaver Off Site Secretarial, Inc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 PLANNING AND ZONING COMMISSION REGULAR MEETING APRIL 12, 2022 The Regular Bi -Monthly Meeting of the Andover Planning and Zoning Commission was called to order by Chairperson Karen Godfrey on April 12, 2022, 7:00 p.m., at the Andover City Hall, 1685 Crosstown Boulevard NW, Andover, Minnesota. Commissioners present: Mary VanderLaan, Nick Loehlein, Scott Hudson, Wes Volkenant, Jonathan Shafto Commissioners absent: Bert Koehler IV Also present: Community Development Director Joe Janish Associate Planner Jake Griffiths Others PLEDGE OFALLEGL4NCE APPROVAL OF MINUTES February 22, 2022 Regular Meeting Motion: Chairperson Godfrey assumed a motion to approve the February 22, 2022 Regular Meeting minutes as presented. Motion carries by unanimous consent. PUBLIC HEARING: CONSIDER REPEALING EXISTING CITY CODE TITLE 12: ZONING REGULATIONS, ADOPTING UPDATED CITY CODE TITLE 12: ZONING REGULATIONS AND SUMMARY ORDINANCE FOR PUBLICATION - CITY OF ANDOVER (APPLICANT) The Planning Commission is requested to hold a public hearing and make a recommendation to the City Council updating City Code Title 12: Zoning Regulations. City Planner Hellegers explained the Code is changing to be consistent with the Comprehensive Plan. He stated the amendments create new zoning districts and requirements within them. Mr. Hellegers reviewed the changes as presented in the staff report and previously discussed at Planning Commission Work Sessions. Regular Andover Planning and Zoning Commission Meeting Minutes—April 12, 2022 Page 2 2 Commissioner VanderLaan asked about the changes to Chapter 11: Shoreland Lots and 3 how it evolved. Mr. Hellegers explained Shoreland Lots were one of the earlier districts 4 and Title 13 — Chapter 4: Shoreland Management is more current and meets required 5 standards. 7 Motion: Chairperson Godfrey assumed a motion to open the Public Hearing at 7:08 p.m. 8 The motion carried by unanimous consent. 10 No one appeared before the Commission. 11 12 Motion: Chairperson Godfrey assumed a motion to close the Public Hearing at 7:09 p.m. 13 The motion carried by unanimous consent. 14 15 Commissioner Loehlein commended staff on the solution to in-home beauty salon/barber 16 shops. 17 18 Motion by Volkenant, seconded by Loehlein, to recommend approval of amendments to 19 City Code Title 12: Zoning Regulations as presented in the Ordinance. Motion carried 20 unanimously. 21 22 PUBLIC HEARING. CONSIDER AMENDMENTS TO CITY CODE 4-1- 2: PUBLIC 23 NUISANCES ENUMERATED AND SUMMARY ORDINANCE FOR PUBLICATION 24 - CITY OFANDOVER (APPLICANT) 25 26 The Planning Commission is requested to hold a public hearing and make a 27 recommendation to the City Council amendments to City Code 4-1-2: Public Nuisances 28 Enumerated. Associate Planner Griffiths explained there were nuisances that were deleted 29 in Title 12 and moved to City Code 4-1-2 where all other nuisance regulations are. He 30 noted City Council and the Planning Commission reviewed changes at workshops. Mr. 31 Griffiths stated a public hearing is not needed on this item, but for full transparency, staff 32 are bringing it to the Commission and public. 33 34 Motion: Chairperson Godfrey assumed a motion to open the Public Hearing at 7:12 p.m. 35 The motion carried by unanimous consent. 36 37 No one appeared before the Commission. 38 39 Motion: Chairperson Godfrey assumed a motion to close the Public Hearing at 7:12 p.m. 40 The motion carried by unanimous consent. 41 42 Commissioner Loehlein commented that the Planning Commission has reviewed these 43 changes at previous workshops, and this is the opportunity for the public to comment on 44 them. 45 Regular Andover Planning and Zoning Commission Meeting Minutes—April 12, 2022 Page 3 i Motion by Loehlein, seconded by VanderLaan, to recommend approval of amendments to 2 City Code Title 4: Public Health and Safety, Chapter 1: Nuisances, Section 2: Public 3 Nuisances Enumerated. Motion carried unanimously. 5 PUBLIC HEARING: CONSIDER REZONING REQUEST -REZONE PROPERTIES 6 FROM GR: GENERAL RECREATION TO R-4: SINGLE FAMILY URBAN - 7 PARCEL ID NUMBERS 22-32-24-43-0004, 22-32-24-43-0005, 22-32-24-43-0003, 22- 8 32-24-43-0002 —CITY OF ANDOVER (APPLICANT) to The Planning Commission is requested to hold a public hearing and make a 11 recommendation to the City Council regarding rezoning properties from GR: General 12 Recreation to R-4: Single Family Urban. Associate Planner Griffiths stated the City needs 13 to rezone properties due to the changes to zoning categories. He stated GR -General 14 Recreation is being eliminated and was only used for the property called Sunshine Park. 15 He stated the zoning change does not change the use of Sunshine Park. 16 17 Chairperson Godfrey asked if Sunshine Park was acquired using the Park Dedication Fund. 18 Mr. Griffiths stated Sunshine Park was not initially acquired using Park Dedication Funds, 19 but investments have been made since then using Park Dedication Funds. Chairperson 20 Godfrey stated her understanding is that once Park Dedication Fees are spent on a parcel, 21 it can no longer be used for development. Mr. Griffiths stated it would be very difficult to 22 justify the sale of a property in which Park Dedication Funds were invested. 23 24 Commissioner Volkenant asked for clarification on why City Hall is a different color on 25 the proposed zoning map. Mr. Griffiths stated the proposed zoning map is an administrative 26 update and City Hall will be changed to a different color because it is not a park. 27 28 Motion: Chairperson Godfrey assumed a motion to open the Public Hearing at 7:19 p.m. 29 The motion carried by unanimous consent. 30 31 No one appeared before the Commission. 32 33 Mr. Griffiths stated staff have received one written comment from Charles Bies,1969148`h 34 Avenue NW asking that Sunshine Park be zoned something other to be locked in as a park. 35 36 Motion: Chairperson Godfrey assumed a motion to close the Public Hearing at 7:20 p.m. 37 The motion carried by unanimous consent. 38 39 Chairperson Godfrey asked if staff reached out to the resident to address their concern. Mr. 4o Griffith stated staff did reach out. 41 42 Motion by VanderLaan, seconded by Loehlein, to recommend approval of rezoning from 43 GR: General Recreation to R-4: Single Family Urban - Parcel ID Numbers 22-32-24-43- 44 0004, 22-32-24-43-0005, 22-32-24-43-0003, 22-32-24-43-0002. Motion carried 45 unanimously. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Regular Andover Planning and Zoning Commission Meeting Minutes—April 12, 2022 Page 4 PUBLIC HEARING: CONSIDER REZONING REQUEST - REZONE PROPERTY FROMLB: LIMITED BUSINESS TO NB: NEIGHBORHOOD BUSINESS- PARCEL ID NUMBER 33-32-24-13-0005 - CITY OFANDOVER (APPLICANT) The Planning Commission is requested to hold a public hearing and make a recommendation to the City Council updating City Code Title 12: Zoning Regulations. Associate Planner Griffiths explained the LB: Limited Business zoning district is being eliminated and will rezone the one property to NB: Neighborhood Business. He stated it will match the surrounding properties and will not impact the operation of the current business. Motion: Chairperson Godfrey assumed a motion to open the Public Hearing at 7:22 p.m. The motion carried by unanimous consent. No one appeared before the Commission. Motion: Chairperson Godfrey assumed a motion to close the Public Hearing at 7:22 p.m. The motion carried by unanimous consent. Motion by Hudson, seconded by VanderLaan, to recommend approval rezoning property from LB: Limited Business to NB: Neighborhood Business - Parcel ID Number 33-32-24- 13-0005. Motion carried unanimously. PUBLIC HEARING: CONSIDER REZONING REQUEST -REZONE PROPERTIES FROM R-5: MANUFACTURED HOUSING TO R-4: SINGLE FAMILY URBAN - PARCEL ID NUMBERS 30-32-24-41-0003 AND 29-32-24-32-0011 - CITY OF ANDOVER (APPLICANT) The Planning Commission is requested to hold a public hearing and make a recommendation to the City Council regarding rezoning properties from R-5: Manufactured Housing to R-4: Single Family Urban. Associate Planner Griffiths stated the City is eliminating the R-5 Zoning District and evaluated where the parcels should be rezoned to. He explained there are two properties without development opportunities and are protected wetland and flood plain. He stated they will be rezoned to R-4: Single Family Urban to match the surrounding area. Motion: Chairperson Godfrey assumed a motion to open the Public Hearing at 7:25 p.m. The motion carried by unanimous consent. No one appeared before the Commission. Mr. Griffiths stated the City received one written comment from Andrew Andrusko and neighbors, 4044 1456 Ave NW, stating he is opposed to the request and asked the City to look at options to preserve the wetland. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Regular Andover Planning and Zoning Commission Meeting Minutes—April 12, 2022 Page 5 Motion: Chairperson Godfrey assumed a motion to close the Public Hearing at 7:26 p.m. The motion carried by unanimous consent. Commissioner Volkenant asked if staff reached out to the resident to address their concern. Mr. Griffith stated staff did reach out. Chairperson Godfrey asked if the City preserved the land as requested by the resident, the City would need to purchase the land. Mr. Griffiths stated the land is already largely protected due to it being wetland and flood plain. He stated if the City wanted to preserve it, the City would need to purchase the property or having the property donated. Motion by Loehlein, seconded by Hudson, to recommend approval of rezoning properties from R-5: Manufactured Housing To R-4: Single Family Urban - Parcel ID Numbers 30- 32-24-41-0003 And 29-32-24-32-0011. Motion carried unanimously. OTHER BUSINESS Associate Planner Griffiths stated the items on today's agenda will be on the Council agenda on April 19. He updated the Commission on Council actions. He announced the next Planning and Zoning Commission meeting on April 26, 2022. Chairperson Godfrey stated the Commission has been through the Code revisions extensively through workshops. She stated she appreciates the responsiveness and hard work of staff to make the Code understandable and usable. ADJOURNMENT Motion: Chairperson Godfrey assumed a motion to adjourn the meeting at 7:30 p.m. Motion carried by unanimous consent. Respectfully Submitted, Shari Kunza, Recording Secretary TimeSaver Off Site Secretarial, Inc. 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning & Zoning Commissioners CC: Joe Janish, Community Development Director FROM: Jake Griffiths, Associate Planner SUBJECT: Public Hearin?: Consider Rezoning Request — Rezone Property From R-1: Single Family Rural to R-4: Single Family Urban — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) DATE: April 26, 2022 DISCUSSION Tamarack Land -Nightingale Villas, LLC has requested to rezone the unaddressed property located at PIN 22-32-24-24-0017 from R-1: Single Family Rural to R-4: Single Family Urban. A map showing the location of the subject property is attached. The property is located within the Metropolitan Urban Service Area (MUSA) and is within the current stage of sewer expansion. Times and conditions have changed with the extension of municipal sewer and water into this area and with the development of single-family urban neighborhoods to the south and east of the subject property. The request aligns with the Comprehensive Plan as the subject property is guided as Transitional Residential; which contains properties within the MUSA boundary that are currently zoned rural but are guided for urban development. The rezoning has been requested so the land can be developed into single-family urban residential lots for the proposed development known as Nightingale Villas. Current Zoning Proposed Zoning ACTION REQUESTED The Planning & Zoning Commission is requested to hold a public hearing on the rezoning request and make a recommendation to the City Council. The rezoning, if approved, will be made contingent on approval of the planned unit development agreement and the preliminary plat. < R ctfully submitted, /Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Map CC: Tamarack Land -Nightingale Villas, LLC (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE XXX AN ORDINANCE AMENDING CITY CODE TITLE 12-3-4, ZONING DISTRICT MAP OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: City Code 12-3-4, The Zoning District Map of the City of Andover is hereby amended as follows: 1. The zoning designation of the following parcel is hereby amended from R-1: Single Family Rural to R-4: Single Family Urban: PID# 22-32-24-24-0017 THE S1/2 OF SE1/4 OF NW1/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC 2. The findings for the rezoning are that the property is located within the Metropolitan Urban Service Area (MUSA) and also has the ability to be served by City of Andover municipal services. Times and conditions have changed with the extension of municipal sewer and water into this area and with the development of single-family urban residential neighborhoods to the south and east of the subject property. The request aligns with the Comprehensive Plan as the subject property is guided as Transitional Residential, which contains properties within the MUSA boundary that are currently zoned rural but are guided for urban development. 3. All other sections of the Zoning Ordinance shall remain as written and adopted by the City Council of the City of Andover. 