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04.05.2016 City Council Meeting Packet
MEDINA AGENDA FOR THE REGULAR MEETING OF THE MEDINA CITY COUNCIL Tuesday, April 5, 2016 7:00 P.M. Medina City Hall 2052 County Road 24 Meeting Rules of Conduct: • Fill out and turn in white comment card • Give name and address • Indicate if representing a group • Limit remarks to 3-5 minutes I. CALL TO ORDER II. PLEDGE OF ALLEGIANCE III. ADDITIONS TO THE AGENDA IV. APPROVAL OF MINUTES A. Minutes of the March 15, 2016 Special Council Meeting B. Minutes of the March 15, 2016 Regular Council Meeting C. Medina City Council Noticed Meeting of March 24, 2016 at 8 a.m. D. Minutes of the 9:30 a.m. March 24, 2016 Special Council Meeting V. CONSENT AGENDA A. Approve Wetland Replacement Plan for the Wealshire of Medina B. Adopt 11.00 Social Media Policy C. Amend 8.30 Technology Policy D. Authorize Sale of 2001 Chevrolet Pickup Truck E. Authorize Investment Officers for Morgan Stanley F. Resolution Designating Sioux Drive as a Municipal State Aid Street G. Resolution Accepting Bids and Awarding the Contract for the Sioux Drive Turn Lane Improvement Project H. Resolution to Partner with Other Intergovernmental Agencies to Pursue and Show Support in the Pursuit of Grants to Improve Water Quality in the Long Lake Creek Subwatershed VI. COMMENTS A. From Citizens on Items Not on the Agenda B. Park Commission C. Planning Commission VII. PRESENTATIONS A. Fire Department Annual Reports VIII. NEW BUSINESS A. Deerhill Preserve (formerly Stonegate) CD-PUD Final Plat; Right -of -Way Vacation — Public Hearing B. Connection Fee Reduction Request for Proposed Wealshire Project C. Fuel Tank Lease at 600 Clydesdale Trail IX. OLD BUSINESS A. City Hall Lower Level Remodel Plans and Specifications 1. Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for Medina City Hall Lower Level Improvements X. CITY ADMINISTRATOR REPORT XI. MAYOR & CITY COUNCIL REPORTS XII. APPROVAL TO PAY BILLS XIII. ADJOURN Posted 4/1 /2016 Page 1 of 1 MEMORANDUM TO: Medina City Council FROM: Scott Johnson, City Administrator DATE OF REPORT: March 31, 2016 DATE OF MEETING: April 5, 2016 SUBJECT: City Council Meeting Report V. CONSENT AGENDA A. Approve Wetland Replacement Plan for the Wealshire of Medina — WSB & Associates have prepared the attached wetland replacement plan recommendation for the Wealshire of Medina. Staff recommends approval. See attached memo. B. Adopt 11.00 Social Media Policy — Staff recommends approval of the social media policy and authorization to implement a locked down Facebook page. See attached memo and policy. C. Amend 8.30 Technology Policy — Minor changes have been made to the City's technology policy to add social media as a type of technology and delete some obsolete items. The policy also provides additional requirements to ensure secure passwords. Staff recommends approval of the amendment to 8.30 Technology Policy. See attached policy. D. Authorize Sale of 2001 Chevrolet Pickup Truck — The department has replaced this pickup truck and is now requesting authorization to sell the old 2001 Chevrolet Pickup Truck. Staff recommends approval. See attached memo. E. Authorize Investment Officers for Morgan Stanley — Staff recommends approval of City Administrator Scott Johnson and Finance Director Erin Barnhart as authorized officers for Morgan Stanley. See attached memo. F. Resolution Designating Sioux Drive as a Municipal State Aid Street — The City Council discussed this item at the February 16, 2016 City Council meeting and directed staff to prepare the attached resolution designating Sioux Drive as a Municipal State Aid Street. Staff recommends approval. See attached resolution. G. Resolution Accepting Bids and Awarding the Contract for the Sioux Drive Turn Lane Improvement Project — Eight bids were received on the project. The low bid came in at approximately 19% below the engineer's estimate of $168,409.31. Staff recommends accepting the low bid and awarding the contract to C&L Excavating, Inc. for the Sioux Drive Turn Lane Improvement Project in the amount of $136,501.61. See attached memo and resolution. H. Resolution to Partner with Other Intergovernmental Agencies to Pursue and Show Support in the Pursuit of Grants to Improve Water Quality in the Long Lake Creek Subwatershed — Approval of this resolution will allow City Staff to provide a submission to the FY 2018-2019 BWSR (MN Board of Water and Soil Resources) budget request to the legislature. Staff recommends approval. See attached memo and resolution. VII. PRESENTATIONS A. Fire Department Annual Reports — Hamel, Long Lake, Loretto and Maple Plain Fire Departments will be providing the City Council with their Annual Reports at the meeting. No attachments. VIII. NEW BUSINESS A. Deerhill Preserve Final Plat and ROW Vacation —Public Hearing — On October 6, 2015, the City Council granted preliminary approval to Property Resources Development Corporation for the Stonegate Conservation Design -Planned Unit Development (CD- PUD). The applicant has now requested final approval of the plat. The applicant proposes to develop the property in phases, with this initial plat including 10 of the single family