4. Approval of the zoning district map amendment is contingent upon the approval of the planned unit development agreement/conditional use permit request and preliminary plat request for the proposed Nightingale Villas residential development. Adopted by the City Council of the City of Andover on this 3rd day of May, 2022. ATTEST: Michelle Harmer, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE REZONING REQUEST FOR THE NIGHTINGALE VILLAS RESIDENTIAL DEVELOPMENT LOCATED AT UNADDRESSED PROPERTY PID# 22-32-24-24-0017 AND LEGALLY DESCRIBED AS: THE S1/2 OF SE1/4 OF NWl/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has submitted a rezoning request to rezone the subject property from R-1: Single Family Rural to R-4: Single Family Urban, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on April 26, 2022 pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does not meet the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would have a detrimental effect on the health, safety, and general welfare of the City of Andover, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of the rezoning request. WHEREAS, the City Council of the City of Andover agrees with the recommendation of the Planning and Zoning Commission, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the rezoning request; for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 3rd day of May 2022. CITY OF ANDOVER: ATTEST: Sheri Bukkila, Mayor Michelle Hartner, Deputy City Clerk OVER Nightingale Villas Site Location 2418 2386 2318 2288. 2210 `' 15532 f 12i7`' 1909 -,i 11311 ` 1153 '2421 : - ,115-jafi 1938 1 18:3 17 r 2165• 2077 15450 u 1 .-r 1 1 1 x126 �- P�' d- 15476 15973 •. _'• t rlfi7 _ ' 2440' 15394 a:. �' r 5¢4 6 1 ,151 1925 ,,rt .15383 IT .� �.,.1. -7--�-- �-, 15419 .r i 15377 i ! �';I 1948. 1;400 2'.320 > >,^ '� I fl ' I ^0 f � 1 1 >Oliu �.�, 15403 11371 -f - 1X116; `F-� \RD1. 3fi3 -15367 ,r �... ji -f `�-• 15405 ` 1�42w1 15389 1111.. _ tll ` a , f f- i 4 �r+• JL157�7 ,15361 1'._ + •� _ v.� �'�F j 154�OU�578 tt 1533 ^: ..+,• r - M t - - 1975 e..1.5:376 15365 15317 - 30 1 '. ;J ,7.111^ d ^"'. x ' -•+ _1535.1 15311 15343 ►.a+r�{ 1 Z�, 3_*a• 19.18• �.�.. ►ro .ry1 1344 �' � 1-.3�=1' --g.' 2153 3' • r l9ftt i �i339i',� I.i333 II , 14, " 15330 , i , j'ti r• _ '. rr. �"�` � .• r-_ 1 15314 1- 333 IT>325 3 ,..1 2,> r(, i.,, •' � I.ii l It If' ]: 1 fs .-.e. •, 13327 153 L'' 5"i1 l\ I:i:307 ''.. r • ��. w"_'}. .15 -SU> '" I' w ry ;di K 241 " "�. ''c" - ll i 321 't - 1 5.309 . 341 3 3.377_ L339r 2'4 "'- . r ' 1532511 "� � �� r152(r, �_ !� 1 �1f.1 �f . �h-\ ,/.,w 1 IS> i0 r23_I82306 1.)27) 152 19 -.1�. 2278 l>>1IS 1::210` ` 2235 '�\-+q' `�''` ► ss !►' 15245 I ' Nightingale Villas I,520;5) 15237 Site Location 115198 • -151831 •' 2222 2162 Z11It- —2060��311 hIt 1990 - 151')4 i [:)-I 5 '• ' 3 3 i�: 2293q ..22�IC- 7 2083 ` 11r � h �172 ' f{"��►'-111151 3�.i- 'rr' rdiv'� _ t ,. r� �.L9 i 1900 r�-.. -} ' 15151 ,, �2351s 2-")2 *^�`• X236' .2182p-2144 - 151.4~ 1 :.I i'i IV. - ,', �..1- 2020 S1y-40 r3fi.S, Y 2 1_3 X237 �' -' 2093 -2051'' - - � -. �` .� 21831x2155,4 2009 K 1929 1885 1853. - 1513051, � 2284 R' � , 1)1815 1 Jim, • i 112 .. Date Created: April 19, 2022 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV TO: Planning & Zoning Commissioners CC: Joe Janish, Community Development Director FROM: Jake Griffiths, Associate Planner SUBJECT: Public Hearing: Consider Conditional Use Permit (CUP) / Planned Unit Development (PUD) Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) DATE: April 26, 2022 INTRODUCTION Tamarack Land -Nightingale Villas, LLC has submitted a Conditional Use Permit (CUP) / Planned Unit Development (PUD) request for a proposed residential development known as Nightingale Villas. The proposal contains 22 single-family urban lots on approximately 9.5 acres. The Planning & Zoning Commission previously reviewed a sketch plan for the proposed development on November 10, 2020. The PUD narrative submitted by the developer is attached for your review. According to City Code 13-3: Planned Unit Development, the purpose of a PUD is to encourage more efficient allocation of density and intensity of land use where such arrangement is desirable and feasible by providing the means of greater creativity and flexibility in environmental design than provided under strict application of the standards established by the City Code. City Code 13-3-9 regulates the findings that are required for a PUD to be approved and 13-3-11 identifies desirable PUD design standards that are sough in any PUD proposal. As part of the attached PUD narrative, the applicant addresses the design criteria they believe the City seeks when approving a PUD proposal. DISCUSSION City Code 13-3-9 states that the following are required findings the Council should consider when reviewing a PUD (italicized responses are from the applicant's narrative, please see narrative for additional information): The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as urban with a density range of 2.4 to 4 units per acre. Our proposal includes an urban development with detached villas and provides a density of3.0 units per acre. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder creating an HOA maintained landscaping neighborhood. Access will be provided from Nightingale Street NW and Quinn Street NW. Access will be stubbed to the west for future urban development. House plans have been submitted as examples of the homes to be built in this area as well. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of the PUD. In order to have a detached villa product an 80' wide lot is not conducive. 65' wide lots allow for a more economical association fee for residents in order to maintain their property. Due to providing a connection to the west the driveway of Lot 1 Block 2 is shown as 50' from the intersection of Quinn Street NW and future alignment of 153rd Lane in which the City of Andover already has an easementfor. A 7.5' side yard setback allows for the placement of the home in the center of the lot, and assists with the smaller lot width. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependance upon any subsequent unit. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit with dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. The City Council will need to determine if the developer's proposal satisfactorily meets these required findings. Lot Standards & Deviations to the City Code The table included below lists the standards required by the City Code for the R-4: Single Family Urban zoning district and PUD proposed standards. Deviations to the City Code are highlighted in red. As with all PUDs, all City Code requirements apply as per usual unless otherwise specified in the PUD request. All other regulations will still apply at time of development. Lot Standards City Code Requirements PUD Proposal Lot Size 11,400 sq. ft. 9,744 sq. ft. — 30,408 sq. ft. Lot Width at Front Setback 80 ft. 65 ft. Lot Width at Right of Way 50 ft. 56 ft. Lot Depth 130 ft. 130 ft. Lot Buildability 110 ft. 110 ft. Number of Lots to Meet Net Density Range 17-30 22 7 Setbacks City Code Requirements PUD Proposal Front Yard 35 ft. 35 ft. Side Yard Garage 6 ft. 7.5 ft. Side Yard Home 10 ft. 7.5 ft. Rear Yard 35 ft. 35 ft. City Street Setback 35 ft. 35 ft. Driveway Intersection Setback 1 60 ft. 50 ft. Buffering The applicant originally had hoped to establish a 30 -foot landscaping and tree preservation buffer between the project area the existing rural neighborhood to the north of the site. However, in order to meet stormwater requirements some trees will have to be removed in this area. The northern edge of the site is entirely encompassed by a minimum 30 -foot -wide drainage and utility easement to accommodate stormwater infrastructure such as drainage swales that will also serve as a buffer between the two neighborhoods. The applicant is also still proposing additional plantings along the northern edge of the site and some tree preservation areas to provide a full row of landscaping and trees between the two neighborhoods. While not required, a privacy fence is also proposed to be installed outside of the plat area on the adjacent property to the west of the site. Trees & Landscaping In addition to the landscaping and plantings proposed along the northern edge of the site, the development will meet City Code requirements for planting trees on each lot and will provide I tree per 50 -feet of lot frontage. Most lots will have at least two trees in addition to any landscape buffers. Housing Styles The applicant has provided the attached examples of floorplans that could be built in Nightingale Villas. For each of these styles of homes residents will be able to choose varying architectural elements and residents will also have the option to custom build homes in the neighborhood. The PUD narrative provides additional details on unique architectural features that may be available. A separate builder will construct the homes in Nightingale Villas; however, design elements are expected to be similar to those in the existing urban neighborhood to the south of the site. Homeowners Association (HOA) The applicant has indicated that they plan to create an HOA for Nightingale Villas, which will be responsible for the following: maintenance of the retaining wall, all private sewer and utility infrastructure, stormwater ponding, lawn care and snow removal of the units and common areas including plantings, and mailboxes. The HOA will be the entity that is responsible for enforcement of items that might be restricted by the HOA but are otherwise permitted by the City Code. It should also be noted that as individuals purchase property within the development, the buyer receives a copy of the HOA rules and requirements and title companies generally require acknowledgement of the document. This means that the buyer will be aware of any restrictions prior to purchasing. This notice carries through to future buyers of the property as well. 3 ACTION REQUESTED The Planning & Zoning Commission is requested to hold a public hearing and make a recommendation to the City Council on the planned unit development request. The request, if approved, shall be made contingent on approval of the rezoning and preliminary plat applications. espectfully submitte , Zw Jake Griffiths Associate Planner Attachments Draft Resolution of Approval. Draft Resolution of Denial. Site Location Map. Applicant's PUD Narrative. Housing Plans. Review #3 Staff Comments Dated April 14, 2022 Preliminary Plat Plan Sheet. Landscaping Plan Sheet. CC: Tamarack Land -Nightingale Villas, LLC (Via Email) Page # 5 10 12 20 22 23 N CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R A RESOLUTION APPROVING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY TAMARACK LAND -NIGHTINGALE VILLAS, LLC, AS SHOWN AS NIGHTINGALE VILLAS PRELIMINARY PLAT, LEGALLY DESCRIBED AS: THE S1/2 OF SE1/4 OF NW1/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has requested a Conditional Use Permit for a Planned Unit Development (PUD) for Nightingale Villas, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and would not have a detrimental effect upon the health, safety, general welfare, values of property and scenic views in the surrounding area, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9; as the proposed PUD is not in conflict with the goals of the Comprehensive Plan for the City; and; WHEREAS, the Planning and Zoning Commission recommends to the City Council the approval of the Conditional Use Permit / Planned Unit Development request, and; WHEREAS, the City Council of Andover has reviewed the request and has determined that said request does meet the criteria of City Code and 13-3-9 because: 1. The proposed development is not in conflict with the goals of the Comprehensive Plan for the City. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as urban with a density range of 2.4 to 4 units per acre. Our proposal includes an urban development with detached villas and provides a density of 3.0 units per acre. 2. The proposed development is designed in such a manner as to form a desirable and unified environment within its own boundaries. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder creating an HOA maintained landscaping neighborhood. Access will be provided from Nightingale Street NW and Quinn Street NW. Access will be stubbed to the west for future urban development. House plans have been submitted as examples of the homes to be built in this area as well. 3. The proposed development demonstrates how each modified or waived requirement contributes to achieving the purpose of PUD. S In order to have a detached villa product an 80' wide lot is not conducive. 65' wide lots allow for a more economical association fee for residents in order to maintain their property. Due to providing a connection to the west the driveway of Lot I Block 2 is shown as 50' from the intersection of Quinn Street NW and future alignment of 153rd Lane in which the City of Andover already has an easement for. A 7.5' side yard setback allows for the placement of the home in the center of the lot, and assists with the smaller lot width. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. 4. The PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit without dependence upon any subsequent unit. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit with dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover does hereby approve the Conditional Use Permit/ Planned Unit Development for Andover Village on the above legally described property with the following conditions: 1. Applicant shall address staff comments in letter dated April 14, 2022 and any subsequent review comments to the satisfaction of the City Engineer. 2. Upon approval action by Andover City Council of the Nightingale Villas Preliminary Plat, it shall be incorporated into the PUD. 3. The following deviations shall be permitted from the R-4 zoning district with the PUD: a. LOT STANDARDS: Lot Standards City Code Requirements PUD Pro osal Lot Size 11,400 sq. ft. 9,744 sq. ft. — 30,408 sq. ft. Lot Width at Front Setback 80 ft. 65 ft. Lot Width at Right of Way 50 ft. 56 ft. Lot Depth 130 ft. 130 ft. Lot Buildability 110 ft. 110 ft. Number of Lots to Meet Net Density Range 17-30 22 b. SETBACKS: Setbacks City Code Requirements PUD Proposal Front Yard 35 ft. 35 ft. Side Yard Garage 6 ft. 7.5 ft. Side Yard Home 10 ft. 7.5 ft. Rear Yard 35 ft. 35 ft. City Street Setback 35 ft. 35 ft. Driveway Intersection Setback 60 ft. 50 ft. 4. The applicant shall construct homes that meet the requirements established by the Andover City Code and with varying architectural styles as noted in the PUD narrative. 5. The applicant shall establish a Homeowners Association to handle maintenance of landscaping and snow removal and any other common elements of the development. 6. Approval of the CUP/PUD request shall be contingent upon approval of the rezoning and preliminary plat requests. i7 Adopted by the City Council of the City of Andover on this 3rd day of May, 2022. CITY OF ANDOVER ATTEST: Michelle Hartner, Deputy City Clerk Sheri Bukkila, Mayor Z CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES NO. A RESOLUTION DENYING THE CONDITIONAL USE PERMIT / PLANNED UNIT DEVELOPMENT REQUESTED BY TAMARACK LAND -NIGHTINGALE VILLAS, LLC, AS SHOWN AS NIGHTINGALE VILLAS PRELIMINARY PLAT, LEGALLY DESCRIBED AS: THE S1/2 OF SE1/4 OF NW1/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has submitted a conditional use permit request for a planned unit development for Nightingale Villas, and; WHEREAS, the Planning and Zoning Commission held a Public Hearing on April 26, 2022 pursuant to the requirements of City Code 12-14-8, pertaining to the public hearing process, and; WHEREAS, the Planning and Zoning Commission has reviewed the request and has determined that said request does not meet the criteria of City Code, and; WHEREAS, the Planning and Zoning Commission finds the request would have a detrimental effect on the health, safety, and general welfare of the City of Andover, and; WHEREAS, the Planning and Zoning Commission recommends to the City Council denial of the Conditional Use Permit request. WHEREAS, the City Council of the City of Andover agrees with the recommendation of the Planning and Zoning Commission, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby denies the rezoning request; for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover on this 3rd day of May 2022. ATTEST: Michelle Harmer, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor R Nightingale Location Date Created: April 19, 2022 9 Disclaimer. The provider makes no representation or warranties with respect to the reuse of this data. ' 1AL RACK 'AND DF.N FwPnievrr Project Narrative for PUD Request Nightingale Villas, Andover MN March 2022 Tamarack Land Development would like to request PUD approval for the project, Nightingale Villas. We believe we have crafted a project that meets all the design qualities as specified in Andover City Code. The proposed development is not in conflict with the goals of the comprehensive plan of the city because the plan calls for the development of this property as urban with a density range of 2.4 to 4 units per acre. Our proposal includes an urban development with detached villas and provides a density of 2.97 units per acre. The proposed development is designed in such a manner within its own boundaries as it will consist of one builder creating an HOA maintained landscaping neighborhood. Access will be provided from Nightingale Street NW and Quinn Street NW. Access will be stubbed to the west for future urban development. House plans have been submitted as examples of the homes to be built in this area as well. Lot size 11,400 sq. ft. 9,744 sq. ft. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit with dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. to City Code PUD Proposal Requirement Lot Width 80' 65' In order to have a detached villa product an 80' wide lot is not conducive. 65' wide lots allow for a more economical association fee for residents in order to maintain their property Driveway 60' 50' Due to providing a connection to the west Access the driveway of Lot 1 Block 2 is shown as Distance 50' from the intersection of Quinn Street from an NW and future alignment of 153rd Lane in Intersections which the City of Andover already has an easement for. Side yard 10'/6' 7.5' A 7.5' sideyard setback allows for the setback placement of the home in the center of the lot, and assists with the smaller lot width. Lot size 11,400 sq. ft. 9,744 sq. ft. Due to the change in lot width and lot depth a smaller lot is desirable in some instances. Lot sizes range from 9,744 to 30,408. The proposed PUD is of composition, and arrangement that its construction, marketing, and operation are feasible as a complete unit with dependence upon any subsequent unit as it will be developed in one phase and is providing connections to existing and future roadways. to Efficient layout The project is designed to streamline the labor and materials necessary for utility installation during construction, as well as to maximize efficiency of pedestrian and vehicle movement within the completed neighborhood. The extension of Quinn Street has been a priority for this project from the beginning. This extension, along with a new connection to Nightingale Street NW will provide for efficient vehicular access. This layout also provides for the density of 2.97 units per acre. Landscaping and layout Nightingale Villas has been designed so that there are no back-to-back lots. Each home built in the neighborhood will have views of existing trees, new landscape buffers or ponding. Several lots have large flat backyards for recreation and privacy. Other lots have unique elements such as ponding, natural trees and vegetation. Landscape Preservation Care has been taken to preserve as many trees as possible on the perimeter of the site. Stormwater ponding requirements in other portions of the site did not allow for additional trees to remain. Landscape buffers have been planned in many areas on the perimeter to allow for seamless transition between the new neighborhood and the older -growth trees. Outlots A & B will be deeded to, and maintained by, the adjacent property owners. Varied and high-quality architecture The builder, Dane Allen Homes, has provided four attached plans as examples of what will be built in Nightingale Villas. For each of these styles of homes, residents will be able to choose architectural elements including: different siding styles (shakes, board/batten and lap siding), stone, front porch, posts on porch, window with prairie -style grids, window wraps, garage doors with carriage hardware, freeze boards, MiraTECH separator boards between different siding styles, and 12-8 pitch front -facing dormers. Dane Allen Homes will also offer the option for clients to custom -build homes in the neighborhood. These design elements are similar to those design elements on the existing homes to the south and neighboring properties. Aesthetically -pleasing layout, streetscape The site of Nightingale Villas is relatively flat and the proposed streetscape flows with the existing grading. Trees will be planted every 50'. A privacy fence on the west side of the project will provide a buffer for new residents and the homeowners to the west. Because the lawncare will be provided by the HOA, the uniform look of the streetscape will be maintained in the future. In addition, HOA -provided landscaping and snow removal will ensure continued, top- notch maintenance for the neighborhood so that residents will enjoy both existing and new natural elements for years to come. We look forward to working further with City staff to develop this beautiful area of Andover. It z O F- LL ITASCA s ►s I6 NOFIIN JDA Living Room 22'x15' Dining Room 16x10' Utility P Flex Room 12'x11' Sun Room 10'x9' Entry, Kit. 15'x9' w Mud Room 14'x7' Vermilion 1,594 sq. Bedroom 13'x12' Bath Garage 30'x22' ft. 0 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMORAND(/M TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 14, 2022 REFERENCE: Nightingale Villas - Preliminary Plat Review #3 The following comments are regarding Review #3: 1. (Review #1) Prior to the plat moving forward as proposed, developer needs to acquire ROW and drainage and utility easement from two parcels to make Quinn Street connection as depicted viable. Developer has provided draft easement documents and letter from/to adjacent property owners for easement acquisition. Prior to construction and recording of the final plat, signed Quit Claim deeds shall be submitted to the City. 2. (Review #1) Provide separate recordable documents for Vehicle Maintenance Accesses. Acknowledged. Comment kept for tracking. 3. (Review #2) A temporary construction easement or right of entry will be required from owner to the west for construction of sewer and water service stubs and proposed grading. Developer will be acquiring 10' easement on west plat boundary to install fence and grade. Provide copy of easement document to City. 4. Preliminary Plat: Remove "County Highway No 109" from Nightingale Street (City street). 5. All sheets: Update HWL information (existing and proposed) for all basins based upon stormwater model comments. 100 -Year HWL elevation labels in the plans should not use the model where the infiltration basin routing starts in a dry condition, that model is for rate control only. Basin B2 in particular was mislabeled, review all other basins. 6. Sheet Cl: Add note to salvage and install mailboxes at south end of Quinn St cul de sac. 7. Sheets C1, C2, C3, C4 & C5: Text from the last iteration of plans is missing labeling the front floor and lookout elevations for the existing home southeast of the plat. 8. Sheet C3: Update HWL column in lot tabulation pending storm water model revisions. 9. Sheet C4: Revised pipe grade between CB 110 and 111 to 0.5% minimum. 10. Sheet C7: Add Detail 306C, Outside Sanitary Sewer Drop Manhole. 11. Sheet C9: For The Preserver Detail, include the skimmer on the outlet pipe. 12. Additional comments pending further review. For basin 100 -Year HWLs (for setting HWL, not rate control analysis), infiltration basin routing should start at the outlet elevation (similar to NURP pond modeling), unless the 100 - year RATE CONTROL model HWL is below the outlet, then the modeling for the HWL model can begin at the 100 -Year Rate Control model HWL. Typically with infiltration basins, the outlet is below the 100 -year HWL Rate Control model elevation, but with this plat that is not the case. For existing and proposed landlocked basins (where outlet is above 100 -year Rate Control HWL), it is reasonable to begin routing at the 100 -year Rate Control HWL. Most basins in the 100 -Year HWL model were started at the outlet elevation, though Basin 1 P was a started assuming it was dry. Review all basins and refer to comments in stormwater report. If the results of the 100 -Year HWL Outlet analysis result in higher HWLs than all other models, use that as the basin HWL. The 100 -Year HWL for Basin B2 as labeled in the plans was based upon the rate control model (routing starting at basin bottom, or dry). Review all other basins in plans for labeled 100 -Year HWL elevations, verify the "outlet" model is used. Also verify the most restrictive of all models is labeled in the plans as the basin HWL (could be 100 -year Outlet Model, 2-100 Year Back to Back, or 10 -Day Snowmelt). Revise plan elevations, HWL summary tables in Appendix and body of stormwater report as well as Exhibit E2 accordingly. As all proposed structures backing up to basins are slab on grade, we do not anticipate this to result in plan changes except for correct labeling of basin HWL's. If there are questions about this, please contact the Engineering Department to discuss. 2. Based upon the current model (pre -comment #1 revisions), Basin 4P HWL is most restrictive with the outlet model (and should have been labeled as the HWL in the plans). That being the case, an Existing Outlet 100 -Year model should be prepared for comparison purposes to verify HWL's were not increased with the project, following similar methodology as with proposed outlet model. If the proposed 100 -year Outlet Model as revised per comment 1 does NOT result in being the design HWL for any basin, then preparing an existing 100 -year outlet model would not be necessary. 3. Revise minimum grade for 12" storm sewer to 0.5% to maintain 3 ft/s in storm sewer calculations spreadsheet and update plans accordingly. 4. Once plans and model are approved by the City, submit revised plans and stormwater report to the CCWD for their information. 5. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (get digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 21 F— _ —_ _ CITY OF ANDOVER Caa¢nOle Sfal«I INADBJ 90 Ae1). Ix Ne N�,L 4� Preliminary Peat & NI HTINGALE VILLAS ANOKA COUNTY, MN w 9•«e pz rmNumJ a 9 IJ,m In. 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F / \ - i ry DWG FILE. 21-0308 Prelim Plat / 4 oT�nA2o eazfi 1. r FlLE NO: 21-0308.00 Fir -I I /i_ 371 `�Y UxarvONA' _ a�Tl 1 REVISIONS: ,140i ° \ - 2-10-22- 7 °Ommen a Der Civ renew 8 \ I 1E+69]6 ( sN[0 \ y W I I heroby urtHy Not Nie survry, rotas, or llV,� ________-_ ue11wes, ooY W ..... .. / ° e ° - 'e a $ 8 a N ser. m h 1 0 I) sport w roper Qe b me :•-.e::r ;'{ l s,Y I f M State YtOn ne that 1 a a duyr r Fpq( e. BnmM mi cCg`�Q j `p of Ne stat e°r uinrvCTne°eotaeer the lows Jo yJD I ,ao 45, I SII R ; I tj �a / I __— — I _ L_____.{___1 y _ _ \ate :: /�� Signed: Craig A. Wensu Craig A. Wentmann tr — �^. U°3 erb I f- I Date; 11/17/21 Llc. No. 47488 f$ ��`� 1 ...........v+ l(�-�° A _s I BOGART, PEDERSON �( W/ AK ants °/ SUIM . <rriA.Rv 4rq'M[lNE ° ,}prbx IA SF. 1 " I.._.-� \ \� I 82 A -we ,T1 the 1A \ e —° — — . — . �'eeef em"mFomumm t(s"eAMeYO I Amer mor of qtr iLEnfoii it-° ; — I W atb 4sd_ ��-- I x } �/ _ A ASSOCIATES, INC. an — n mm w a t "Mew l,wD sla c (E en so p n) I m •TO M. E u s -m [are f.9. w --'e= - / II. I .�¢^ X apL vxgx`" c y, vmBIZBen' /¢ f. YS. TNMr I J y�,/y/ / \ " l-�c«t Yes Mawmnf /1 we's paoN�i SAJ As.°azr 14\ Kie1"m 5.5 ,7iaw '(� 8'I Ill Z '"f\ ,w ([ ��WA �c'� ,-.r.-� ` 381'.:-- T r l:J-.P_�`�b' z� \ /I J I LEs_tfl I . Case x4 Ja9De1) I { E �eae�-�_ 'll' E ffiraM W PRELIMINARY PLAT aL6-,Aw>•—, - �Ifis4 ` \ I u zeasvoz '.I, La'hro f Emasz ] 22 23z Jldh�- t6D1 Ih -04J -J1-1hJ/ CWB i4 \ I r.'.,995J 1�.3 (691 ie FLRN% I /for Tamarack Land — so,zz ._nacsE/1_ Er —�. \ 90 m a mi4-Q-0014I Nightingale Villose LLC p;0 a2 Mnh9 1(/ I/ l y.9� Mlszas +'=-'� 9 rs 'd I ` Soule 0.To mom Re seet/m ...1L���000 1I. Iz m.. 33 Use w. _ 12z \ NIGHTINGALE VILLAS SII\ AnN°mnfy, YMmfa 1 / r . 4`' I�\,.1/ I I/'I tens xm Ymmrwt "�--� I City of Andover BOGART, PEDERSON of ASSOCIATES INC. Anoka County, MN Z2ww CKLM IKKIRS BEFORE NGGING: GOPHER STATE ONE CALL MHNESOTA TOLL FREE 1.Eay252.� X60 1 2 v Q 2 In in LANDSCAPE REQUIREMENTS PER CITY OF ANDOVER ZONING ORDINANCE'. ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE FOLLOWING STANDARDS AND CRITERIA: A. ALL PUNTS MUST AT LEAST EpUAL THE FOLLOWING MINIMUM SIZE' POTTEMEME ROOT OR BALLED 6 BURLAPPED DECIDUOUSMEES 11aINCH DIAMETER. 6 FEET HIGH EVERGREEN TREES 1Wo-INCH DIAMETER. 