lots on the northeast portion of the site. The Developer has also requested that the City vacate much of the right-of-way which they believe exists on their property for Deerhill Road which is located along the section line. The section line bisects some of their lots as well as some of the conservation areas. See attached memo and resolution. Recommended Motion: A motion to direct staff to prepare a resolution granting final plat approval subject to the conditions noted in the staff report and to finalize the Development Agreement by and between the City of Medina and Property Resources Development Corporation. B. Connection Fee Reduction Request for Proposed Wealshire Project — On March 10, 2016, staff received a letter from Thomas A. Wiskow, President/CEO of Wealshire. Mr. Wiskow is requesting City Council review of the SAC/WAC fees of $181,650 for their proposed 84 room memory care facility. Mr. Wiskow is also requesting the City of Medina fees be paid in 5 equal payments over a 5-year period. Staff supports the fees being paid in 5 equal payments, but does not support any changes to the SAC/WAC charges until the analysis can be based on the updated Comprehensive Plan. 2 See attached report. Possible Motion: A motion to approve language changes to 21.00 Economic Development Fee Deferral Program to allow for payment over 5 years for projects over 10 units or $90,000 in SAC/WAC fees. C. Fuel Tank Lease at 600 Clydesdale Trail — Public Works and Police have been weighing options over the past year on the relocation of the fuel dispensing system to 600 Clydesdale Trail. It is not feasible to move the existing underground tanks from the City Ha11 site nor does the City want to monitor fuel on both sites. Staff recommends changing to an above ground system at 600 Clydesdale Trail and partnering with Beaudry Oil to supply the equipment. Staff also recommends budgeting to decommission the old tanks in 2017. See attached memo and proposal. Recommended Motion: A motion to direct staff to hook up emergency power to the new pumps at a cost of $2, 000.00 and enter into an agreement with Beaudry oil using the no cost option #2 of the attached proposal. IX. OLD BUSINESS A. City Hall Basement Remodel Plans and Specifications — Staff is requesting approval of the plans, specifications, and the renovation drawings for remodeling the lower level area at City Hall. Much of the project cost involves providing badly needed restrooms, a break area, and meeting space. The space vacated upstairs by Planning, Building, and Public Works will be utilized by the Finance Department. The proposed plans will accommodate future space needs for the City. See attached memo and resolution. Recommended Motion: Adopt Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for Medina City Hall Lower Level Improvements. XII. APPROVAL TO PAY BILLS Recommended Motion: Motion to approve the bills, EFT 003584E-003608E for $63,568.91, order check numbers 44121-44188 for $265,554.86, and payroll EFT 507047-507072 for $46, 048.25. INFORMATION PACKET • Planning Department Update • Police Department Update • Public Works Department Update • Claims List 3 MEDINA CITY COUNCIL SPECIAL MEETING MINUTES OF MARCH 15, 2016 The City Council of Medina, Minnesota met in special session on March 15, 2016 at 6:00 p.m. at the Medina City Hall, 2052 County Road 24, Medina, MN. I. Call to Order Members present: Anderson, Cousineau, Pederson, Martin, and Mitchell Members absent: Also present: City Administrator Scott Johnson, City Planner Dusty Finke, Assistant City Administrator/City Clerk Jodi Gallup and Public Safety Director Ed Belland II. Social Media Policy Assistant City Administrator/City Clerk Jodi Gallup provided information on social media and starting a Facebook page for Medina. The City Council directed staff to reduce the proposed policy, "lock -down" the page to start, have the Facebook page work in tandem with the current website, and provide information on the staff time commitment to this project. III. Alliance for Innovation Assistant City Administrator/City Clerk Jodi Gallup provided information on the Alliance and the possible costs to join the organization. She also discussed the possibility of sending a staff member and council member to the combined Alliance for Innovation and League of Minnesota Cities conference this summer Council directed staff to move forward with sending representative(s) to the conference this summer to determine if Medina should join the Alliance for Innovation. IV. Mediacom Buildout Map City Planner Dusty Finke provided an update on the ongoing discussions with Mediacom regarding the 2016 buildout. Council reviewed the information and determined the proposal from Mediacom does not comply with the updated Franchise Ordinance. Staff was directed to address the missing drops and maximize the households served through the shared miles with Mediacom. Adjournment Mitchell closed the meeting at 6.•56p.m. Bob Mitchell, Mayor Attest: Jodi M. Gallup, City Clerk Medina City Council Special Meeting Minutes 1 March 15, 2016 DRAFT 2 3 MEDINA CITY COUNCIL MEETING MINUTES OF MARCH 15, 2016 4 5 The City Council of Medina, Minnesota met in regular session on March 15, 2016 at 7:00 6 p.m. in the City Hall Chambers. Mayor Mitchell presided. 