6 FEET HIGH 8. PROVIDE FOUR INCHES OF TOPSOIL IBIACK DIRT)AND SOD IN ALL BOULEVARDS PRIOR TO RECIEVING A CO (CERTIFICATE OF OCCUPANCY) C. THERE SHALL BE FWR INCHES OF TOPSOIL APPLIED AND THE LOT SHALL BE SOWED OR PROFESSIONALLY SEEDED FROM THE BOULEVARD EDGE TO THE REM WALL OF THE HOUSE. THIS SHOULD BE COMPLETED PRIOR TO RECEIVING A CO. D. SEE THE TREE PLANTING DETAIL (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) LANDSCAPE NOTES: 1. ALL AREAS DISTURBED WRING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON M POSSIBLE. MY FINISHED MEAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDMCE TO MNRMT 2575. 2. PLANTING SUL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECT LOAMY TOPSOIL 33% PEAT MOSS. 33% PIT RUN SMD. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MNIOOT SEED MIX MULCHED. B DISK ANCHORED, PER THE FOLLOWING SCHEDULE. SEEDMIX25.131. 230 MAC. MULCH TYPE 3:2 TONVAO. 4. SEE DETAIL 8088 FOR TREE PLANTING DETAIL. NITbNnBale Villw Tree Presemfion Table Toba Removed To be Swed Tobe Plpted Goofs. Conifers C.RaH Diameter In) Amowt QUANTITY KEY I COMMON NAME I SCIENTIFICNAME SIZE NOTES H T T U 8 TREES 8 6 W D IDLs 6 Lass 12 17 BC BLACK CHERRY PRUNUSSEROTINA 3625 13/4 -MA. 6' HIGH STRAIGHT TRUNK, NO V -CROTCH Z Saw 1 3r51) 1 SBO 6690 Bl1P OAK QUERCUS MACROCARPA 0 13/4- DIA. 6'HIGH STRAIGHT TRUNK, NO V -CROTCH Tod 29 Total O Total a DHiduaua HIRE Dedduous ROCK ELM UIMUS THOMASH DMmeter(in) Aa aum 13/4' DIA. 6' HIGH STRAIGHT TRUNK, NO V -CROTCH 3.6 23 13/4 75 8 17 8 9 R RED MAPLE ACER RUBRUM 47 13/4 -DIA. 6' HIGH STRAIGHT TRUNK, NO V -CROTCH XH25 48 Z z 10 17 PB PAPER BIRCH BETULA PAPYRIFERA 3 13/4'DIA. WHIGH -HIGH STRAIGHT TRUNK, NO V -CROTCH SD -9C 12 w90 0 7Op 13 WS CLUAKINGASPEN WHITE SPRUCE POPULUSTRENULOIDES PICEAGLAUCA Total 13/4- DIA. 6 13/4"OUL WHIGH STRAIGHT TRUNK, NO V -CROTCH STRAIGHTTRUNK,NOV-CROTCH Addl..' Dense Arta Art.- RI52 to, It I KALE:V 50' 88 I LEGE IAL IoAE i I PROPOSED NRF ESTABLISHMENT ' AHTAEEeaNeOa.Pa UM ,. ISEE RFMJJNS FVHI S. ®®V?® —POSED DECIDUOUS THEE I — — PROPOSED CONIFEROUS THEE CKLM IKKIRS BEFORE NGGING: GOPHER STATE ONE CALL MHNESOTA TOLL FREE 1.Eay252.� X60 1 2 v Q 2 In in LANDSCAPE REQUIREMENTS PER CITY OF ANDOVER ZONING ORDINANCE'. ALL LANDSCAPING INCORPORATED IN SAID PLAN SHALL CONFORM TO THE FOLLOWING STANDARDS AND CRITERIA: A. ALL PUNTS MUST AT LEAST EpUAL THE FOLLOWING MINIMUM SIZE' POTTEMEME ROOT OR BALLED 6 BURLAPPED DECIDUOUSMEES 11aINCH DIAMETER. 6 FEET HIGH EVERGREEN TREES 1Wo-INCH DIAMETER. 6 FEET HIGH 8. PROVIDE FOUR INCHES OF TOPSOIL IBIACK DIRT)AND SOD IN ALL BOULEVARDS PRIOR TO RECIEVING A CO (CERTIFICATE OF OCCUPANCY) C. THERE SHALL BE FWR INCHES OF TOPSOIL APPLIED AND THE LOT SHALL BE SOWED OR PROFESSIONALLY SEEDED FROM THE BOULEVARD EDGE TO THE REM WALL OF THE HOUSE. THIS SHOULD BE COMPLETED PRIOR TO RECEIVING A CO. D. SEE THE TREE PLANTING DETAIL (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) LANDSCAPE NOTES: 1. ALL AREAS DISTURBED WRING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON M POSSIBLE. MY FINISHED MEAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDMCE TO MNRMT 2575. 2. PLANTING SUL SHALL CONSIST 1:1:1 CONSISTING OF 33% SELECT LOAMY TOPSOIL 33% PEAT MOSS. 33% PIT RUN SMD. 3. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MNIOOT SEED MIX MULCHED. B DISK ANCHORED, PER THE FOLLOWING SCHEDULE. SEEDMIX25.131. 230 MAC. MULCH TYPE 3:2 TONVAO. 4. SEE DETAIL 8088 FOR TREE PLANTING DETAIL. NITbNnBale Villw Tree Presemfion Table Toba Removed To be Swed Tobe Plpted Goofs. Conifers C.RaH Diameter In) Amowt Namelerlin) Amount Wonelet In Amaunl Jb 3 H 13/4 U 8 4 8 6 W D IDLs 6 Lass 12 z o0. '^5 20.25 IS 3625 4 Z Saw 1 3r51) 1 6690 0 I&w 0 d Tod 29 Total O Total a DHiduaua Dedduous Dedduous N.meter 0t Amount Nwneoer(inj Amount DMmeter(in) Aa aum 36 3A 3.6 23 13/4 75 8 17 8 8 IDLs 47 X'Is 30 XH25 48 Z z 10 3DSo ae 3 IS SD -9C 12 w90 0 Tata 2I6 Tad w Total 25 A"Itionai Dense Area Addl..' Dense Arta Art.- RI52 to, It M,.. 3MI ION N O E 06 (/12 K— LU CW aQ KO co oy a Mad Y C Z G2 CL w Im o O v Oa0 5 % > m 0- N 0 O W D a 4 Q L x c z o0. '^5 a Z y Ka < Z E r_ ci a � U d SHEET NO C12 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.ANDOVERMN.GOV TO: Planning & Zoning Commissioners CC: Joe Janish, Community Development Director FROM: Jake Griffiths, Associate Planner SUBJECT: Public Hearing: Consider Preliminary Plat Request — Nightingale Villas — PIN 22-32-24-24-0017 — Tamarack Land -Nightingale Villas, LLC (Applicant) DATE: April 26, 2022 DISCUSSION Tamarack Land -Nightingale Villas, LLC has submitted a preliminary plat application for the proposed Nightingale Villas residential development located at PIN 22-32-24-24-0017. A map showing the site location is attached. The proposed development consists of 22 single-family urban residential lots. The Andover Review Committee (ARC) has reviewed the preliminary plat application and submitted comments to the developer. The remaining comments that have yet to be addressed are attached for review. City staff would suggest the comments be included as part of the Commission's review of the preliminary plat. Conformance with Local Plans and Ordinances 1. The property is located within the Metropolitan Urban Service Area (MUSA) boundary. 2. The proposal has a net density of 3.0 units per acre which meets the Comprehensive Plan requirement of 2.4 — 4.0 units per acre for the subject property. 3. Pending tonight's action(s) the property was proposed to be rezoned to R-4: Single Family Urban. 4. The preliminary plat request complies with City Code requirements and deviations noted in the PUD request. Street Access There are two proposed street accesses into the site. One at Quinn St NW to the south of the site, and one from Nightingale St NW to the east of the site. Both access points will be full accesses. The two access points will be connected to create a through -road serving the entire development. A street stub is proposed to be constructed along the western boundary of the plat in order to serve an adjacent property with development potential. The developer has also indicated that "Outlot B" will be deeded to the owner of the property to the southeast of the site in order to provide them access to a street should they choose to develop their property in the future. Lots Each of the 22 proposed lots will be served with City water and sewer. The residential lots will meet the requirements established by the City Code and deviations noted in the PUD narrative. The developer has indicated that Outlot A and Outlot B will be deeded to adjacent property owners once the neighborhood is platted in order to avoid the creation of any permanent outlots. Coordination with Other Agencies The developer and/or owner is responsible to obtain all necessary permits from any agency that may have an interest in the site. Initial contact shall be made with the City Engineering Department regarding this item. The project has obtained an approved permit with conditions from the Coon Creek Watershed District. Park & Recreation Commission Review The Park & Recreation Commission reviewed the proposed preliminary plat at their April 21, 2022 meeting to make a recommendation to the City Council on park dedication requirements. City staff will provide a verbal update to the Commission on the Park & Recreation Commission's recommendation during the meeting. ACTION REQUESTED The Planning & Zoning Commission is requested to hold a public hearing on the preliminary plat request and make a recommendation to the City Council. Res ectfully submitted, Jake Griffiths Associate Planner Attachments Draft Resolution of Approval Draft Resolution of Denial Site Location Map Review #3 Staff Comments dated April 14, 2022 Preliminary Plat Plan Set CC: Tamarack Land -Nightingale Villas, LLC (Via Email) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION APPROVING THE PRELIMINARY PLAT OF "NIGHTINGALE VILLAS" FOR PROPERTY LEGALLY DESCRIBED AS; THE S1/2 OF SETA OF NWl/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has requested approval of a preliminary plat for "NIGHTINGALE VILLAS"; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat on April 26, 2022; and WHEREAS, as a result of such public hearing, the Planning Commission recommends approval of the preliminary plat to the City Council; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the Preliminary Plat of Nightingale Villas with the following conditions: 1. City of Andover staff comments dated April 14, 2022 and all comments from potential subsequent reviews of the preliminary plat shall be addressed to the satisfaction of the City Engineer. 2. The applicant shall be responsible for the cost of construction of all improvements proposed as a part of the preliminary plat. 3. Prior to final plat recording at Anoka County, a development agreement acceptable to the City Attorney must be executed by the Developer. 4. Easement documents shall be required as part of the final plat. Separate easement documents shall be required for each Vehicle Maintenance Access Area. 5. Prior to construction and recording of the final plat, signed Quit Claim deeds shall be submitted to the City to accommodate the construction of Quinn Street NW. 6. Provide copy of easement document to City prior to construction or recording of final plat for 10' easement on west plat boundary for fence installation. 7. Such plat approval is contingent upon approval of the rezoning and PUD requests. 8. This Preliminary plat shall be part of the PUD. 9. Applicant shall obtain all necessary permits from appropriate jurisdictions and agencies in order to develop the property. 10. Applicant shall provide Association documents at time of final plat addressing items identified during CUP/PUD approval process. 11. The applicant has indicated that Outlet A will be deeded to PID 22-32-24-24-0014 and Outlet B will be deeded to PID 22-32-24-24-0016 once platting occurs, therefore this should occur. Adopted by the City Council of the City of Andover this 3rd day of May, 2022. ATTEST: Michelle Hartner, Deputy City Clerk CITY OF ANDOVER: Sheri Bukkila, Mayor CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO XXX A RESOLUTION DENYING THE PRELIMINARY PLAT OF "NIGHTINGALE VILLAS" FOR PROPERTY LEGALLY DESCRIBED AS; THE S1/2 OF SE1/4 OF NWI/4 OF SEC 22 TWP 32 RGE 24, EX W 400 FT THEREOF, ALSO EX S 300 FT OF E 496 FT THEREOF, EX RD, SUBJ TO EASE OF REC WHEREAS, Tamarack Land -Nightingale Villas, LLC has requested approval of a preliminary plat for "NIGHTINGALE VILLAS"; and WHEREAS, the Andover Review Committee has reviewed the preliminary plat; and WHEREAS, pursuant to published and mailed notice thereof, the Planning Commission has conducted a public hearing on said plat on April 26, 2022; and WHEREAS, as a result of such public hearing, the Planning Commission recommends denial of the preliminary plat to the City Council; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and denies the Preliminary Plat of Nightingale Villas for the following reasons: 1. 2. 3. Adopted by the City Council of the City of Andover this 3rd day of May, 2022 CITY OF ANDOVER: ATTEST: Michelle Harmer, Deputy City Clerk Sheri Bukkila, Mayor OVER Nightingale Villas Site Location Date Created: April 19, 2022 Disclaimer The provider makes no representation or warranties with respect to the reuse of this data. 1685 CROSSTOWN BOULEVARD N.W. • ANDOVER, MINNESOTA 55304 • (763) 755-5100 FAX (763) 755-8923 • WWW.ANDOVERMN.GOV MEMMUNDON TO: Joe Janish, Community Development Director FROM: David Berkowitz, Director of Public Works/City Engineer Jason Law, Assistant City Engineer DATE: April 14, 2022 REFERENCE: Nightingale Villas - Preliminary Plat Review #3 The following comments are regarding Review #3: 1. (Review #1) Prior to the plat moving forward as proposed, developer needs to acquire ROW and drainage and utility easement from two parcels to make Quinn Street connection as depicted viable. Developer has provided draft easement documents and letter from/to adjacent property owners for easement acquisition. Prior to construction and recording of the final plat, signed Quit Claim deeds shall be submitted to the City. 2. (Review #1) Provide separate recordable documents for Vehicle Maintenance Accesses. Acknowledged. Comment kept for tracking. 3. (Review #2) A temporary construction easement or right of entry will be required from owner to the west for construction of sewer and water service stubs and proposed grading. Developer will be acquiring 10' easement on west plat boundary to install fence and grade. Provide copy of easement document to City. 4. Preliminary Plat: Remove "County Highway No 109" from Nightingale Street (City street). 5. All sheets: Update HWL information (existing and proposed) for all basins based upon stormwater model comments. 100 -Year HWL elevation labels in the plans should not use the model where the infiltration basin routing starts in a dry condition, that model is for rate control only. Basin B2 in particular was mislabeled, review all other basins. 6. Sheet Cl: Add note to salvage and install mailboxes at south end of Quinn St cul de sac. 7. Sheets C1, C2, C3, C4 & C5: Text from the last iteration of plans is missing labeling the front floor and lookout elevations for the existing home southeast of the plat. 8. Sheet C3: Update HWL column in lot tabulation pending storm water model revisions. 9. Sheet C4: Revised pipe grade between CB 110 and 111 to 0.5% minimum. 10. Sheet C7: Add Detail 306C, Outside Sanitary Sewer Drop Manhole. 11. Sheet C9: For The Preserver Detail, include the skimmer on the outlet pipe. 12. Additional comments pending further review. For basin 100 -Year HWLs (for setting HWL, not rate control analysis), infiltration basin routing should start at the outlet elevation (similar to NURP pond modeling), unless the 100 - year RATE CONTROL model HWL is below the outlet, then the modeling for the HWL model can begin at the 100 -Year Rate Control model HWL. Typically with infiltration basins, the outlet is below the 100 -year HWL Rate Control model elevation, but with this plat that is not the case. For existing and proposed landlocked basins (where outlet is above 100 -year Rate Control HWL), it is reasonable to begin routing at the 100 -year Rate Control HWL. Most basins in the 100 -Year HWL model were started at the outlet elevation, though Basin 1 P was started assuming it was dry. Review all basins and refer to comments in stormwater report. If the results of the 100 -Year HWL Outlet analysis result in higher HWLs than all other models, use that as the basin HWL. The 100 -Year HWL for Basin B2 as labeled in the plans was based upon the rate control model (routing starting at basin bottom, or dry). Review all other basins in plans for labeled 100 -Year HWL elevations, verify the "outlet" model is used. Also verify the most restrictive of all models is labeled in the plans as the basin HWL (could be 100 -year Outlet Model, 2-100 Year Back to Back, or 10 -Day Snowmelt). Revise plan elevations, HWL summary tables in Appendix and body of stormwater report as well as Exhibit E2 accordingly. As all proposed structures backing up to basins are slab on grade, we do not anticipate this to result in plan changes except for correct labeling of basin HWL's. If there are questions about this, please contact the Engineering Department to discuss. 2. Based upon the current model (pre -comment #1 revisions), Basin 4P HWL is most restrictive with the outlet model (and should have been labeled as the HWL in the plans). That being the case, an Existing Outlet 100 -Year model should be prepared for comparison purposes to verify HWL's were not increased with the project, following similar methodology as with proposed outlet model. If the proposed 100 -year Outlet Model as revised per comment 1 does NOT result in being the design HWL for any basin, then preparing an existing 100 -year outlet model would not be necessary. 3. Revise minimum grade for 12" storm sewer to 0.5% to maintain 3 ft/s in storm sewer calculations spreadsheet and update plans accordingly. 4. Once plans and model are approved by the City, submit revised plans and stormwater report to the CCWD for their information. 5. Additional comments pending further review. Note: It is a requirement that the Developer respond to each of these items in writing (get digital copy from City and type responses below original comment) when re -submitting the revised plat to the City. If you have any questions, feel free to contact Jason Law, Assistant City Engineer at (763) 767-5130 or David Berkowitz, Director of Public Works/City Engineer at (763) 767-5133. 2 NIGHTINGALE VILLAS P.U.D. RESIDENTIAL DEVELOPMENT TAMARACK LAND DEVELOPMENT NIGHTINGALE ST NW & QUINN ST NW CITY OF ANDOVER, ANOKA COUNTY, MN MARCH, 2022 PRELIMINARY PLANS CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson Affh & Associates Inc. / quCIVIL ENGINEERING '7�,yEA(/GA(K�,. Lf/l!(E!/G .SAL•Ml�dfO LAND SURVEYING ENVIRONMENTAL SERVICES ANOKA COUNTY, MINNESOTA VICINITY MAP X NO SCALE E TEV fTESS0"V EW MLhFLD wuMt ELDM"o sTHE uosT xs .1 OF rrwaS ITurvOLrEs CwLEDTmDw Encu ExaTxs u. L m nEcanos.rscDims wr NOLuoE isaLwT SVSE 5E9.CON 9T,,.i EEE n ET. F%BTInOOE iWM4 EiCNUT1GN Sheet List Table Sheet Number Sheet Title Cover c1 Existing Conditions & Removals Plan C2 Site & Dimension Plan C3 Grading Plan C4 Utility Plan C5 Erosion Control Plan C6 SWPPP Narrative C7 Details C8 Details C9 Details C10 lbetails C11 IDetalls C12 Landscape Plan E TEV fTESS0"V EW MLhFLD wuMt ELDM"o sTHE uosT xs .1 OF rrwaS ITurvOLrEs CwLEDTmDw Encu ExaTxs u. L m nEcanos.rscDims wr NOLuoE isaLwT SVSE 5E9.CON 9T,,.i EEE n ET. F%BTInOOE iWM4 EiCNUT1GN I it I i I �OMNGE 964 VFNLE IEEE FAGEgX CpIT1IX P,/WI I'.. 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OIECi AHO MWTNNEYYIWC1RE is \ -p _�,_" - PROTEST UEAxartANDGIr•R \ _ uNrn urnmlvsruunoH ' Ey�I}tl.T - snwclli RONI i I I pNNGE 56T rExcF )SEE Fn05(N COx�xM VJxi 1 U 0 F OF 111. p1NMwOVE 9MRILYER XX PEMGW ExE X µoealo .w B XX X X GEYEILGPER.LGMRALTM ENYL CO]RpNEiF XXj�XX N xECEssnxrunlH AL'NDF .11S EPECE.EAAEA iUNEI rvtlwuxO xEM WSLxEI wnv XAI.IS,NOPvmIIE XX X X XX X X X ' X `�_� X�xl S>X Xll 1. ---1In Nw x x / L CAVTION t, � I � I 3 I 2 1 RE WVF FFNTTF.' •!1 OOUp4£rE1LOW 5Txc 5 I crlxm I C 12 I---------------—- CAU ON I I I I F P I! SCALE: 1" = 50' LEGEND OREMOVE REMOVE PAVEMENT SECTION IPS INDICATED). EXISTING TREES IAS INDICATED) $ 3 Si 8 ry REMOVE STRUCTURE (AS INDICATED) SE m SE O J �( REMOVE FEATURE IPS INDICATED) 3 �1'I H oppo u G �•WIF•� SAW4UT PROTECT AND MAINTAIN(AS INDICATED)SP F�0 j SAVE AND PROTECT TREES 1 SYa d —EE— ORANGE SILT FENCE SYYYaa� Sa �iy glo IS DEMOLITION GENERAL NOTES:8a� (N O 1. RIS THE RESPONSIBILITY OF ME CONIRACCFt TO PERFORM OR COORDINATE ALL UTLRY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE PROPOSED BUILDING, AS WELL AS TO ALL ONSTTE AMENITIES. MESE CONNECTIONS INCLUDE BUT ARE NOT UNITED TO WATER. SANITARY SEWER, UNDERGROUND GAS, ETC. Z THECONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS (UNDERGROUND GAS, WATERJASK AND STORM SEWER) MAY REWIRE A PERMIT FROM ME CT'. 1 THE CONTRACTOR SHALL VERIFY THE ELEVATONS AT PROPOSED CONNECTIONS TO EXISTING UTILITIES PRICK TO MY DEMOLITION. <. COM TOR SHALL COORDINATE WITH ME CITY OF ANDOVER FOR ALL UTILITY DISCONNECTIONS. SERVICE TERMINATIONS AND REMOVALS. CO CTOR SHALL COOROIWITE UTILITY DISCONNECTIONS AND RELOCATIONS WITH ME UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE CON NECTONSIDECONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WIN STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT41F.WAYS. 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE MPATED PRIOR TO BEING DISCHARGED OFFSITE OR INTO ASLA FACE WATER. ME DISCHARGE SHPLL BE VISUALLY CHECKED TO ENSURE THAT R IS VISIBLY CLEAN WATER. S. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO AM FEATURES TO REMAIN. T. CONTRACTOR SHALL FIELD VERIFY ME EXISTING CONDITIONS OF ME PROJECT AREAMD REMOVE ALL TREES NOT DESIGNATED TO BE SAVED AND PROTECTED. ALL THEES, DEBRIS. ROOTS. BOULDERS AND TOPSOIL SWILL BE REMOVED FROM TMESITE. S. EXISTING TOPOGRAPHIC SURVEY COMPLETED WENCK ASSOCWTES ON OMIMQMI UTILMRIG MOOT COUNTY COORDINATES AND MEVATON DATUM (NAVE, W) 9, UTILITY QUALITY LEVEL IS UTILITY QUALITY LEVEL D PER CVASCE 31143. cALL u NOORB BEFORE DDE, W O: GOPHER STATE ONE CALL TWINCITYAREALSu54 8O3 MxnE80TA TCLL FREE IdN35LttE8 SHEETNO C1 RONSTN vCM WJ L L X SCALE: 1• • 50' LEGEND: SITE PLAN INFORMATION: 1 C GOPHER STATE ONE CALL L PMCELMEA: PROPOSED ASPHKT PAVEMENT •9d ACRE8i CC Z �O EXISDiING 20NING: rcz-^ C Z PROPOSED ORNEWAV LOfILTXXI $ d& CONCRETE CURB AND GUTTER - BSIB n E� CONCRETE CURB AND GUTTER SURMOUNTABLE m T PROPOSED SIGN m In O Z d J U $$ w 0 S U G op / PROPOSED HOUSE PAD y�]5 z RRyngy GJ L% uE E? .sIX'. Ins 5� O Q� d O 8atae .sFrmFAn AaACFM ss Fla SITE PLAN NOTES: a« IS o Z 1. PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ME SHOWN TO BACK OF CURB. z Z. ALL CONCRETE RAMPS. SIDEWALKS AND ACCESSIBLE HANDICAPPED W mI PARKING STALLS TO CONFORM TO CURRENT ADA.REQUIREMENTS. NZ S. CONTRACTOR SHALL FIELD VERIFY HORIZONTK AND VERTICAL LOCATION Q: OF EXISTING UTILITIES PRIOR TO STMT OF CONSTRUCTION. W 0) .1.1Y 0 W aX 4. CONTRACTOR SHALL INSTALL EROSK)N CONTROL MEASURES PRIOR TO LLIF THE STMT OF CONSTRUCTION. IL 5, CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY. COUNTY AND STATE REGULATIONS. Y 8_ CONSTRUCTED IN ACCORDANCE WITH THE PLANS -5:tm ]2Wly $ Qy ROVED BY 5i ,^ V y ¢o ). LANDSCMINGAND TURFESTMUSHMENTPERLANDSCMEPUNSS nW1 SPECIFICATIONS. m Roo a1 �92 SITE PLAN INFORMATION: 1 C GOPHER STATE ONE CALL L PMCELMEA: Y •9d ACRE8i CC Z EXISDiING 20NING: 6iNCL C Z PROPOSED ZONING: OI O E C g .P.AVMED IMRDEVELCPAtENi iRa N � d J a PRMCIPAL STRUCTURE SETBAC" d L% Z .sIX'. Ins O d O .sFrmFAn AaACFM ss f0 V Z aC W SITE EXISTING PROPOSED W) Y .PAVEMENT MFA OY .1.1Y C_ C J d XRGNGMFA I... WNEWAYAPFA 71.., 0) Y . Y C Oy ]2Wly d owusw e11 e1eu ell".ees O_D '� 1p C ma Z C E w Ci r o n u a ClLL Y1X)VRS BEFOIIE GIGGING. 1 C GOPHER STATE ONE CALL L TWIx FAFA8.51�SFGW1 MNNESOTATATML FREE 1�53.t186 i IC Y.OFCLA�AP, EO eLY.OF CLA9G3 RPR EN* MYDEVRES9ION M✓I �rNc 1M1.49189 CPD9EDIMt4MN IOm Im.rFwR1 I I 11 I I „t. I �sxwuNE Nx. srA w � II I I 1 I I 1� I I' Ex6rNG 9roEPRFssxW UPI I PRroorM�•0 HA94�. Rwrto 191e �MVFAAI l I I _ I I� i -�--10 I 0 PROPOSED RIP RAP I le NEW TOP -BACK OF CURB ELEVATION \ N II NEW ROW LINE OF CURB ELEVATION \ Xxo.9w � \ X..TP � \ X..T. kx19rNG CFI11wIL LENiE39gNRPIII L � ' I NEW FINISHED GRADE ELEVATION ExlsrNC Rm4wm =wE= O cu Z Ew FAOPoBE01ML 49IM 1 EPROPOSED ', � IBm iwvEMl EMERGENCY OVERFLOW �EYM/V■ ® PROPOSED FILL AREA (ABOVE EXISTING SURFACE) uH m.S TEMPORARY WETIANDNOND BUFFER 5- ``y VEHICLE WUNTENANCE ACCESS n/ w1 r loss \\\Q11 S /�� 101B • I `- 1 ILII. SRI i -�--10 I EY9TNGSE BEVRESSKW ln1 Ex6rN ..-M=W.'1 P....EO xMe W I.T. IC6vFAx1 LEGEND: 0 PROPOSED RIP RAP le NEW TOP -BACK OF CURB ELEVATION \ N X.J.FL NEW ROW LINE OF CURB ELEVATION \ Xxo.9w NEWSIDEWALXELEVATON \ X..TP � \ X..T. kx19rNG CFI11wIL LENiE39gNRPIII L � ' I NEW FINISHED GRADE ELEVATION ExlsrNC Rm4wm =wE= O cu Z Ew FAOPoBE01ML 49IM 1 EPROPOSED ', � IBm iwvEMl EMERGENCY OVERFLOW �EYM/V■ ® PROPOSED FILL AREA (ABOVE EXISTING SURFACE) L LLLLLLL �.I LLLLLLLLL m.S TEMPORARY WETIANDNOND BUFFER 5- EY9TNGSE BEVRESSKW ln1 Ex6rN ..-M=W.'1 P....EO xMe W I.T. IC6vFAx1 LEGEND: GRADING GENERAL NOTES: m I 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN w EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. g 1. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY a AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. R } CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS NNOR [ TO BIDDING THE PROJECT AND COMMENCING WORK, pL5 } 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-0FF WRING GRADING OPERATIONS(I.E. SILT FENCE. STRAW SALES. ETC.) A /. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE -1 CONFORMANCE WITH GRADING PWi. PARTICULARLY WITH EXISTING J / STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY 1 ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR' 1 ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY E CONFLICTS PRIOR TO BIDDING THE PROJECT. bl 9 lZ I I S. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF/'DEPTH & AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED II�j2 _ ry AND INSTALLED BY THE CONTRACTOR. ALL GRACED SLOPES 5 GREATER THAN OR EQUAL T05:1 SHALL BE NYEMBEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILME THE SLOPES 3 g IV BY GENERAL CONTRACTOR.g 6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS 8 'n NOTED OTHERWISE ELEVATION OF FLOW LINE IS IT BELOW TOP OF CURB UNLESS OTHERWISE SHOWN y t m ). MAXIMUM SLOPES SH4L BE FOUR TO ONE (/:1) �1 t S. SITE IS LOCATED WRHIN THE COON CREEK WATERSHED DRTRIC. HWL IS THE HIGHEST PEAK ELEVATION OF THE BACK TO BACK ♦1} 100.VEAR. BNOW MELT, OR I W YEAR OUTLET START STORM EVENT o O U o u ` ) EGA SEE STORM WATER REPORT FOR MORE INFORMATION. aa N L I \\ 10. ALL DISTURBED PERVIOUS AREAS SHALL BE DECOMPACTED BEFORE JIM SEEDING. 5 M 7i F� I 9EAR9PKI 1, � V+ `40 yyy.-g 2 RUGGE9IFD REAR F41W 6RPDE10 E'9ELOLYRFAR WEHF6iLWRELEV.1 SLg F2 Y BUGGESMOL ROGLELE TXA Bm 2J _ N I 6s61 $�m� Y $ FB SVC E9rE0 RNLpMG 9D36 yJWE9rEG GNUGE FLMIL ELEVAlpxI5xO9m Cx 5ixEEl9bE1 2�'E@awg �� L=J� }/ 90G PEIeG,E.99L.,. MI GRAPE §a�f:s g 1 .., I MOM SEIEI Fa oExOTESFULL 9A9EMENT g 9 I E�3na in o I I - .„.. SITE AREA TABLE: 00 fq C f. GROSS RESIDENTIAL AREA SAACRES LLI 3. WETLANDS, WATER BODIES, AND DACUS OW l- - NON-STORMWATERPONDS LU F w jF 3, PUBLIC PARKS/ OPEN SPACES I OUTLOTS 0.4 ACRES dQ w AATERNLROADROW. 0.5 ACRES O xF j �N FLOpOPWN'. 1S AGRE6 Q(n B'zw RR S. VEHICLE MAINTENANCE ACCESSES. 0.1 ACRES (7y kka¢ ¢t Q ). NET RESIDENTIAL AREA: 7.4 ACRES Da 5X A Z 0. TOTAL LOTS: 12 LOTS 9. TOTAL UNITS: YS UNITS 10, NET DENSITY: 3.0UNIT&ACRE 11. RIGWOFWAYAREA: 1.7 ACRES 1Y. CWNTYRIGHTOFWAY AR EA: DACUS 13. ROADMILES: 024 MILES Y C Z E C E _ > v In p �'D"5j 0 PROPOSED RIP RAP X9e.TL NEW TOP -BACK OF CURB ELEVATION \ N X.J.FL NEW ROW LINE OF CURB ELEVATION \ Xxo.9w NEWSIDEWALXELEVATON \ X..TP NEW TOP OF PAVEMENT ELEVATION \ X..T. NEW TOP OF GRAVEL ELEVATION L � X9N.FG NEW FINISHED GRADE ELEVATION X =wE= EXISTINGCCWON cu Z Ew PROPOSED SED CONTWR 1 EPROPOSED SLOPE � F EMERGENCY OVERFLOW �EYM/V■ ® PROPOSED FILL AREA (ABOVE EXISTING SURFACE) L LLLLLLL �.I LLLLLLLLL m.S TEMPORARY WETIANDNOND BUFFER 5- VEHICLE WUNTENANCE ACCESS GRADING GENERAL NOTES: m I 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN w EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. g 1. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY a AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. R } CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS NNOR [ TO BIDDING THE PROJECT AND COMMENCING WORK, pL5 } 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-0FF WRING GRADING OPERATIONS(I.E. SILT FENCE. STRAW SALES. ETC.) A /. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE -1 CONFORMANCE WITH GRADING PWi. PARTICULARLY WITH EXISTING J / STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY 1 ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR' 1 ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY E CONFLICTS PRIOR TO BIDDING THE PROJECT. bl 9 lZ I I S. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF/'DEPTH & AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED II�j2 _ ry AND INSTALLED BY THE CONTRACTOR. ALL GRACED SLOPES 5 GREATER THAN OR EQUAL T05:1 SHALL BE NYEMBEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILME THE SLOPES 3 g IV BY GENERAL CONTRACTOR.g 6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS 8 'n NOTED OTHERWISE ELEVATION OF FLOW LINE IS IT BELOW TOP OF CURB UNLESS OTHERWISE SHOWN y t m ). MAXIMUM SLOPES SH4L BE FOUR TO ONE (/:1) �1 t S. SITE IS LOCATED WRHIN THE COON CREEK WATERSHED DRTRIC. HWL IS THE HIGHEST PEAK ELEVATION OF THE BACK TO BACK ♦1} 100.VEAR. BNOW MELT, OR I W YEAR OUTLET START STORM EVENT o O U o u ` ) EGA SEE STORM WATER REPORT FOR MORE INFORMATION. aa N L I \\ 10. ALL DISTURBED PERVIOUS AREAS SHALL BE DECOMPACTED BEFORE JIM SEEDING. 5 M 7i F� I 9EAR9PKI 1, � V+ `40 yyy.-g 2 RUGGE9IFD REAR F41W 6RPDE10 E'9ELOLYRFAR WEHF6iLWRELEV.1 SLg F2 Y BUGGESMOL ROGLELE TXA Bm 2J _ N I 6s61 $�m� Y $ FB SVC E9rE0 RNLpMG 9D36 yJWE9rEG GNUGE FLMIL ELEVAlpxI5xO9m Cx 5ixEEl9bE1 2�'E@awg �� L=J� }/ 90G PEIeG,E.99L.,. MI GRAPE §a�f:s g 1 .., I MOM SEIEI Fa oExOTESFULL 9A9EMENT g 9 I E�3na in o I I - .„.. SITE AREA TABLE: 00 fq C f. GROSS RESIDENTIAL AREA SAACRES LLI 3. WETLANDS, WATER BODIES, AND DACUS OW l- - NON-STORMWATERPONDS LU F w jF 3, PUBLIC PARKS/ OPEN SPACES I OUTLOTS 0.4 ACRES dQ w AATERNLROADROW. 