7 8 I. ROLL CALL 9 10 Members present: Anderson, Cousineau, Pederson, Martin, and Mitchell. 11 12 Members absent: None. 13 14 Also present: City Administrator Scott Johnson, City Attorney Ron Batty, City Engineer 15 Tom Kellogg, City Planner Dusty Finke, Public Works Director Steve Scherer, and Public 16 Safety Director Ed Belland. 17 18 II. PLEDGE OF ALLEGIANCE (7:00 p.m.) 19 20 III. ADDITIONS TO THE AGENDA (7:00 p.m.) 21 The agenda was approved as presented. 22 23 IV. APPROVAL OF MINUTES (7:00 p.m.) 24 25 A. Approval of the March 2, 2016 Regular City Council Meeting Minutes 26 It was noted on page two, line 46, it should state, "...development related charges for 27 Medina." On page three, line 43, it should state, "...extend the property line of the parcel 28 the City may purchase." On page four, line seven, it should state, "statement in the 29 report asking what that the public interest may would be better served..." 30 31 Moved by Cousineau, seconded by Pederson, to approve the March 2, 2016 regular City 32 Council meeting minutes as amended. Motion passed unanimously. 33 34 V. CONSENT AGENDA (7:03 p.m.) 35 36 A. Approve American Legion Consumption and Display Liquor License 37 B. Approve 2016 Road Material and Equipment Bids 38 C. Approve 2015 Annual Report 39 D. Approve Contract for Services between the city of Medina and Metropolitan 40 Consortium of Community Developers for the Open to Business Program 41 E. Appoint Lisa Cole to the Park Commission 42 F. Resolution No. 2016-18 Accepting Donation from the Hamel Lions Club 43 G. Resolution No. 2016-19 Granting Extension of Time to File the Plat of 44 Bradford Creek Addition; Amending Resolution No. 2016-04 45 H. Resolution No. 2016-20 Granting Extension of Time to File the Plat of 46 Willow Manor; Amending Resolution No. 2015-77 47 I. Release of Letters of Credit — US Home Corporation — Enclave at Medina, 48 Enclave at Medina 2nd Addition, Enclave at Medina 5th Addition 49 J. Resolution No. 2016-21 Accepting Utility Improvements within Villas at 50 Medina Country Club Medina City Council Meeting Minutes 1 March 15, 2016 1 K. Resolution No. 2016-22 Accepting Watermain Improvements within Medina 2 Townhomes Project 3 Moved by Pederson, seconded by Cousineau, to approve the consent agenda. Motion 4 passed unanimously. 5 6 VI. COMMENTS (7:04 p.m.) 7 8 A. Comments from Citizens on Items not on the Agenda 9 There were none. 10 11 B. Park Commission 12 Scherer provided an update on the recent activity of the Park Commission noting that 13 staff has been working on the Arrowhead Drive Trail. 14 15 C. Planning Commission 16 Planning Commissioner R. Reid reported that the Planning Commission met on March 17 8th to consider an Ordinance amendment regarding approved exterior materials for 18 Uptown Hamel, specifically the addition of cement fiber board siding. She noted that 19 there were no public comments received and the Commission recommended approval of 20 the amendment to the Ordinance. She stated that the Commission also considered a 21 revised Site Plan for Wealshire of Medina, which replaces the underground parking with 22 at grade parking and proposed that the fire lane be constructed with gravel rather than 23 bituminous. She stated that the Commission recommended approval of the request with 24 an additional condition regarding additional screening. She noted that the Commission 25 also received an update on the progress of the Comprehensive Plan process and the 26 Commission reached consensus to support the goals as proposed but would like to see 27 additional revision of the language used in the vision and mission statements. 28 29 Martin stated that she would like to receive a copy of the Planning Commission Minutes 30 from the meeting for the Steering Committee. She asked and received confirmation that 31 the Planning Commission would not like to see additional big box retail. She noted that 32 the Committee also believes additional revision is needed for the vision statement and 33 advised that the Committee will continue to work on that aspect during this process. 34 35 VII. NEW BUSINESS 36 37 A. Arrowhead Drive Trail Extension Project (7:10 p.m.) 38 Johnson stated that staff has developed a report for the trail extension which will connect 39 from Bridgewater down to Meander and is a key component to providing the Bridgewater 40 residents with access to The Park at Fields of Medina. 41 42 Scherer stated that the proposed trail is approximately 3,000 feet from Bridgewater Road 43 to Meander Road. He noted that this segment was identified as a priority and therefore 44 was moved up one year on the Capital Improvement Plan. He stated that the estimated 45 cost, developed last fall, has been updated and noted that staff is proposing to move 46 forward. 47 48 Anderson asked for a rough estimate on what the wetland mitigation costs may be. 49 50 Kellogg stated that the wetland impact at this time appears to be about .05 acres, with a 51 mitigation rate of two to one, would be a total mitigation of one acre. He noted that the Medina City Council Meeting Minutes 2 March 15, 2016 1 City would most likely purchase credits from the wetland bank, which has a cost of $2 to 2 $3 per square foot, and with the additional administrative costs from the Board of Soil 3 and Water Resources (BWSR), and would then be a cost of $10,000 to $15,000. 