0.5 ACRES O xF j �N FLOpOPWN'. 1S AGRE6 Q(n B'zw RR S. VEHICLE MAINTENANCE ACCESSES. 0.1 ACRES (7y kka¢ ¢t Q ). NET RESIDENTIAL AREA: 7.4 ACRES Da 5X A Z 0. TOTAL LOTS: 12 LOTS 9. TOTAL UNITS: YS UNITS 10, NET DENSITY: 3.0UNIT&ACRE 11. RIGWOFWAYAREA: 1.7 ACRES 1Y. CWNTYRIGHTOFWAY AR EA: DACUS 13. ROADMILES: 024 MILES Y C Z E C E _ > v In p �'D"5j E c N W 00 d G c a Z Z OU a.+ CQl Nc J L � o VI R a U cu Z Ew 0 H C � U d C3 E1'JsiMIG MV DFPREugx FiI iN0xMtb3lm wiamFD mM.eNm I rem Iau.E+RI I f - WNM9i IIMY.A N•�na�- 1S1Rp1NE MV.9iA 0•W ni I I I ms�NrxoFPRF�Iux INI I MOVOSEO MM1t-IU Ii0 aOM1 I � I I II I I I X 0 SCALE: 1' = SIX LEGEND —b PROPOSED STORM SEWER STRUCTURE TYPE PROPOSED WATER LINE o� PROPOSED SANITARY SEWER —vr PROPOSED WATER SERVICE —s PROPOSED SANITARY SERVICE Q PROPOSED SANITARY MANHOLE ► PROPOSED FLARED END SECITON C♦ PROPOSED STORM MANHOLE ■ PROPOSED CATCH BASIN N PROPOSED ANTE VALVE b BOX N} PROPOSEDGATEVALVE6 HYDRANT 0 0 a 0 Im m m P5 i A 1, 0 PROPOSED RIP RAP STRIICIURE NUMBER STRUCTURE TYPE OSMNGTYFE SUMP MOTE DEPTH o� YR ASI B'XB'A'THICK POLYSTYRENE INSULATION CSIMMIM n LTYPI M AL1 R -EN -TB CBMIlO @' Nl UTILITY GENERAL NOTES:a� CBM1105 ` a35O.TB f PRESERVES SEEOETAI $€- o" R-EN-rB 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTBITY RELOCATIONS E-71 R 5gg r 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MY AFFECT AID MEN -TB THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCA UTERY f R-3SN-78 COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND (4n Ari N.3501 -TS COMMENCING WORK. @ 4 LLL$$pp c m 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE E@3ivB. En O WITH GRADING FLM AND EXISTING UTILITIES. PARTICULARLY WITH EXISTING STRUCTURES ANDIOR PAVEMENTS TO REMAIN. A. THE CONTRAOTGR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PIANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT OU p 5. WATER LINE TO MINIMUM 8.0 FEET DEPTH. B. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILMES. 1. ALL CROSSING ELEVATIONS OF NEW UTILITIES S SIZES OF THE EXRTING UTILRIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. S. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE SCHEDULE 40. B. ALL STORM SEWER SHALL BE PVC SCHEDULE 40 WHEN LESS THAN S' IN DIAMETER. ALL RCP STORM SEWER SMALL BE CLASS V PIPE UNLESS OTHERWISE NOTED. ALL HDPE STORM SEWER SHALL BE DUAL WALL HIGH PERFORMANCE POLYPROPYLENE PIPE AND SHALL CONFORM TO AASHTO M33T 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASBING BACMRIMOGICA. TESTS FROM THE PROPOSED WATERMAIN. 11. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY PAVEMENT WHICH IS DAMAGED OR REMOVED AS ARESULT OF THE PROPOSED WATER. SANITARY. STdNM SEWER SERWCE INSTALLATION. 12. SEE THE DETA0.S FOR PROPOSED SERVICES, M IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRION TO BEING DISCHARGED OFFSITE OR NTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT M VMISLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS, 14. CONTACTOR SHALL PROWS TRAFFIC CONTROL PILIN FOR DIVISION STREET PAVEMENT REMOVAL. UTILITY INSTALLATION. AND REPLACEMENT. 15. PRESERVER BY MOMENTUM ENVIRONMENTAL SWILL UTILIZE BOTH DISSIPATER S SKIMMER. SEE STANDARD DETAIL s1aRM sewER STPUCTURE TANF STRIICIURE NUMBER STRUCTURE TYPE OSMNGTYFE SUMP MOTE DEPTH CB mi YR ASI R -55N -r5 CSIMMIM A21 R -M -n CBM IN AL1 R -EN -TB CBMIlO @' Nl R -M-78 CBM1105 Axi a35O.TB f PRESERVES SEEOETAI CB BD AID R-EN-rB OMAN 10 ®' al a3501-rB CB LO AID MEN -TB CBMI in AL1 R-3SN-78 CBMI112 (4n Ari N.3501 -TS MEET NO C4 - H i X SCALE: 1'=50' LEGEND: TEMPORARY ROCK CONSTRUCTION ENTRANCE EROSIONCONTROLSLANKET(M) TURF ESTABLISHMENT SEEDING �u GRNMNGLIMITSANDPROPOSED TEMPORARY SILT FENCE FIBER{OG ROLLS PROPOSED RIP MP MN PROPOSED CONTOUR E.1, EMERGENCY OVERFLOW ® INLETPROTECTION '1 / EROSION CONTROL NOTES: L CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTIONIGRAMNG LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCYS STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SMALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMITREQUIREMENT$. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT, <. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON TIE ENTIRE SITE AT LEAST EVERY ] DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY, INSPECT. AND MAINTENANCE OF _ DEVICES SHALL CONTINUE UNTIL THE SIZE HAS UNDERGONE FINAL STABILPATIM AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPG. 5, ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMI TIE POTENTIAL FOR SUE EROSION. S. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE Clry OF ANDOVER AND ME MFCA, ), EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES. UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9, ALL SOLS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA$HALL BE REMOVED ONLY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11, ALL ARES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN T DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MNIDOT 2575. 12. ALL DSTURBED AREAS SHALL BE NEVEGETAMD WITH MWDOT SEED MOL MULCHED, I FERTILIZED S DISK ANCHORED. OR HYDROSEEDED. PER THE FOLLOWING SCHEDULE. SEED MIK 25101: i20 UVAC. FERTIURMN2 W ]SD LWAC. MULCH TYPE 3. 2TONVAC. INFI-MATIOWPONO SEED MIX 23261 35 LBIAC. 13, CONTRACTOR SH L INSTALL TEMPORARY SEDIMENT BMPS SHOWN AND NOT SHOWN ON PLANS WRING TNG ON PROJECT TO COMPLY WTI MPGA. CITY INSPECTOR AND DEVELOPER REQUEST. t<. INLET PROTECTION SHALL BE REMOVED BY CONTRACTOR PRIOR TO WINTER FREEZE AND BE REPLACED IN SPRING IF SITE STABILIZATION IS NOT ACHIEVED. OR AT ME DIRECTION OF ME CITY ENGINEER. 15. ALL STOCK MILES SHALL 9E STANOZED WITHIN T DAYS OF ROUGH GRADING OR INACTIVITY. 16. SRT FENCE PROVIDING SEPARATION AND PROTECTION FOR TREES BEING SAVED SHALL BE ORANGE. 0 a G O O ti U) Z Lu GW IL Q �O oy Oa m e0 C Ol Z E m o Ec C. 5 Q) d O d > O U> cu Tu J 0 O K O 9 Q Z to C C J > Z LYU 0 O OO N CN ZccE� O 0 F O W ::i U d SHEET N0. C5 STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: GENERAL NFORNA,gx SIORMWATER DISCHARGES ASSOCMTED WRM CONSTRUCTION ACIMTY PROJECT NAME NIGMNGVF VEUS LOCATION'. HIGNTNGALE ST YN A1p 1 SW D UI MV, AXOSV ER MX SE4N F.. .NMII AROIUCOUNTY UTRONU: AS]NM15, G,HAM C 01PEENTCONSISTSOFTREEREMOVK. MASSGRAONG. PUMPING. UTNRY NESTALLATON, AM TOG ESTABL6MMEM. PROJECT CONT WETS BRAN TNEO AND ME CCNTRACTOL ARE RESPONSIBLE FOR WKEMEMATICN OF ME .,RFFREPARATRNN. SW9PP PREPARER MICHAEL MOMALNUEBSCH CONTROL$OCR AS M EROSION CCNIRO RENNET COVER. M ELT FENCE EOGMT PEDERSON LASSCCATES TRANNG ENGINEER AND SWPPP DESIGNER TEMP AMOR ADOREM IMI$ FIRST STREET UNIT YOIER. MN ECKW OUP TELERONE' ]8130idSII PORAL. MMC0.0MM®OOCvIRi.PEMR30N COM OMER OWNERCONTKT. MARM MEN. PROTECT MVNGER TELEPHONE. IB5313I. SUNNI BRARQHNNPYACOANG COM CONMC;O YELLED CUT BY THE COMMCTORN BUSINESS TEMPOARY N.MF SFOMEW CONMO OEWCE OWNERNAMEME RMLNGILME99 TEMPORARY RED MEM LOOS Cm IR KHE TEMPDRARY YT FENCE ENES. s.Bu CONTACT NAME REALCITY ORE64 CITY WERE. EARL E$71MATED RATES OF CQNSMUCOON. SIMI1 O Y FILLED M I T1 LED BV CORKTOO C.OMRETKKN GATE _ 90 BE FLLEDIN BVLOTRUTOR) PERMANENT STORIMNAIER DESIGN CKCUUTON3. SEETHESTO WA RMANAGEMENTREPORTFORMOLEINFORMTON,CONTACT SUMMIT. PEDERSON IASSOCIATES FOR REPORT. MADEEW D FLOW RATE T OF SITE ME LMIIED BY IMM IPG ML RODEO MPERVKOS WAKS IMO E FFLTATNMN$µMs BEFORE OVERFLOW NMi OUT OF ME SITE TO ME NORTH WEST IN SEVERE STOME EVENTS. AT LEAST I EACH O ME IMPEOU RVIS SURFACE IS ALSO MEATED IN THE BASINS, WE GROUP A EBOSONCO MMCWSMTSOFSLt FEWEPERIMMRCC M TURFESTMM LISWME T yIaEEOF A ERMCCNTROL6WMEl,MDRO9{COSiRUCIIOR EMRASCE PUCEMENI AREA OF DISTURBANCE SIR, ACRES WNELO.W AGREE G`ATRURTgOAREA SID AC., CMSMUCEROU3ME NEW MPERNOVS MFA )Ol ACRES ROXIMNG WATER$ STOW WATER FROM TNN SITE WILL BE DISCHARGED TOA DEPRESSION TO THE NORTMEST OF ME SITE. MN $ASN OVERPOW$110 COUNTY ORM $1 AGS MD SIECIF THE PLW SHEETS O THE PLAN SET INDICATE ME FIXLOYMRG REPS. THE PROJECT LOCATION AND CONSTRUCTION LMR. LOCATIONS O IMPERVIOUS SURFACES. LCCLTIONS CE MORE NOT TO BE DISTURBED IE G.. BUFFER 2MAROB E$. AST. ETC L Y 41P SLOP:LOCATONS. LOCATON$ OR KL TEDD I P0.1D PEM MS. AND$EDMENT TOMESCCMROL PS PO BE INSTALLED ON ME PROJECT, • ME DETAIL SHEETS M KATE EROS ON AND BECOME NT CONI RAPS TOY INSTALLED M THE PROJECT. DDCMNNGE SHALL BE MUMULY CNEEKED TO ENSURE MAT IT IS NSNLY CLEAN WATER. TEMPORARY REDOLENT CONTROL PRACTICES DOWN GRADIENT SET FENCE AND ADMEN, LOG INSTALLATIONS ME IO BE BELACE PRIOR TO THE COMMENCEMENT OF MV EMTMgRK OPERATIONS, GRAOING OPERATIONS PROCEED. SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS, INSTALLATION OF MWDOT CATEGORY! ERMKK1 CO TI BALI ALONG ME TIMING OF EROSION CONTROL SET FENCE AND SEDIMENT LOGS WILL BE INSTALLED PRKA INCH CONSTRUCTION REPAP AND FILTER BIFNNET WILL BE PLACED AT THE OUTLETS WITHIN N HOURS OF THE OUTLET PLACEMENT. STABLGATCM WORN MUSTY COMPLETE MORN ) CALENDAR DAVE APER ME CONSTRUCTION WOLK N MAT AREA HAS TEMPORARILY ON PERYVEMLV CEASED, AREAS THAT ARE WITHIN M FT Of A RJMIC WATER MUST BE STABM¢EO WITHIN SN HOURS OF COMPLETING CONSTRUCTION OAND PERIODS OFA N WATER RESTRKTKKNS FOL TIME FLOODS DECLARED BY THE OAR ME CONTRACTOR IS ME ENGROSS TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION N LEASE WED, ONCE VEGETATION IS ESTABLISHED AND COHSTRULTON IS COSIPPE, ME SET FENCE MIT ANY OTHER TEMPORARY EROSION CONIRO THAT E NOT BOOEGRADAI SMALL BE REMOVED. SMEFT $WEE➢NO TOY PROVIOEO AS DIRECTED BY ME DOMINEER ON DOURER ME CM REWIRES STREET SWEEPING TO OCCUR MAIN B HOURS O NOTICE FROM THE CM. APPLYING MILLER. RYDROMULCN IACATIER, POLYACRYLAMIDE OR SMI EROSION PREVENT. PRACTICES IS HOT ACCEPTABLE SFABRWTON IN ANY PART OF A TEWgRMY OR PERMANENT DRAINAGE ORCR OR SEAR E, BLMNETS OR OTHER APPROVED. BY TIE ENGINEER METHOD SR41 Y USED. INSPECTION AND MAINTENANCE ACTIVITIES WORIIaFAu ME CDNIMCTOI N l0 PRCMDE A TRMMM NONOKI RESENSbE FOR ME IMMEMEMNTON, INSPECTION AND MANTENANCE O THE EROSION AND BEOMENT CONTROL WIFE ON THE PROJECT, MAT MONTREAL. N TO BE IDENTIFIED AT THE PREZOAAMAUCTON CONFERENCE ML LeGED N ME MINUTES THEREOF. ME ARRONT D IND NOUN- N TO PERFORM ARWIINE INSPECTION OF ME ENTIRE SITE AT LEAST ONCE EYE BY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN SN HOURS AFTER ARANFALL EVENT GREATER THEN 0 5INCHES IN N HOURS. A INSPECTION FORM WM1L Y PROVIDED BY ME CCNIMCTOR ANY DEFICIENCIES N ME ENOSKW AND SEDIMENT CONTROL WIFE ME TO BE NOTED ON ME NSFECTDN FORM AND COFRECTED BY THE END OF ME NEM SUSNESS WY. THEY ME IO I CUTS EFFECTIVE TMNFMOOOMIENTATRM-. SENTAM REVISING, MNENOPIG.INTI INSPECTING TO BE FElIDNBY 111E COIIPACIOiI OYERSEME INDIVIDUAL DATE OF NOSINSPELTMG DATE OF TMNWG NAME OF INSTRUCTOR EMILY PROVIDING IMAGING TOTAL CONTENT OF OT iOiK HOURS O LR/JNNG OMP NSTALUTION, MAINRN.WCE, AND REPNR TNI BE FRLED IN BY ME CONTRACTOR) NAME Oi F.M. OVERSEEING S INIMECIMG DATE OF TRANS. NAME OF TOR ENTY PRI W.R. RTRANSHO CMR„OF NG .ES.1 TING TOTK OURS OF IMIXMG POIVTIONPREVENTKKI FERTILQERE ME TO BE APRIEO ONLY IN THE AMOUNTS AS SMCFIEO AND WDNRED INTO ME SOL TO MAHROT EAWSURE TO STORMWATER RUNUT ONSRE REFUELNGOPEMTOxS ME io RE COxOVCIEO NIM UNE. ANY NAWENTEM SPLUGEOF FUEL OR CHEMICALS IS TO BEIMMEONTELYCLEPHED UP. REWVED FRIG TINE Sm MO DISPOSEO CF IN ACCORDANCE TOSTAFE MD LOCAL REGULATONS. MANOR SPRLSME TO SE REJOBlED TO ME MP NAR NDIIRWTFI MFETWCAMATKO4E201M.NLVEMICLESMSREMEi0MM]xROREDFOLLEMISMD SABERTOROUFNEPEVEMNEMNRRNMCEEFFORTSTOREOUCEMELNELIOCOCFLEANKEA M SV BUT CON INFR BATCH TRUCKS MEL NOT Y ALLOWED TOOLSCMMGE DRUM AND CHUTE WASHOO DIRECTLY ON THE GROUND. A PORTABLE WASHOLT REUPTKAE IS TO BE PROVIDED BY ME COMPACTOR AT THE UCC TOH AS fYiOVSDED BY ME OWEA. FFUI STABLUAT BI OCCURS WHEN IO PERCENT O THE PERNOIS A PERMANENTWOR TAIGH. ALL TEMPORARY EROSION .0 MOMENT COOTIRO FFATSES ME T OF TERMMAYOR N TO RE PREPAREO AND SUBMITTED TO ME LOA, DESCRIPTION TITLE LOCATION EROSION CONTROL DEA. CM$IHUCT NDETAILS ell', EROS. CONTROL LCLµNNS EROSION CONANO LOCATORS CS N HOAR LPDA ENE RGENCY NOTIFICALOR TELEFIENE NUMBERS •11.11 eMAuaRe ESTWTEOWMRRIEB ALL TWPORWY SOILS STOCNPEES WALL. REQUIRE M EFFECTIVE MEANS OF SEDIMENT CONTROL$OCR AS M EROSION CCNIRO RENNET COVER. M ELT FENCE ITARET OF PROJECT INSTALLATION ALONG ME TOE OF SLOPE. ITEM UNIT ESTIMATED NITML OJAYIRY TEMPORARY CONSTRUCTION ENTRANCE CA ML CCMREIED MILES SLOPES AND BOTTOMS NOT DRAINED TOWARDS WETLAND AREAS TCM. MEET PROTECTION U, 10 ME. BE STµLHO WTMN I MVS. TEMPORARY CONCRETE WASHOUT EA TEMPOARY N.MF SFOMEW CONMO OEWCE EA TEMPORARY STABS. BATCH WLL BE REWIRED IN ALFAS WHERE (BINDING OPERATIONS TEMPORARY RED MEM LOOS LP IR ME SUSPENDED OR CEMED POR A PERIOD OF I DAYS M GREATER TEMPDRARY YT FENCE IF s.Bu A ROGI CONSTRUCT. ENTRANCE FM SEDIMENT CONTROL IS TO BE INTENDED AT ME PROTECT ENTRANCE M CURB ST M W, STREET SWEEPING O THE RAMBO SURFKES WRL BE REWIRED K DIRECTED BY THE ERBNEER PRIEVENTION I COI Of T1W ACIPTERVA , CRN pUNKE..,AND .1. ANDSWTMv EEWERSOUST.CCU 1. TUAGI A GENERAL Ew ETALG CNWTW TO DISCHARGE STORE WATER ATAGRATEB NIM CUMULATION FIENED VLERTE W.TCWIRCLWµLOWWOENYINTpleYHrtYYYEEOTARFAWENV uwIMEMENTS A COMPLY ALL PFOIMRMNNIa M NE MINNESOTA FIXN LION CONTROL AGENCY FORMMNOY YOLFLRCNRCE 9. COST MGM PHUFA O. G PERMITS HAEMER LABOR NV , TURN AL COM OE COMMENTATOR C .�APLKANEPEMPm HAYMm MTANm: NMNN..0 DDCMENTAI.PMIWD TO IUNFrtMD9. T CHTAMAWPAVFMFVwq]NEMRZDavµil OO WNM EN SIMM. PRECIPTABOACCOURS UTE ML.AG wYERH. s1gEMH. WINS. PMNs. w[x OPAFL,GEYASA CnEs w1EdATEyY AT INE CM* iO EOwxFA16JMh MVULTEMA EMENTR[ONLY wR11M PEgINEIExI]p Ml(IpulE9xs`mU MUNImIJ:CE..-IN TE.V NAEVEMNE MDs . AL1. PERMANENT MOSURES. MEN CONSIDERED. NAM P oI1EMPURNLVNLIPELGe mmuN POLYERA YLENE GEomnLE Mm1AN1 rO. REAL G ENI APPEAR BULL KmARSTRE YUPON � qSRALnA. BEsMUM.MEY IENED Nw.mUY OM, I PERMTNIIY. GW MEIA .. FEINTED N KCMWNCE WOR ARTY OUR, I, xIMVOEI REYSIA%E'p ... AT LEVI IO PERCENT OF RUDE ATAI PREN TEST OR KC4NtNNF MIM µIM EN. EM AFTER ANA WLgSEmMIME. NILBf. NNIMLM.MINCNwE ORECT. .. IFATUO Al ACCURIANCA PON AST. .1 MORGARIN I I T. DO MEMORY WAR .. A AGE. WON S. RAR CGIONRRN ME US" MA. MAN TESTED, N)ACCOMRMZN� µT.1 MTEO. WE T FORCE POSTS ONE G� ME FOLLOVING. M HEAR 5 FEET A PAN NYaxow.e AIOCT FORT. ACHAS x CRSSEIG. HRGIPRE MlPPPRRTTLOiS FGER LOGS SHALL L CONRAD R TYR WOOD F IMM SMRs,s MO ME 1, Ewu MAPF TMA AYWAG 9x.VL YMROMPER METEROONTUX BY FEIRFxL..,CR EQUAL E IFYbRµ OTOT-TIOLOW NG • CROPLIN PLANT FILTER LRAF THAT INEARTS INTO TNE I II ULL ETORM E PERMANENT MET FETE Y MM RKRTPES, NC., OP EOYL REFFU MCLN OPENING PROTECTION FM MORE ALETS WITH MRS DRAINAGE D IEMKNKV ILEUCMNI1MF FMx . E T ExFnMv %FNS. P VMGTOx. A ENS. CMiR0. SUAIPINMUDE NNW 94CWKMD II EARGFG PALLSAMM ETOP M. RCM,ANM Wf .. EAGER I NO GW-]IMM.G.