4 5 Pederson stated that typically the City would wait for land to develop and the developer 6 would fund the improvement. He recognized that there are park funds but was unsure 7 why the City would be funding the improvement. He noted that this would simply provide 8 the connection to Meander, which does not have a trail. 9 10 Scherer stated that the stretch of roadway is heavily traveled by pedestrians from 11 Bridgewater and OSI. He noted that Meander does have a designated wide shoulder 12 and therefore this would provide a necessary connection. 13 14 Finke explained that this project will also help to provide information for the Capital 15 Improvement Plan process as this will provide an actual trail cost for a trail plan that may 16 be overly ambitious. 17 18 1. Resolution No. 2016-23 Approving the Plans and Specifications 19 and Ordering the Advertisement for Bids 20 Moved by Martin, seconded by Anderson, to adopt resolution no. 2016-23 approving 21 plans and specifications and ordering the advertisement for bids. Motion passed 22 unanimously. 23 24 B. Uptown Hamel Building Materials (7:17 p.m.) 25 Johnson stated that this item is in regard to the use of fiber cement lap siding in Uptown 26 Hamel. He noted that based upon the comments of the Planning Commission and City 27 Council during a recent application review staff has been proactive in bringing forward 28 this amendment. 29 30 Finke stated that this arose during the review of the application for Hamel Brewing. He 31 noted that generally the material is not allowed for commercial development but the 32 Uptown Hamel district is unique and therefore a material similar to wood would be 33 allowed. He noted that fiber cement lap siding was recently approved as an allowable 34 material in the rural business/rural commercial holding district. He noted that the 35 material is becoming more used in commercial settings and noted that the Planning 36 Commission recommended approval as presented. 37 38 Martin noted that perhaps in the future additional materials will emerge and asked if 39 additional language should be added that specifies "with a wood appearance". 40 41 Finke noted that the language can be made more specific. 42 43 1. Ordinance No. 596 Regarding Exterior Building Materials in the 44 Uptown Hamel Zoning Districts; Amending Chapter 8 of the City 45 Code 46 Moved by Anderson, seconded by Martin, to adopt ordinance no. 596 regarding exterior 47 building materials in the Uptown Hamel zoning districts, with the addition of "with a wood 48 appearance". Motion passed unanimously. 49 50 2. Resolution No. 2016-24 Authorizing Publication of Ordinance No. 51 596 by Title and Summary Medina City Council Meeting Minutes 3 March 15, 2016 1 Moved by Martin, seconded by Anderson, to adopt resolution no. 2016-24 authorizing 2 publication of ordinance no. 596 by title and summary. Motion passed unanimously. 3 4 VIII. CITY ADMINISTRATOR REPORT (7:22 p.m.) 5 Johnson stated that Liz Weir provided an update for the Elm Creek Watershed and 6 noted he will forward the information to the City Council. He also provided an update on 7 the progress of renovating the lower level of City Hall. 8 9 IX. MAYOR & CITY COUNCIL REPORTS (7:22 p.m.) 10 Pederson stated that he attended the mayors' meeting at which the Hennepin County 11 Tax Assessor spoke, noting that he will provide the chart that he received for distribution 12 to the Council. He thanked Mitchell for allowing him to attend. 13 14 Mitchell appreciated all the Council members that have attended in his place. He 15 referenced a recent newspaper article in the Star Tribune regarding lost water and 16 commended staff for the use of storm water ponds for irrigation in new housing 17 subdivisions. He stated that he recently heard something on the news in which a list has 18 been created of police officers to be hurt by ISIL. 19 20 Belland noted that the list is being investigated by the FBI, but the list does not include 21 Medina Police Officers. 22 23 X. APPROVAL TO PAY THE BILLS (7:27 p.m.) 24 Moved by Anderson, seconded by Cousineau, to approve the bills, EFT 003564E- 25 003583E for $48,323.79, order check numbers 44070-44120 for $258,498.12, and 26 payroll EFT 507016-507046 for $46,997.58. Motion passed unanimously. 27 28 Xl. ADJOURN 29 Moved by Martin, seconded by Anderson, to adjourn the meeting at 7:28 p.m. Motion 30 passed unanimously. 31 32 33 34 Bob Mitchell, Mayor 35 Attest: 36 37 38 Jodi M. Gallup, City Clerk Medina City Council Meeting Minutes 4 March 15, 2016 �% r S B B u i l d i n g a l e g a c y y o u r l e g a c y . M e m o r a n d u m T o : H o n o r a b l e M a y o r M i t c h e l l a n d M e d i n a C i t y C o u n c i l M e m b e r s F r o m : D u s t i n S i m o n s o n , W S B & A s s o c i a t e s , I n c . C C : D u s t y F i n k e , C i t y o f M e d i n a D a t e : M a r c h 9 , 2 0 1 6 R e : W e a l s h i r e o f M e d i n a W e t l a n d R e p l a c e m e n t P l a n C i t y P r o j e c t N o . W F - 1 5 - 0 6 5 W S B P r o j e c t N o . 0 2 7 1 2 - 7 3 0 7 0 1 X e n i a A v e n u e S o u t h S u i t e 3 0 0 M i n n e a p o l i s , M N 5 5 4 1 6 T e l : 7 6 3 - 5 4 1 - 4 8 0 0 F a x : 7 6 3 - 5 4 1 - 1 7 0 0 T h e W e a l s h i r e o f M e d i n a p r o j e c t w i l l r e s u l t i n a t o t a l o f 1 . 3 9 a c r e s o f w e t l a n d i m p a c t t o a s i n g l e w e t l a n d b a s i n . T h e p r o p o s e d i m p a c t s a r e f r o m t h e c o n s t r u c t i o n o f a 1 7 1 , 3 9 2 s q u a r e - f o o t 1 5 0 - r e s i d e n t m e m o r y c a r e f a c i l i t y . R e p l a c e m e n t i s p r o p o s e d a t a 2 : 1 r a t i o t h r o u g h t h e c r e a t i o n w e t l a n d a n d r e s t o r a t i o n o f u p l a n d b u f f e r . S p e c i f i c a l l y , m i t i g a t i o n w i l l i n c l u d e 1 . 8 8 a c r e s o f c r e a t e d T y p e 2 w e t l a n d , 1 . 4 7 a c r e s o f c r e a t e d T y p e 3 w e t l a n d , a n d 1 . 6 3 a c r e s o f r e s t o r e d u p l a n d b u f f e r . I n t o t a l , m i t i g a t i o n e f f o r t s w i l l c r e a t e 4 . 9 8 a c r e s o f o n s i t e m i t i g a t i o n w h i c h r e s u l t s i n 2 . 9 2 a c r e s o f w e t l a n d m i t i g a t i o n c r e d i t . T h e a p p l i c a t i o n w a s n o t i c e d t o t h e W e t l a n d C o n s e r v a t i o n A c t T e c h n i c a l E v a l u a t i o n P a n e l ( T E P ) o n J a n u a r y 1 8 , 2 0 1 6 . C o m m e n t s w e r e a l l o w e d u n t i l F e b r u a r y 2 6 , 2 0 1 6 . N o c o m m e n t s w e r e r e c e i v e d d u r i n g t h i s t i m e . A T E P m e e t i n g w a s h e l d o n F e b r u a r y 8 , 2 0 1 6 t o d i s c u s s t h e p r o j e c t . A T E P F i n d i n g s o f F a c t d o c u m e n t , w h i c h s u m m a r i z e d t h e f i n d i n g s o f t h e T E P m e e t i n g , w a s i s s u e d o n F e b r u a r y 2 6 , 2 0 1 6 . O v e r a l l , t h e T E P r e c o m m e n d e d a p p r o v a l o f t h e r e p l a c e m e n t p l a n . F i n a n c i a l A s s u r a n c e i s n e e d e d s i n c e w e t l a n d r e p l a c e m e n t i s n o t i n - a d v a n c e o f w e t l a n d i m p a c t s . $ 1 9 1 , 6 4 0 . 0 0 h a s b e e n c a l c u l a t e d a n d 1 5 0 % t o b e t h e a m o u n t n e e d e d t o c o m p l e t e t h e o n - s i t e m i t i g a t i o n . I t i s r e c o m m e n d e d t h a t t h i s a m o u n t b e o b t a i n e d f r o m t h e a p p l i c a n t p r i o r t o w e t l a n d i m p a c t s . O n b e h a l f o f t h e C i t y o f M e d i n a , L o c a l G o v e r n m e n t U n i t f o r t h e W e t l a n d C o n s e r v a t i o n A c t , I r e c o m m e n d t h a t t h e C i t y C o u n c i l a p p r o v e s t h e r e p l a c e m e n t p l a n f o r t h e W e a l s h i r e o f M e d i n a p r o j e c t . A N o t i c e o f D e c i s i o n i s a t t a c h e d f o r r e v i e w . A t t a c h e d M e e t i n g M i n u t e s M e m o N o t i c e o f D e c i s i o n E q u a l O p p o r t u n i t y E m p l o y e r w s b e n g . c o m K : \ 0 2 7 1 2 - 7 3 0 \ A d m i n \ D o c s \ 0 2 7 1 2 - 7 3 0 - M e m o - M e d i n a M a y o r & C C - N O D - D r a f . d o c o �% r S B B u i l d i n g a l e g a c y y o u r l e g a c y . M e m o r a n d u m T o : B e n M e y e r , B o a r d o f W a t e r a n d S o i l R e s o u r c e s S t a c e y L i j e w s k i , H e n n e p i n C o u n t y M e l i s s a J e n n y , U S A r m y C o r p s o f E n g i n e e r s D u s t y F i n k e , C i t y o f M e d i n a M a t t V o l l b r e c h t , W e s t w o o d F r o m : D u s t i n S i m o n s o n , W S B & A s s o c i a t e s , I n c . D a t e : F e b r u a r y 2 5 , 2 0 1 6 R e : W e a l s h i r e o f M e d i n a T E P M e e t i n g M i n u t e s C i t y P r o j e c t N o . W F - 1 5 - 0 6 5 W S B P r o j e c t N o . 0 2 7 1 2 - 7 3 0 7 0 1 X e n i a A v e n u e S o u t h S u i t e 3 0 0 M i n n e a p o l i s , M N 5 5 4 1 6 T e l : 7 6 3 - 5 4 1 - 4 8 0 0 F a x : 7 6 3 - 5 4 1 - 1 7 0 0 A T E P m e e t i n g w a s h e l d o n F e b r u a r y 8 , 2 0 1 6 t o d i s c u s s t h e r e p l a c e m e n t p l a n f o r t h e W e a l s h i r e o f M e d i n a p r o j e c t . I n a t t e n d a n c e a t t h e m e e t i n g w e r e B e n M e y e r ( B W S R ) , S t a c e y L i j e w s k i ( H e n n e p i n C o u n t y ) , M e l i s s a J e n n y ( A C O E ) , D u s t i n S i m o n s o n ( W S B ) , D u s t y F i n k e ( C i t y o f M e d i n a ) , a n d M a t t V o l l b r e c h t ( W e s t w o o d , o n b e h a l f o f t h e a p p l i c a n t ) . B e l o w i s a s u m m a r y o f t h e m e e t i n g m i n u t e s . 1 . M a t t V o l l b r e c h t ( W e s t w o o d ) g a v e a p r o j e c t o v e r v i e w d e t a i l i n g t h e n e e d f o r t h i s d e v e l o p m e n t a n d u l t i m a t e r e p l a c e m e n t p l a n . T h e p r o p o s e d W e a l s h i r e p r o j e c t n e e d s t o b e s i n g l e l e v e l b u i l d i n g w i t h n o s t e p s i n s i d e o r o u t s i d e f o r t h e s a f e t y o f t h e i r c l i e n t s . Z o n i n g i s d i f f i c u l t s i n c e i t i s a r e s i d e n t i a l b u i l d i n g w i t h m e d i c a l n e e d s . R o a d s p e e d r e q u i r e m e n t s t h a t u l t i m a t e l y p r o t e c t t h e s a f e t y o f t h e p a t i e n t s r e s u l t i n a n a r r o w p o o l o f a v a i l a b l e l o c a t i o n s . I n a d d i t i o n , t h e b u i l d i n g n e e d s t o b e e a s i l y a c c e s s i b l e f o r v i s i t i n g f a m i l i e s . 