[CR NE BwM TO occu. A. rAMw'c aFwbR. T "Ham IOMCMR THE .1. E -L RE uEIw40, II CAYDE M... STEEL WAY YwMM A BPµ WON CF I RCN µ A ]. D A LTH OF AEO M MORE , FROMTO BOTTOM THE fllOb✓.ENCO[A0. ]I DV.mMERICUT Re- HAULD ED n [CwUNMM6MER N¢UCE (ORECWL. .1. NUTPUL A RTAS FILE ANNE NCONFUSED OF IWN WGOD OR WOOD 0YAROMiE. A MINIMUM OF OF THE FMEW SHMENVER]R 10 RMAR(ON WI NLEMTHANQ sox... WAL M FUTAMEDON A CUW FIRMA FEN N PEM SCAI FBER3 SHALL 0E COMING PARA RIAAUMC. MCGNKODP,IOAOx DFRORAIAPPLEAT P WERTHESRE FI LIE UNRILIMAMFOROTMEW THTBNNR]WL NOT WSSOLKORDAPECOUPORM Yv FAIN L O R )I TlEenxMREYOALLDRV TO FIDE.ACRUSTAwRODURLv)ELYOMTOIIMw Sl C] AOENMiroTESOLRMFACE, M NEPa]TwEwxTmtu,NE MMR..IlB.PSE.1YEEDAI a TETRATNµUL SL CONTXOmW CONSIST OF MATERPL]AT ME 1. B,AND NT NTUDGE. TEDL O Me PATMSUL L MVCE MANCM,NMR<d'ERADE vOLM AND HAVE REALMS 4,ER THAM T THEEOSSUSEnMMUERBIRY.. PMINA .'AaMM T1.T .Tt APAI N TERASLELM WAIERMTOSELLMµxwMACOMRECMLEM.LI[y UN.rt WILL APPY BETTER IN 6NLdS AND USPUR EMBLEM TO WATER WOOD IS S OMEMe PR YAMS MPENOMM ON VMC. 6E AMMCTa H UYO. ]I THE KN MO FfA wRR WLW PROKTB KSEnANF R UNE M TW WOULE, ENCLUR ROMPEDU.4AW'I... IBIBCE MARD.uµYAL .BY Wl. N,. IMONAN Dmo.-AETUEOn CON-FRERA..G. MLBT MF. CHEW CEVCE MWOVFX MORxIM1E fµRC9EWN BOB AMGMINGAMUAE XEEAE WI.xNE µDxCx 9IRMMTSFAU FGR _LG)UU` OVENvi wOM]TRBWM PpbNCxµlm L]1POWSµDLFE,M RGABRW SERUM WµRBAS DAM T NNCNPFNEGUAGECF TIO LNµPERM,M ON]T, [IPERNRMV OFIyI ME M,SECIAAPRAMPMNP IBI " REALMBLAST STRATUM OF M PMI AS PERµN DMER . B AOMEiI OF MEN. u4SIMASUPER .OMOIIIH .APM.MI DS HERMWTRTWNTEUMI¢0]EO. L MiBAG iFF [IXLMW. TACT -NMAAEMM. NC..1CAvwELL ROAU, RIOYOq. PAD ASNS.MWBYSO. MEA TM I1 DAIRYDEWMmUCR. FC. PC Mi PEN. WeSTE.VMF. Mn AMM..1.RM, GA D. PART ]SEMI. soI REPEAT. SCH A FSu ALLFEW THE E WORK COHNUCHOU STEP M SHAM MS LFR FULL D FOR ENEuMMMAUTM,TANOUS. B. PRUNE WP.1 CPFN.iM]IULL FCLLPV mi56 THE PwiE501A]tOLOVA,FA THE CONTRACTOR LIULL CCMRE,EMO S. THE NOTICE of HENT. OBTAIN ME MANDS SEANCE1, NUMMANDEWCOPYTOMEOVERE1. IiWNNRV NOG, CGROMURVN I1MANGE �. NOEGµMSIWUD SEATIwSTAY ONG .tnE[OMFWwO A LIE WAEYFJL LOIfiEX FNIRNnZ! WYBE AGO ME NGDK ONLY N L9ED IOPpEHM NN'N.iCNOF WDiRCN ME WCEWYNO b1 11E T SCORE ANC ILiTAYAE FFMNK INACCONouKEMTMKAI WN. 2 LINT FEW FILM VI WON HG APPAREL MIT YNNUu TO INCH LOG PGH IS YYEO AT a FR l xµ WN OR 1.06[ON£ RONIMIFIBY FUNC LNG FLAT ON BORM OF INFIRM FACING LV%, LGNFM1L 111FMN MO CdNAR, o. TIMEMASUMMUMAN AITIUCU RMI - D NCIEL EMBI ],WWTM F.a CW.MMMM50.10EHNFABSKLENGN.HRICEALWTNY, Ie NCIRa.MmFx ., •FO.EFiPASPERYCOWmyNNCHDwE PLOGRWrtON. I wILOND.N NGE OOVNOIA4NBERETER. e. AND"... AiIEABi IldCE0lx51 VYJI WNENING CRGNN WOTI 1. MROTOs10ELPENTE. WMENAiMCON ORxi( Aµ PWRR. ..FD.L. I . aMOAGY NBTNIMNU LEDEL t0 AME BAR OF ME ROW MHOROI. z11sMEe 3 MF4 MOADM NN.um.wwRMTE PRDLEa THE PRATE. LTx,MIX M mP T NVGlEN SHARES CPMOS.LDSHARSv a NBv 3. N CYNIC cx REPACAMEMSEW CWKRETEIMOCNSSxN,YµsEO SEHnMTM RMMERR RO CONTR0. TlIEUSIµT RSGM1q IANEVEMs. D RIPMWvamMENT nRW. aP.NNMENTT.M . MKEK ^"'__.__eY TE WXGSKTMFR INRMLASFFRWAJAC SECpNENDATIM3. TEM<NMv HL. EROSION M)Ec1G. ♦. RAR AT AM AE ML fmM3LORA TAT AM STEdEN ANNE IW W. z ANN ANEFERnOF FFRaRCE'IUtiN nnnFNICRTONSALLIxG AEYMMYxME EGRAMETTECTION ). BO.LCD FD ER UAWL . FGIUT� %SPEI KRE ITE WMFKRAERS FGMIFT AOG VAN THE [OIOMNGYRNM N THEAMNEM BE APPLIES YOU HYDRAULIC SPAY EQUIPMENT BY A MANUFACTURERSTH BAY uTM 6NNL BE OE N At MUST RR NTMS ADVANCE RMMM REQUIEM D INFL TO nALLOW AK Nx MAGN AttMAn TEE TO MY. R ME A.EMPLUDY MNLN0.�MROEO NTYQ STAGES OPI.1 AGE NUT. -IE TUE TO .. THE FLIELF 1ME UUM SE AREALL RCAWAPM I T GUMNMON AT F TOAST TWO TO 4NE L0. sKEA AInECONLMD. IMENCONEGAGE NEM RWKFKFORDTACCNYVYN.vS. 3. PRODUCE 03 INCHE 5 ON MORE FUNNY ALL A I I IF PROJECT ME AND ORLY MP:G =0 PUAIUL S RULE C.RL MNV SITZ .5 MTLv. E. MEYMF SET DEPOSITS THAT ECEED 0A IAD O THE HEIGHT O ARE PEKE. ! MFPAM FEKEs EN.r.EUNREuI eY.uKFI M DMFMwIaE C.P.DED. xMEMm BY .UR. -EA.. AFM^ /nv Cp:STxUCT.Em. VODHEBEECOE FILED MITHSCn.AL WMOVMµD PEPUCEUFNT CF PADM4LNMMROM 1F1g4RVNMFD WWN VQ FALL OF aE➢OEM OME 1. RATE OF TU PEEP DISCHARGE TO AN FUNDS MCFMD.N.RL0C049R. DOINUM NEATIPMBRE N CLEANUP REMOVE TFNRMY YFASME AFTER PERMANENT VEGETATION IAB REN EHTMLSSD. B. MRIT.WEORµEO1ETMOPMVIFANW�V OTFAK ELPGROML. SARSUUARIDµ SMEAR ISKFB. END RSECTION IMPAIRED WATERS MAP s S BEELL Q O ml I l- I AT -i". m �IOy (y' ., U 2 ei G 0 IT p 0 4pp B SEEmf Syo$ fj £F p5$RN dR 6 F yx¢ Z gK to Z $ W ¢ G R IL <u) :w �s Q R m6€ R SHEET NO. C6 WPTERMDN O.D.42' HYDE �2w5 -I 0 PROP. [GAC z TYIEII No. .0 T.s' KNONUM COMA WWI OKB (OR MPROMD TOB a 10' OR LARGER WATwxuN. (� [ 1- BACK OF n g EW'41 aw NO.UM COMA BOMBER OMB O q COMPACTED BACKFILL _ CURB TOB OB B' TO a• MARW:w. E +Itl I VMIE$2'-8• VMIES p TCP To I BELOW TOP(ON TnER xo. BeSo m• cxAOE eoR ro CE<SFT roaR 00/2 �. ].5' E,,OWD A^PROMO BROMIiF Iz• a ApJJSTMpITCOMPACTED EMAL)WID OR PIT . IMTE ML RUN MLAR O.DBACKFlLL LOMPACLEO �JI INSTALL MMKER RED ON•TYLER x0. BBEO OR 4PPRI/4 (4• MI^: (IN CORROS bR�7 H1'ORAM WITHUSE OO MATERIAL BEDDING SEMNT BLACK CURB 24• BASE RUBBERENCASEMEM z4'AK [GHEE Wxo. GA T4-GRANULAR 0.0/2 y EWwo. [MAL) $ COMPACTED BMPACTEKnU I 1/2-CRUSH 8 E ADAPTER o n 12• O.D. 12• DEPTH STMILZE AS NEEDED TO TRENCH COVER AS COVER WITH I �E MIN. O.D./4 BUT NOT an TINN ID•. SPECIFIED %°ATE VI PLASTIC (3 MIL.) BOnW TILER No mm LOT AFFRONT, 500 SERIES OR_I/ ae m GB PDMTORBLOLK CONCRETE III WAL ANO 2 � W TO AWMA e BREACTIONTAxpARpsO INBACKING BASEp0SPECIAL FOUNDATION FOR / \ 8NOSTABILIZING OR DEWATERING OF TRENCHMECHMICM RE NNER G DS (MEGALUGS OR 11/2- WISHED EQUAL) ON 8•%8•%16• ROCK ALL IMPROVED € ] i 1/2 O.D. ALL JOINTS CONCRETE BLOCK AROUND MIN. 1/3 C.Y.3 Jug o j (MIN. 1 C.Y. IN .11-1I E TYPICAL HYDRANT LAYOUT IMPERNOUS GATE VALVE AND BOX s..= EARTH FOUNDATION (VALVE IN BOULEVARD) Sons) s^-• 2 8 PVC PIPE INSTALLATION o 2 d 51 5/22/06 "-/22/06 7/28/14 8/19/12 I: V ��=By STANDARD DRAW'. STANDARD DMWING STMDMD DRAWING STMOMO DRAWING C I T Y O F DOVE NO 101B C I T Y O F DOVE NO. t05 C I T Y O F DOVE NO 201D C I T Y O F DOVE rvo. 202A _ v', o °z LU DO § y Ol CLQ —i— BIN2 - 2• THICK INSULATIONO GRANULAR GILL TEES _ N= < 'S ^i- . 6• COMPACTED AYERS MATH JOINTS STAGGERED Y w%. m ad �O� R Nd +NO EXTENDING A MIN. OF 4' EACH '.IRECEON FROM WATER MAIN CA B' srtn ((J u/ETI iENCE F09f BWE AIER MAI FRBIRMA OR EIPOINTED RO4MAY 4 f y MINIMUM 2 - 2• THICK INSUUTION LAYERS CURB BOM B.S' V BN LONG AT PULL WITH JOINTS STAGGERED AND EXTENDING A MINIMUM OF 4' EACH DIRECTION FROM WATER MAIN CIL COINER FXIFNSxAI 2 CORER As SPECINED CAPON COrNNIJ E C r MECH. COMPACTED 1 BACKFlLL CSf� EUMEE AS Mrc 0 CL D 4• y d p SRF. IFNGTx. ALIO IYPE SERI y OKGA.AS TERIALCMWFD (sE ffEl$ HYDRANT LEADS 0 fi SEV+rERr vEGALUGS ALUGS BEND 2' cNO wWB uwARo sxoUln BE rD � DENOTES i N 00 TO N -0 < 4'c < 3/4 GALVANIZEDypNNTKB 11E RODS OR.q1MECALUGS RiCy STpy WATFR SEfMCE LO BE J' TRW SWrtMY SFRACE. • MNK. 4'M' S EEPI bD C BEND - - Z K TO < WATER MAIN INSULATION WATER SERVICE DETAIL DENOTES - IMEGALUGS TO 0 B 0 BENDS d NOTE. INSULATE 4WOE QN CENTER FOR SERNCES --iHllr`—��Illrf--- SHEET N0. I. MEGLUGS TO BE USED AT ALL MEryMN1Y1 JONR. . 2 PLACE CONCRETE NODI UNDER AIL GTE VN.VES ANI NlDAI/DS. 1 THRUST BLOCKING AT ALL TEES. BODS. AND AT NDPAWM 3/22/06 2/2)/1) 3/8/08 ��� 4. NL BGLS, T-BGLSy AND HTR INSTALLED SH1L BE Y,GT-BYW OR APPROMOD EOWL ®OM GRADE 153. /^ IC /� STANDARD DRAWING STANDARD DaAWINc (`Tpp1 C (DOVE STANDARD DRA.N1 2o°sA c (DOVE 2088 c IDOVEF 210 B NEI-S,FrD CATCH WRAP. OR APPROVED EDO&. FROM CASTING OVER RINGS TO STRUCTURE. FINISH SMOOTH ON ME INSIDE. RINGS (2 MIN., A l' MAX. OF RINGS & MOR AR) A _ PLAN .}yl 6 48" SECTION A—A Sam MANHOLE SLEEVE NO WOOD SNLLL BE USED FOR 0p1USTING G K; CENTER WRTM ONLY GST IRON LLWNWF FAME k COYER AS PER 5FEC1FIG1pN5 (1642 B). MWXOF SUPS SNAIL BE G l IRON, 4UMMUM. OR SIRS PERFORM. PIA511C, PER . CITE. LOCATED PIER OyNx51RUy AVE. PRECAST REINFORCED CONCRETE M.W1KKE SECTIONS PER ASTM CATS, FURNISHED'AIM O-RING W EI R LUBRICANT EXCEPT AS OTMERWISE SPEGnEO, OR H01L5 HOT PERMIRIM ED IN NNOLE SECTIONS. 12' OR 16' BARREL SECTION smLL BE INeEkU D ORDER TIRE CONE WHENEVER POSSIBLE. PPE CCNEC11CN5 TO MWNIOIE SHAUL BE MADE PROTON PONT W CAST WPVLE R R YEM CEMENT MCRIA.B INSCE SURFACE STYE BE FIN5NED SYNIN PUACE 'RAM -MUCK' OOTMIDE OF 0 -RING BASKET AVDRM DOMH SECTION JOINT AM INP -STUD CATOR AN, OR APPROVED DOM. ON AL1 MANHOLE JOINTS BELOW WATER FOLF MAUL CONIFFRAM �STM C270 NEU THE UORTM DDMANHOLE,�TYPEENTS OF NDOT 3016TB SANITARYSEWER /10/2021 (PIPES 27" OR LESS) PRECAST COVER TYPE II SUB 2 STRIPS SINMASIIC SEAL ON SLAB JOINTS �51M RINGS (2 MIN., 1G' MA(. OF RINGS AT, MORTAR) — AL ff20'l - FABRIC• 1 OVERLAP 12" OMT( :.; FI f. Ni NO WOOD AWL BE USED RON NM11M1vTF• (AsnxG: CEMENT RORTMT ONLY 03T Poo MW ROE ERAMF 6: COrtR AS REFI SNICIEKAHPE (tai D). IDEAS SN.LLL BE CAST IRON. ALUMINUM OR STEEL REINFORCED PLASTIC. PRECAST REINFORCED CONCRETE M20KKF BECIIONS PER ASN C476 Fy OPENING RETAEN WK MIO MWINNE WAIL MTI CEMENT MCFIM, INSIDE SURFACE SM41 BE NTISIIED SMODM. NEAP OUTSIDE OF ODADUSE AIH GUOTEmLE FABRIC, NTE 4. OVERUP FRESNO 12' ONTO IimF. ALL MORIA SHALL CONFORM TO MTM C270 AND MEET ME REQUIREMENTS OF MNWT 2.,20. SHALLOW STORM SEWER MANHOLE C I T Y DOVE E F I aLNpA ` Mm 409E DOG NOTES: SANPIPE 6' METAL FENCE 4' METAL FENCE TO BEE R3' FROM C ROM POST Y BELOW / POST MARKER WATER SERVICE FIN. GRADE 3• PAINTED GREEN SERVICE PIPE AND WYE MIN. V TO BE ASTM 01785. - T SCH. 40 PJC PRESSURE SNOP OF PLUG B 3. OF i PIPE ALL JOINTS M BE ABOVIE 45' BEND CURB STOP 0 SOLVENT WELDED. MINE MIN 1' SERVICE STUB WYE —A JF SANITARY SEWER SERVICE wrE TO BE SERVICE DETAIL EMBEDDED IN CONCRETE (WITH CLEANOUT) (2 BADS MINIMUM) 3128 U PULVERIZED TOPSOIL .... _-FAIR TIGHT CAP GRANULAR R BBEDEDDING MATERIAL OR PLUG WIfHOUf RISER It /4' MET MARKER ➢THE CONTRACTOR SHALL PLACE 1 RIPRAP, PULVERIZED TOPSOIL, L 3 PAINTED GREE M BLANKET IMMEDIATELY AFTER 2' 6' METAL FENCE POST �n 48" AREA TO MATCH UNDISTURBED 1' BELOW GRADE TOP OF MIN1' STUBABO 3' , NOTES: SAN PIPE ABOVE E 3, TO S' FROM 450 BEND BE CURB STOE WATER SERVICE 45° WYE --- MIN 1' SERVICE PIPE AND WYE STUB TO BE ASTM D1785, 1 IN, SCH. 40 PJC PRESSURE PIPE ALL JOINTS TO BE SOLVENT WELDED. AIR TIGHT CAP GRANULAR OR PLUG BEDDING MATERIAL SERV CE W Ei WITH RISER 1� MM 45° JF SANITARY SEWER SERVICE wrE TO BE SERVICE DETAIL EMBEDDED IN CONCRETE (WITH CLEANOUT) (2 BADS MINIMUM) 3128 U PULVERIZED TOPSOIL SD ) �... & STRAW FIBER BLANKET ➢FOR PIPES 48" & LARGER, USE PIPE FOR ARCH PIPE 4 F ➢THE CONTRACTOR SHALL PLACE 1 RIPRAP, PULVERIZED TOPSOIL, L SEED, AND STRAW FIBER 2' BLANKET IMMEDIATELY AFTER 2' A PIPE IS INSTALLED. EXTEND 48" AREA TO MATCH UNDISTURBED 18" SOIL. 30" 1 ➢SILT FENCE SHALL BE PLACED 54" AROUND THE TOP OF APRON I' AS DIRECTED BY THE ENGINEER, II ADD RIP—RAP SD ) �... OVER TOP OF USE EWIV. D.,,.�.., PIPE FOR ARCH PIPE 12" 2• SECTION B—B 1 � DITCH OR BASIN GRADE 42" 1 i RIPRAP (MNDOT 3601' 2' 6" THICK GRANULAR - 27" _--" FILTER (MNDOT 3601) 48" SECTION A—A MNDOT TWE 4 GEC 18" FABRIC (MNDOT 37; 01 Of To A.FlIcIa 11 V T PIPE DIA.RIP-RAP1RIP-RAPIPE CIA I - 12" 6 24" 14 42" 35 15 8 27" 17 48" 43 18" 9 30" 1 21 54" 50 21" 12 36" 28 60" 58 NOTE: REQUIREMENTS FOR MP -RAP SIZE, MICKNESS, AND GRANDIAR FILTER MALL BE DESIGNATED IN ME PLANS. GRANULAR FILTER AND FABRIC ARE INCIDENTAL TO RIP -RAP. SURROUND RINGS 1/3 MORTAR BETWEEN WISH GEOTEXTILE RINGS, CASTING, FABRIC, TYPE 4, WITH AND TOP SLAB. MINIMUM 6' CONCRETE FINISH SMOOTH ON DOLLAR OVER FABRIC. THE INSIDE. RINGS (2 MIN., 1.0' MAK. OF RINGS AND MORTAR) . 27 PRECAST TYPE 11 COVER SUB i 2 STRIPS BITUMASTIC SEAL ,I ON SLAB JOINTS io Li O O' C CEMENT MORTAR PRECAST BASE MH SAB _ YAR Dl4 MICNNE55 1 4 MIN. VARIABLE 4 -102 108 10 ALL STORM DOG HOUSES WRAPPED 120 12 WISH GEOTEXTILE FABRIC. TYPE 4. OVERIAP FABRIC 12" ONTO ITSELF NOI NO WOOD SNNL BE USED FORT AWUSENG'USING: CE W MORTAR ONLY, CAST IRON FAME @ GWTE CJSTINGS TYRE R -3250-A UNIIIS OMERMSE APARINED BY THE CM ENGINEER. MANHOLE STEPS SHAL BE CAST IRON. 40MINUM, OR STEEL REINWITCTD %ASTIC PER /SM C479. UTRAFON SH41 BE U4Lv ACCESSIBLE. PtE4 REINFORCED CONCRETE BASF BIAS A COAR SLAB PER kne Cae. PRECIS REINFORCED CONCRETE WNNOLE SECTIONS PER ASTM C478, NRNISKD WITH 0 -RING GSSNFTS RLUBRICANT. FILL WExING BEIMEEx PIPf AND IMN,KKE WALL MIN and"T MORTAR. INSIDE SURF $ BE KMIED SUDDEN AMP Wryt( OF DO:ODUSE MM GEOIEITIl FANO[. M1PE 4. QYERUP FABRIC 12' ONTO TRUE ALL MORTAR SX41. CONFORM TO /SIM C270 AND MEET NE REQUIREMENTS M UNROOF 2506.213. TF IR7FR TO PIANS FDA SUMP DEM. IF AIT. CATCH BASIN/MANHOLE WITH SUMP, TYPE 405 0 S"nLPAWINC AN (DOVE 405K See City Plate No. 411A for Riprap placement. ISOMETRIC per Joint. Install at 60' from top a bottom of pipe. Provide 3 anchor Clips to fasten Trash GORES to Flared End Section. Hot OUR Wkvanlze after fabrication FLARED END SECTION 111 3/4/10 DART DRAWING C I No T Y O F 4 D D DOVENO STANDARD WAVING 419A 1/2" MORTAR BETW_EN RINGS, CASING AND MANHOLE. FINISH SMOOM INSIDE. SURROUND RINGS WIM INFI-SHIELD GATOR WRAP. OR APPROVED EQUAL, FROM CASTING OVER RINGS TO STRUCTURE. MIN., OF T— A CEMENT MORTAR SECTION A—A L J ` 6" PRECAST E O NOTES: NO WOOD S1W1 BE USED FDA MMUSINNG CASDN6i CEMENT MgtTV ONLY. A 12' OR 16' BARREL SECTION SW1L BE INSTNIFD UNDER THE CONE AHENEART POS4B.