2 . O f f s i t e a l t e r n a t i v e s w e r e c o n s i d e r e d . " W o o d b u r y A s i t e i n W o o d b u r y w a s c o n s i d e r e d b u t w o u l d h a v e r e s u l t e d i n m o r e w e t l a n d i m p a c t a l o n g w i t h t h e i m p a c t b e i n g t o h i g h e r q u a l i t y w e t l a n d s . D u e t o t h i s t h e s i t e w a s r e j e c t e d . " L o n g L a k e s h a l l o w g r o u n d w a t e r c a u s e d t h e s i t e t o n o t b e s u i t a b l e f o r c o n s t r u c t i o n . I n a d d i t i o n , t h e r e w e r e m o r e w e t l a n d s p r e s e n t . T h e s i t e w a s r e j e c t e d f o r t h e s e r e a s o n s . " E x c e l s i o r A s i t e w a s c o n s i d e r e d t h a t w o u l d h a v e i n v o l v e d r e d e v e l o p m e n t o f a n o l d c l i n i c . I n o r d e r t o m a k e t h e s i t e m e e t t h e n e e d s o f t h e d e v e l o p m e n t , t h e d e v e l o p e r w o u l d n e e d t o a d d a d d i t i o n a l a r e a t o t h e b u i l d i n g w h i c h w o u l d h a v e o c c u r r e d w i t h i n s h o r e l a n d a n d w o u l d h a v e c r e a t e d m o r e w e t l a n d i m p a c t s . E q u a l O p p o r t u n i t y E m p l o y e r w s b e n g . c o m K : \ 0 2 7 1 2 - 7 3 0 \ A d m i n \ D o c s \ 0 2 7 1 2 - 7 3 0 - M e d i n a T E P m e e t i n g W e a l s h i r e p l a c e . d o c o Technical Evaluation Panel February 25, 2016 Page 2 • All off site areas investigated were determined to not be feasible and would have resulted in more wetland impact to higher quality wetlands. 3. The developer plans on putting in a water control structure on the west end of the project where stormwater runs to a culvert to be able to divert more water to the created wetlands to create a Type 2/3 mix. 4. The created wetland will have a maximum depth of three feet. The mitigation will create 4.98 acres of mitigation (2.92 acres of replacement credit) on site along with restoring current wetland (not looking for wetland credit for restored, only created) to help reduce the risk of reed canary grass invading the mitigation area. 5. TEP is in agreement that onsite mitigation makes sense given the parameters of the project and the location of other wetlands. 6. Once grading is completed a TEP meeting will be conducted on site before seeding to make sure the site meets permit requirements. The standard 5 year monitoring period will be initiated to meet performance standards of 80/20 native species. These minutes represent our understanding of the discussion and outcomes of the meeting. If you would like to request any revisions to these minutes, please contact me within 7 days. Minnesota Wetland Conservation Act Notice of Decision Local Government Unit (LGU) City of Medina Address 2052 County Road 24, Medina, MN 55340 1. PROJECT INFORMATION Applicant Name Project Name Date of Application Application Wealshire, LLC 10601 Lyndale Avenue South, Bloomington, MN 55420 952-345-1900 twiskow@gmail.com Wealshire of Medina January 15, 2016 Number WF-15-065 (2712-730) A Attach site locator map. Type of Decision: ❑ Wetland Boundary or Type ❑ No -Loss ® Replacement Plan ❑ Exemption ❑ Banking Plan ❑ Sequencing Technical Evaluation Panel Findings and Recommendation (if any): ® Approve ❑ Approve with conditions ❑ Deny Summary (or attach): A TEP meeting was held on February 8, 2016. At the end of the meeting the TEP was in agreement with the replacement plan. 2. LOCAL GOVERNMENT UNIT DECISION Date of Decision: 4/05/16 ® Approved ❑ Approved with conditions (include below) ❑ Denied LGU Findings and Conclusions (attach additional sheets as necessary): Wealshire, LLC has applied for a replacement plan for the wetland impacts associated with the Wealshire of Medina project located northwest of the intersection of Chippewa Road and Mohawk Drive in Medina (E 1/4 of NW 1/4, Section, 3 T 118N, R23W; Hennepin County). The Wealshire of Medina development is a proposed 150-resident memory care facility that results in 1.39 acres of wetland impacts to a single wetland. Wetland impacts are proposed to be mitigated for at a 2:1 ratio through onsite mitigation. Mitigation consists of 1.63 acres of upland buffer, 1.47 acres of Type 2 wetland creation, and 1.88 acres of Type 3 wetland creation resulting in a total of 4.98 acres of onsite mitigation. Overall, this results in 2.92 acres of wetland replacement credit. The City will require financial assurance in the amount of $191,640.00 until the requirements of the replacement plan are met. BWSR Forms 7-1-10 Page 1 of 3 For Replacement Plans using credits from the State Wetland Bank: Bank Account # Bank Service Area County Credits Approved for Withdrawal (sq. ft. or nearest .01 acre) Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the approval of a Wetland Replacement Plan is conditional