£. USI IRON MANHOE TRYIE A COVER AS HER SPECIFICATIONS (1642 B). MRS SW11 BE CAST IRON. KUMINUM OR STEEL REINFORCED PUSTK. LOCATION AS SROWN. PRECAST REWF➢NCED CONCRETE MAbKKE UCIYJNS PER ASTe 0426. FILL WORK BMRCER NRE 40 MMMDL . MAIM CEKM AOPRA W9Cf MONTAGE SWl K FWANED SWIOM. AVP OUTSIDE OF DOGROSE AM GEOE%IRE FABRE, FEE 4. OKRVP FABRIC Ir ONO 11MEtf ALL MORTAR SW3L CONFORM TO ASTM 0270 AND MEET ME REOUIREMENTS OF UNDOT 2506.28. STANDARD 4' DIAMETER STORM SEWER MANHOLE ./10/21 (PIPES 27" OR LESS) N0, 407E SURROUND RINGS WITH GEOTEXIILE FABRIC. TYPE 4, WITH MINIMUM 6" CONCRETE COLLAR OVER FABRIC. CONCRETE MAY BE POURED WITH CURB AND GUTTER. _ RINGS 2 MIN., T ' MANORO RINGS J AND MORTAR) ON 5' PRECAST REINFORCED CONCRETE ALL STORM DOG HOUSES WRAPPED WITH GEOTEXM_E FABRIC, TYPE 4. OVERLAP FABRIC 12" ONTO ITSELF NOTE: USE 4 FOOT DIAMETER CATCH BASIN MANHOLE (421) MEN DFPM EXCEEDS 4.5 FEET. NOTES: No NVDO STALL BE USED FOR MIME WG CASTING: CEMENT MORIA ONM IN NM CMLLWENfS CAST DON FANNE AND CRUX EAST. FARE R-1501-18 SIV11 BE USED. CAST IRON TR,WE MID DPATE GSIINDS FREE R -3167-v (OI A WCEI GR R -X61 -Y9 (NOR POM$) sF V1L BE USED em RECONSIMILTJN MFA$ �R AS CALLED CUT N PLAN PREUSF REINFORCED CONCREFE IMSE SLAB PER MIY CNB. FILL OPENING BEMTDT PRE MD MW1KKE WNL AFM CEIRM MORIA. INSIDE SURFACE SHN1 BE FINISHED SMWM, MAP OUTSIDE OF DOGHOUSE AM GEOTTEFLE FNRC. FEF 4. P+ERUP FAMIIC IT ONTO IFSEIF. NL MRIM SMALL CCKDN l0 KFM C270 AND RET ME REWwEMFMS OF MNWT 2506.28. DOODVY SI WL BE QUOTED oT BOTH RIE W14CE MO ETSIDE MARALM DMNETA RCP STORM SEWER PPE 5 15" ON ME SHORT ADE MD IB' ON ME LOW SDE OF CATCH BASIN, GIIWT UMP TO PVE M M UNI VIS A SUMP IS UI2ED WF IN ALOES. CATCH BASIN, TYPE 420 NO 420F z N Z_ W G6 0 Lu IL FV V y Q Eii D(f ; SURROUND RINGS WITH 1/2- MORTAR BETWEEN RUTH MINIM M 6' CE E RINGS, CRTAIT B GEO MINIMUM 6• CONCRETE AND TOP SLAB. COLLAR OVER FABRIC. 2(c °w FINISH SMOOTH ON CONCRETE MAY BE POURED THE INSIDE. WITH CURB AND CUTTER. RINGS (2 MIN., 1.0' r •' - C MAOI. 0 RINGS C + AND MORTAR) 24• ` 7 60, ] R PRECAST TYPE II COVER SLl (2'v3') I/2 13.5' 16.5' 16.5' 13.5' w •• • pA $ B 8 ¢ 2 STRIPS BITUMASTIC SEAL1] •�lj ON SLAB JOINTS I/2• ') 6 2B ]' O 1/2• 2.00R �3E 34_ 2.WR N 4- TOPSOIL 1' (MIN) CEMENT MORTAR (BY OTHERS) ' 1.5- (MIN. THICKNESS) SPEC. 2360 SPWEA240C WEAR COURSE PRECAST BASE MH SLAB PER SURMOUNTABLE CONC. TACK CURB ANO GUTTER 1.5- (MIN. THICKNESS) SPEC. 2360 SPNE8240C WEAR COURSE > ALL STORM DOC OW THIC6NNE55 5• (MIN. THICKNESS) SPEC 2211 CL5 AGGREGATE BASE rc p q S HOUSED WIEMPEO WITH GO 4V MIN / APPROVED SUBGRADE f IYP4. VAMBLE 4 - 6 FABRIC.EE R R- 66• NOTE: NOTES: 3 3 $ OVERUP FABRIC 106 10 ro B618 GONG. CURB & GUTTER 1. PRIOR TO EXCAVATION, UTILITY CONTRACTOR SHALL STRIP ALL S 12. ONTO RSELF 120 12^. I _ TO BE USED AT ALL RADII EXISTING TOPSOIL FROM CONSTRUCTION LIMITS. TOPSOIL SHALL BE t/2• 1/2 SALVAGED, AND REPLACED IN DISTURBED. NON -PAVED AREAS. NOTES. ND ,� sEIMI BE URED FON AOUG3ING MOWS CE2ENT MORTAR ONLY • m W MEN D02LOPMECs cAn IRox PRIME AHo mrt Twsnres rrPE e-JS01-TB �. ¢ 2. BOULEVARD SHALL BE ROUGH GRADED TO ALLOW FOR INSTALLATION 4W1 BE USED. CAST IRON FRWE AVO ORAIT Ll5TNG5 TPE R-ZKK7-V (ON A GRADE) OR A -3067 -NB (LOW RANTS) Swu IS USED IN „ - OF THE PRIVATE UTILITIES. THE BOULEVARD GRADING SHALL ALLOW FOR z z 6 w 3 w RECONSTRUCTION AREAS OR AS CILEEO CUT IN PUNS. o • j• THE ADDITION OF FOUR INCHES OF TOPSOIL AND SEEDING. AFTER THE INSTALLATION THE PRIVATE w O In o ASIAMANHC4 8 U $NOL BE UL B IRd, YAIM9 OR STEEL IxFORCED Punic PER ASIA c•76. LS SJV N 5Nµ1 BE ON, ALUMINUM. IF. • • OF UTILITIES. THE CONTRACTOR SHALL REGRADE THE BOULEVARDS. THEN SEED WITH MN DOT MIXTURE No. 900, i( w u G PRECAST REINFp<ED Cpx:RETE BASE SUAB IS COAR SLD WI A C478. t] t 2• FERTILIZER AND MULCH. $ ,RSoUM RE1NfgiCED CONCRETE Y.WROUE SECTURIS PIX ASIA C... NbUSUR. W1µ 0-RIxG GASREIS 6 LUBSOCARR. FILL OPENING BETWEEN PVE AND ... WALL WON CEYFM UORNA. INSIDE SURFACE SXLLl BE FIHISXED SMOOM. WR.V WTSICE M WGNOUSE WfIN SECTION TYPICAL URBAN STREET SECTION ?'_ R EIE. EEOEOOUE FAMM. ,RAE 4. OVFflUFABRIC 12' ONTO ITS .LLL UgRM SIAL OXPSRA TO ATEµ 0270 AND AM ViE REQUIREMENTS OF UxWT 208.28. iE REFER 10 PUNS FCR SUMP DEPTH. IF .WY. 2�12/15 SURMOUNTABLE CONCRETE CURB & GUTTER 6 P� STANDARD DRAWING CATCH BASIN/MANHOLE WITH SUMP, TYPE 421 T Y NO, gw 1/10/20 12/26/00 NDOVP9^ 5071 u u P g - E3n� %n o C I T Y O F DOVE STANDARD DRAWING NO 42,G C I T Y O F DOVE STANDARD DRAWMc Ba 501 06 U)z W Lu NOTES TO A/E+ I �I wlOrH w (SEE PUN) PLAN VIEW L_ a Q u�'• A 1/2- EXP_ POR xEw MNWlaccox6Tmxnd. cOxrw.crORT.M.W.. w JOINT PE PRO.1 1 �T}rJ ,y EL O y PROPOSED PROPOSED SIDEWAIX/TRML 51DEWPLt/TRAIL �-_-_-_ I QQ rcW; uF (/J �zSF �R '/ �k Au1 RAD. a I CONTRACTION i? D (SEE PIAN, ) . ° JOINT - ° A EXIST. BR. �•� -� 25 MIN. FOR / COMMER<MO BIT. WEAR ° �� l ° FLOW LINE QA, •1/2i�;. ( F y J/ JDINf A I ``� COPONEW PMT. L J �•.. P E C IS CURERB ,, f' 01%IPATOR DIS. Go, _WR.. •.a � CL PLAN��� •... •: SIMMER Y��^ TO O E O _ -- CROSS SECTION AA 4_RRRW 01 O CURB a vMN9E FALSSWMIt G"^E° BIT. WE Qi r my PNw f I / m d'm°'�'m r. ` / EO N O su LLL - T,L' ` PLR FOOT MILL EXISTING BITUMINIOUS u�"A r•. � Y a x IJP 12• WIDTH x 1.5• DEPTH u�{. eN .,�., KT C SAWCUf EXISTING FULL DEPTH rvBR �: L 0 — — — _ _ >• r wrz 2 ROI '°+•,0'S�=:Sa:.'d39S�^.i'^.'.:•P..m.,..'C"^ U_0 y C Q '< ,—.x eAce. a s _••� Z E `O To az PND rd As r•�swa=i>.__"___ TED CpKRE1E DRMWAr PAKNF N .m. I Wm1 ®•0.� SECTION A -A 4M.nnn i } .A,EL WO. SIAL NN EKELD IB' RIIII01! [CdA. JCYR • m_m".o r, -�'�,l d 2. SETMOI-RFSOEIDVL B- TMCx-tlWWGCMI NT m SHEETNO. ]. . S[fWNW OUSTS OR K MOUSED. OgSS 4M SxNL BE L14 1mCNMf4 AS O'OhMA� CONCRETE DRIVEWAY APRON W/SIDEWALK MATCH EXISTING BITUMINOUS BLIP a 1— M NWXF '!tea �R. �M 6/21/04 5/08/09 �I•Sd• �/\ 9 C 11/ .. 41, •' . 9L060VE^ STANDARD STANDARD DRAWING No. 520 P NBMx.W.GIMBO THE PRESERVER- ^' _ r�oX LINT (C81) NBTALLATION - al -2-0 01 `" Y L 513 B iGyonwm m. A i m rover o a D E vz-T D / .° STORM SEWER OPEN THROAT INIEf IIj�B 'A'I_MUM 5' METAL OR 2'x2'WOOD FENCE POST __ _ I I S S K T N M iA INIA LCML YCW[N $1M'FS BE DWENT CHMI ME 1 AN SHALE T THE MNf OE ME SroI4EN1 COMRJL LOG AT YI � IS E -$T -S IvIiMxnTNHcE uTMINLLE . SEDIMENT COMMA, lG 1O stiDW Ar auEs \ GEOTE"U WITH NET w fI p BACKING �- 6 IN - 10 w. M.E. cc F,N i p i III oW FT ' L TROY &C%FlLL /NO -FT"' N„ H D A NI WDE DE / PLAN $ h IEI sEwYErrt roNma Loc. �o III a mi'- l PO.GEW.IIELOWroTaEM NOTE: ryryry 3 i 8 III (1 10 2 IN. DEPTH). (D PUCE 2 FA -2"% 2" WOOD STAKES OR REINFORCING BARS IN aACKFILL -r TYPES: STRAW, WOOD FIBER, OR COIR EACH BALE. EMEDDED IN THE GROUND 10" MINIMUM. @ $ 9R 1 IN. E 2 w. % 24 IN. LONG WOODEN STAKE H AS NEEDED STATED SNYL BE DATI ENID THE SEODCYIa MT CONSIX IDG AT AN E OF 0 DEARS WM TME TCO OF ME SMK6 BEATING UPSRMM. SEYIMCMI ECMHOI MIS 4' OF t• WASHED ROCK MR (TYPE I) FILTER FABRIC >- m u GEOTE%TRE TOFOR I� O $PACE BEINEpI $1.II:F$ SNµL BE A YA%X,VY li 1 fCOi FLP P_ Q� O O O V V O LL m THROUGH H MIEN CHECKS ED i FEET FDA OTHER IPPUCAROIIS. TRENCH TRENCN, ® RACE STAKES AS NEEDED TO PREVENT YOWMENT CE SEMYENT B LAUREN Lacs MCH \ B 1. W. DEPTH g MINSUDSS b W HI w. - E46EOYENT MI AS NEEM WE M OTHER PAENXBS STAKES SHEHT. ALL 6F waDAL €� o NOTE -SILT FENCE STALL CONFORM TO TYPES: WOOD CHIP, COMPOST, OR ROCK ii £ c p a i e6 MNDOT 3886, HYPE B. -FENCING SHALL BE PLACED ALONC CONTOURS SEDIMENT CONTROL LOGS 1,29,20 SECTION �3€ S' [ E ? OR AS DIRECTED BY ENGINEER. Eam_ STANDARD DRAWING C I T Y O F N0. BALE CHECK FOR STORM SEWER INLET Si 6 IS S I SILT FENCE DO VE NO SCALE g� 5 a ,2,26,00 602 12,26,00 9 F oq STANDARD DRAWING STANDARD DRAWING D � IDOVE NO 9VDOVE 601 6004 U)) z w co ow w ILa DO NOT CUT MAI4GMWN DER KUK,IT@v DF INE LRC F- L) oY G O "Wd� IF PLANTS ARE TO BE PRUNED.CHES SHALL BE PRUNED AT THE BRAARK K LEWT D AT THE BITTED pA U AERDETEx N TH TAMA C Q (/I �i� m N R RIDGE. AND OUTSIDE THE BRANLLAR. Q 'm ISP U NOT FLUSH WITH THE BARK. 0 °S�Ss m U R INSTALL ORRUGATED PLASTIC od STEM PRO AROUND TR H (OPTIONAL). III¢ DATE CTIw NLDCATNM wrt. ST.. AD, MSH BA. sw41. m mAi¢ SILT FENCE NDNNO STEEL AT vmF HNE AT NEEDED Y / SHALL BE PLANTED WITH THE 4AI' ROOT CDILM LEVEL OR SIIGM ABOVE FINISHED GRADE. DNE IN 11EUNArIIw N THE LIN PmTECTTMI SMAC EXTEND BASSANI POW3. SPEC MEH AS MITEII.HE �m aI.. REMOVE TAGS AND LABELS. TPQLM AM SS THE FK{ AHD TN ENDS SHALL EXTEND LFT. EMT FW THE uH MTCCTIMI +' PARTIALLY BACKFILL , WATER T W Z SETTLE SOIL, FINISH BACKFILL i 6'MIN M' SHREDDED BARK OR WOODCH WASHED ROCK MULCH. KEEP 2' AWAY FROM S777777 (AVOID DIRECT CONTACT).—III —111V4°05REMOVE THE WIRING. TWINE ORS,AND THE III— N O E jOF BURLAP FROM TOP ANS 0to THE ROOT BALL FOR BALLE—IIIDO 6NDE ° NRx —W BURLAPPED PLANTS.ELEVATION VIEW f0REMOVE CONTAINERS ANO CUT CNGTROOTS IF PLANTS ARE CONTAINVN. C THE MTER01 THE — Y Y SCARIFY PLANTING PIT VALIS, MT. 0[LIIGTIEN fCLDGT u OIG HOLE AT LEAST TWICE THE WIDTH DF THE ROOT BALL. TREE PLANTING DETAIL ar E a ROCK CONSTRUCTION ENTRANCE 2�E/14 1/6/ENA TREE PROTECTION FENCING z m `0 ~ 7 u C I T Y O F I AN STANDARD DRAWING No. sruROARNDORpwwG DOVE 6066610 UDOVE SHEET N0. 12/36/00 C 1 O STANDARD ORAWING C I T Y O F NO DOVE 605 STORM SEWER INLET 3/6" CRUSHED ROCK O G a; 0000 0000 18%13 m --fpo ^ T 8^ o HOUSE NUMBER W. D D RADIUS I'SI� i }1• ISd MERWN Y "e °F, ` • sPfeti ee Z 2 ra TO D 1 'Deese o^foo^� 00 0 o v 0 c Is 1/2- HOLES 0" APART 0MISS PLAN1 I h , o :e L1 r _ 1g>ppEitsD M1i EDGE OF ROAD INFILTRATION � E BACK OF CURB SUBORADE 6CRUSHED ROCK OVER STEEL PLATE *lTH AREA z q 1/2- HOLES m m O 0 OOOQF I 'CAUTION' - LOUNDERGROUND MIMES; TASG,E , TELEPHONE. EUVORICU, CME N KEEP OFF r"Eh U� 5 i Y RSO SECTION or SUFRT POST AS POSSIBLE KSW BOX EXTEND AS FAR IN FRONTPo INFILTRATION AREA (-/ 2 R t x OHIS PREXMS POSSIBLE SNOW PLow DAMAGE). 111•✓✓/ NOTES' 1. NI UlmenavN NTrmIMIe. ADDRESS MUSE BE ON SIDE OF BOX FROM WHEH CARRIER APPROACHES, IN IETEAS ABOUT ME INCH HIM OR OFI FROM MERE BOXES ME GRWPEO, APPROVED DATE OF REV SIGN NUMBER E KEEP OFF arM atllPGUrM. ROCK FILTER FOR STORM SEWER INLET BOX MUST BE LOCATED SO CARRIER ER CSFRYE WIMWf IFANXG VEIOCLE 1/1/11 %3-6a NO SCALE FACE OF MAIL BOX TO TINE UP WIM BACK OF CURB, r. 2 0 °.E �s 1/19/09 3/30/13 ' 3 ♦j % . a ESmg m ST4NDARD DRAWING Si4NBAR0 DRAVING C LDOVE N° `DOVE N° EUA y o 619 614A z w R N W MGN POONCI L.ELNANKINSTIXGv ♦N♦.NOF NLC,S,RIICNxES LKnGEN'LYOVFAFLGN. EIEVA,X116. I7L. FO.acM SLOPe I Row. cEvrtn uxE co 3 ryz WF vEj� U 2S INN, ,p ]S ARESI a` w1 VWERDEMLYDVERNUI IPERGRI➢NchMI , ,..- FWxfDGRACE SNCMCW 4MMICHM F V\ L� aIO CCCZCCC "1 iyy ay RGBFNCW,RRIINMEf131MW.4,EGDRYYII SLONS DRADNGRAN A.ES \EFA LSSS� RII GEND£C,RW 9EECM9wTI8Fm MV IIT WtMWEI ER OQ LPERM{IIYNµ) 1,'iEl l%ILbALI 7N/ \\ L J m� Rid • , • \\ l O CN.MFFFFD FRLI f\ / 3F�'1'RRRMUM �F1gINEEREDFttIJ ♦ \ T�\ ♦ �\ �. NON STRUC,VRu FII ♦/ SUITMLE REMIND SOIL ITYP.I rarEOEEbXLOMIV TmR M -E �S r ROL BLMf1E,aVER MF ouPARED SU...E ULCFF ell s,Rnw.u,EGMYINI SUMABLESEAN SdLITYP.I C Z d � INFILTRATION BASIN SLAB ON GRADE O. �. N.T.S. N.T.S. O E ROW ? N a SEIGCN _ � > O U FM CVT SLOPE N6NEDGMGE G% d ID FNWIEDCAACE SHMO/.M CN GRACNG Q N YO J 9OxOAx CN I 1 CENTAL lF4 () C RMMGMM AINNI yy }S' vAREC SET�LF RO.w. DD FA C a W WINIII, AVM RM LIry LCCE � � 10 � JV Q NTERM LEH,ERUNE FLCVIL GMDE ' L D D E%lDE MONSELECT UN.SVFFCTEG ARIER VMES FINISH SEI f H DD N L C SACMMLL MPTERHLL ry Q TGP9DR MG[IRLJ / �ENGREFAEO FLLJ ~ u y �WLRX i._ / II.,W ¢� El `I.EpSTMRFO EGF NO ' El / `EMCNEEREO N. MD,. S,RUL,LFAL F 9.I.AIYE REu1 V..5dl Iv SHEET NO. f "C" � ' WT XOIE'RFOUREDFORAMLOT9. FNHNOA EECIICN Iq,To 9GLF. SEE=CF`IEETFpLIg VN0UW S S'URASLEBEAFUNGSCEI,YP.1 eS b b C11 SUBGRADE CORRECION FULL BASEMENT N.T.S. N.T.S. QUANTITY KEY I COMMON NAME SCIENTIFICNAME SIZE NOTES TREES 17 BICBLACK CHERRY 5 B BUR OAK ZG BE ROCK ELM 9 RM RED MAPLE 17 PB PAPER BIRCH )QA QURKINGASPEN 13 WS WHITE SPRUCE PRUNUSSEROTINA QUERCUS MACROCARPA ULMUS THOMASI I ACER RUBRUM BETULAPAPYRIFERA POPULUSTREMULOIDES PICEAGLAUCA 13/4'DIA. VHIGH 13/4'DIA. 6'HIGH 13/4' DIA. 6' HIGH 13/4' DIA. 6' HIGH 13/4' DA. 5' HIGH 13/4-DIA.6-HIGH 13/4"MA.6'HIGH STRAIGHT MUNK, NO V -CROTCH STRAIGHTTRUNK,NOV-CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH STRAIGHT TRUNK, NO V -CROTCH 88 TOTAL i I I I I I I I / X Te be Reeaeel TObe Sned To be Planted Omi(en Gordian, Deal.. DiPeela(iel Amount Diametolirl Amount m O SCALE: I', SO' LANDSCAPE REQUIREMENTS: LEGEND: Ze OPROPOSED TURF ESTABLISHMENT Rid 0 0006 PROPoSED DECIDUOUS TREE ' r - PROPOSED CONIFEROUS TREE - NiERtlnBale Villa Teen Pne ervAlen Table }/ Te be Reeaeel TObe Sned To be Planted Omi(en Gordian, Deal.. DiPeela(iel Amount Diametolirl Amount Diameter In Amount M LANDSCAPE REQUIREMENTS: i Ze 13/4 13 84 8 6 1615 6 PER CITY OF ANDOVER ZONING ORDINANCE: u ma IS m15 T�I 3050 I ALL LANDSCAPING INCORPORATED IN SND PLAN SMALL CONFORM TO THE I y^ x A 1 5� 4'+• WS I 0 "I Total 29 FOLLOWING STANDARDS AND CRITERIA'. 43 T .TAE ��» ^� tyg \ I •-!� d Dedduous Decidua., K I Dlameter In Amount LYamela In Amount Naria.10.1 Am0u0t S-6 34 3.6 A. ALL PLANTS MUST AT LEAST EQUAL THE FOLLOWING MINIMUM SIZE: - �. 'fiat svHRE VRrvAcrYt.0 8L9OEOF - 1..a OR NELNEI JAB-\ IT l 1dC 8 mIS 47 I POTTEOd1ARE ROOT I ,e5 m39 a8 ALBN OR BALLEDb BURIAPPEp a I ` 19 6690 DECIDUOUS NEES 1 U4 INCH DIAMETER. 6 FEET HIGH I I f"' _ "�— , .. as :! 'AP `� t•I RNfEW ERNL r.WW4E'. 2 A Total EVERGREEN TREES 1 3PI-1NCH DIAMETER, 6 FEET HIGH I ...,�• py f vAF Y / Tend 75 Addltltnal Da. Aroa � Area• 0751 sqN e 1`O /' T '✓ I �� -` , r " — I `\ �� B. PROVIDE FOUR INCHES OF TOPSOIL (BLACK DIRT) AND SOD W AU- LL �� a 1W 1W T I ! / N BOULEVARDS PRIOR TO MCIRSVING A DO(CERTIFICA EOF OCCUPANCY) 1: a a IPo VF / C TMERESH MFWRINCHESOFTOPWILAPPLIEOANDTHELOTSHALL BE JS I aA�W SODDED OR PROFESSIONALLY SEEDED FROM THE BOULEVARD EDGE TO p \ THE FEAR WALL THE HOUSE. THIS SHOULD BE COMPLETED PRIOR TO / ✓ r I \ Il' CEIVING A C0OF _ — . Ir 11 D. SEE THE TREE PLANTING DETAIL ^, J. �• ~ •\ (I� I'll I (SEE CITY ORDINANCE FOR FULL REQUIREMENTS) I `� m1ERSEC1AeN •^ — - IMt 10 LANDSCAPE NOTES: _ A JAB `\� f. ALLAREAS CONSTRUCTION SHALL BE E yy i p flEMNDVEGETATEDASS0RASPOnIBUEIWT.1lnEi I ISHEDAREASSHALL SEEDED AND MULCHED WRMWI DAYS AFTER FINISHED GRADING ISCOMPLETED IN ACCORDANCE TOMRADOT ZS)5./C� P�LANTI Z. CONSIST I'I CONSISTING OF SELECT LOAAW TOPSOIL, PEAT .SS%PIT RUN SAND. — 3. ALL DISTURBEDAREAS SBREVEGEH MNJDDT H SEED MIX, MULCHED. & DIM ANCHORED. MR THE FOLLOWING :DISTURBED SCHEDULE 2 SEED MIX 25-131, MUVAC. MULCH TYPE 3: STONSIAC. taL _ JP a. SEE DETAIL 8098 FOR TREE PLAN9NG DETNL, 71114. NiERtlnBale Villa Teen Pne ervAlen Table }/ Te be Reeaeel TObe Sned To be Planted Omi(en Gordian, Deal.. DiPeela(iel Amount Diametolirl Amount Diameter In Amount M 3 i Ze 13/4 13 84 8 6 1615 6 ]615 u ma IS m15 4 3050 I 3650 I 6690 D 66 0 Total 29 T.Lal 43 Total 13 Dedduous Decidua., Societe., Dlameter In Amount LYamela In Amount Naria.10.1 Am0u0t S-6 34 3.6 n 13/4 75 8 IT 6 8 mIS 47 1615 30 m39 a8 ALBN 36504 3D 19 6690 u ID 0 Total 1116 Total SO Tend 75 Addltltnal Da. Aroa Additional Dene Area Area• 0751 sqN Area. 31801 ig It bj2 SG 3. 3sew �s i 544iT, i �l5 m e p XBom EEEE 3.N H 9 z a OU 1n z w vi § 0 W aQ 1 O Q� a 00 Q m c m 47 s SHEET NO. C12