upon the following: ® Financial Assurance: For project -specific replacement that is not in -advance, a financial assurance specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522, Subp. 9 (List amount and type in LGU Findings). ® Deed Recording: For project -specific replacement, evidence must be provided to the LGU that the BWSR "Declaration of Restrictions and Covenants" and "Consent to Replacement Wetland" forms have been filed with the county recorder's office in which the replacement wetland is located. ❑ Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has withdrawn the credits from the state wetland bank as specified in the approved replacement plan. Wetlands may not be impacted until all applicable conditions have been met! LGU Authorized Signature: Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as specified above. If additional details on the decision exist, they have been provided to the landowner and are available from the LGU upon request. Name Dustin Simonson Title Environmental Scientist Signature Date 4/05/16 Phone Number and E-mail 763-270-3475 diimonson@wsbeng.com THIS DECISION ONLY APPLIES TO THE MINNESOTA WETLAND CONSERVATION ACT. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. Applicants proceed at their own risk if work authorized by this decision is started before the time period for appeal (30 days) has expired. If this decision is reversed or revised under appeal, the applicant may be responsible for restoring or replacing all wetland impacts. This decision is valid for three years from the date of decision unless a longer period is advised by the TEP and specified in this notice of decision. 3. APPEAL OF THIS DECISION Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal, including applicable fee, within thirty (30) calendar days of the date of the mailing of this Notice to the following as indicated: Check one: ® Appeal of an LGU staff decision. Send petition and $500 fee (if applicable) to: City of Medina 2052 County Road 24 Medina, MN 55340 ® Appeal of LGU governing body decision. Send petition and $500 filing fee to: Executive Director Minnesota Board of Water and Soil Resources 520 Lafayette Road North BWSR Forms 7-1-10 Page 2 of 3 St. Paul, MN 55155 4. LIST OF ADDRESSEES ® SWCD TEP member: Stacey Lijewski, stacy.lijewski@co.hennepin.mn.us ® BWSR TEP member: Ben Meyer, Ben.Meyer@state.mn.us ❑ LGU TEP member (if different than LGU Contact): ® DNR TEP member: Leslie Parris, Leslie.Parris@state.mn.us n DNR Regional Office (if different than DNR TEP member) ® WD or WMO (if applicable): Jim Kujawa, Jamew.Kujawa@co.hennepin.mn.us ® Applicant and Landowner (if different) Wealshire, LLC, twiskow@gmail.com ® Members of the public who requested notice: Matt Vollbrecht, mattvollbrecht@westwoodps.com Dusty Finke, Dusty.Finke@ci.medina.mn.us ® Corps of Engineers Project Manager: Melissa Jenny, Melissa.M.Jenny@usace.army.mil ❑ BWSR Wetland Bank Coordinator (wetland bank plan decisions only) 5. MAILING INFORMATION ➢For a list of BWSR TEP representatives: www.bwsr.state.mn.us/aboutbwsr/workareas/WCA_areas.pdf ➢For a list of DNR TEP representatives: www.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf ➢Department of Natural Resources Regional Offices: NW Region: NE Region: Central Region: Southern Region: Reg. Env. Assess. Ecol. Div. Ecol. Resources 2115 Birchmont Beach Rd. NE Bemidji, MN 56601 Reg. Env. Assess. Ecol. Div. Ecol. Resources 1201 E. Hwy. 2 Grand Rapids, MN 55744 Reg. Env. Assess. Ecol. Div. Ecol. Resources 1200 Warner Road St. Paul, MN 55106 Reg. Env. Assess. Ecol. Div. Ecol. Resources 261 Hwy. 15 South New Ulm, MN 56073 For a map of DNR Administrative Regions, see: http://files.dnr.state.mn.us/aboutdnr/dnr regions.pdf ➢For a list of Corps of Project Managers: www.mvp.usace.army.mil/regulatory/default.asp?pageid=687 or send to: US Army Corps of Engineers St. Paul District, ATTN: OP-R 180 Fifth St. East, Suite 700 St. Paul, MN 55101-1678 ➢For Wetland Bank Plan applications, also send a copy of the application to: Minnesota Board of Water and Soil Resources Wetland Bank Coordinator 520 Lafayette Road North St. Paul, MN 55155 6. ATTACHMENTS In addition to the site locator map, list any other attachments: El El El El El BWSR Forms 7-1-10 Page 3 of 3 Map Document: P: \ 0004724.00 \ GIS \ cavanaugh joc_01A.mxd 11/17/2014 1:59:52 PM © 2014 Westwood Professional Services, Inc - ,, ,._1 , / -- so ,.., . ,, / - _ _ _ --3-'-'"•• -1-... ' - .• '.I - „.' ' ,"'/'' ,../..'- §2'. • - i E,OE 2.,..,_, : - ... • ..-- ! (II \ ,1 r ‘,..... . -. „. .." 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Lbws Eden Prnioa, MN 55341 N PHONE P52417.5150 Fil.% 252-937-S8U Feet USGS TOLL FREE 1 -858-937-St SO Westwood wweswertwoodsozom A 0 1,500 Site Property Medina, Location Topography Minnesota & EXHIBIT 1 Agenda Items 5B & 5C MEMORANDUM TO: Medina City Council through City Administrator Scott Johnson FROM: Jodi Gallup, Assistant City Administrator DATE: March 29, 2016 MEETING DATE: April 5, 2016 SUBJECT: Social Media & Technology Policies The City Council reviewed the draft Social Media policy and amendments to the technology policy at the March 15t' work session. The City Council directed staff to reduce the proposed Social Media policy, "lock -down" the Facebook page to start, have the Facebook page work in tandem with the current website, and provide information on the staff time commitment to this proj ect. After the adoption of the Social Media policy, staff plans to implement a "locked -down" City of Medina Facebook page, which means that the page will not allow comments or citizen interaction. This will reduce the amount of staff time needed to manage the page because staff will not have to monitor comments or respond to questions on the page. Staff anticipates it taking 30 minutes to an hour per week (depending on the volume of information each week) to operate the Facebook page. The City of Medina's website and the Medina Message newsletter will remain as the main two sources of news for our residents, but the Facebook page will allow us to reach a new larger audience by posting information with links back to our website with the full story. The Facebook page will also provide a way to reach residents instantly with notices on road closures, watermain breaks, weather alerts, crime alerts, and other timely items. Staff recommends adopting the full policy that was presented at the work session, which includes detailed language on our comment policy, even though we do not plan to allow comments at this time. Staff recommends adopting the full policy so that the comment policy language is in place for if and when in the future the City Council would want to allow comments. Adopting the full policy now will save staff and council time down the road by not having to amend the policy. Recommendation Adopt Social Media Policy and approve amended Technology Policy. Direct staff to implement a locked down Facebook page. City of Medina Policy, Procedure and Program Manual 11.00 Social Media Policy Purpose: The purpose of this policy is to ensure the proper use of the City of Medina's social media sites by its employees and establish procedures for creating an overall social media presence for the City in a positive and informative fashion for the general public. Social media users have the responsibility to use these resources in an efficient, effective, ethical and lawful manner pursuant to all existing City and departmental policies. This policy also provides guidelines and standards for individual employees regarding the use of social media for communication with citizens, colleagues and the world at large. Policy Statement: The City of Medina departments may consider using social media tools to reach a broader audience. The City encourages the use of social media to further the goals of the City and the missions of its departments, where appropriate. The information and materials posted to the social media sites should be used to achieve one or more of the following goals: • To increase the public's knowledge of the City of Medina and its services. • To update the public on emergency alerts, severe weather updates, crime prevention and police assistance. • To provide publicly posted information that is professional and reflects positively on the City of Medina, staff, volunteers and services. • To inform the public of construction updates, road closings and economic development activity. • To notify the public of upcoming events, meetings, class registrations, job openings, and other community activities. • To promote the value and importance of the City of Medina among governing officials, civic leaders and the general public. • To maintain open, professional and responsive communication with members of the public and the news media. • To encourage citizen involvement, interaction and feedback. The City of Medina has an overriding interest and expectation in deciding what is "spoken" on behalf of the City on social media sites. This policy establishes guidelines for the use of social media. Guidelines: 1. It is the policy of the City of Medina that social networking sites shall be used for City business to release news and other public information in addition to traditional distribution outlets. In order to comply with Minnesota Government Data Practices Act (Minnesota Statutes Chapter 13) and the General Records Retention Schedule, all information posted by a representative of the City on a City social media page should be available and accessible in another form (such as the City's website). Routine social media posts and comments by residents are considered "transitory correspondence," as defined by the Minnesota General Records Retention Schedule. These messages are not 11.00 Social Media Policy 1 April S, 2016 City of Medina Policy, Procedure and Program Manual required to be retained. However, messages that are in the nature of a complaint, grievance or similar more serious nature should be documented by using a "screen capture" and retained pursuant to the retention schedule. 2. The City Administrator, the Public Safety Director, and their designees may respond to comments posted on social media sites when appropriate. 3. The City Administrator, the Public Safety Director, and their designees are authorized to post information to social media sites. Prior to posting information to social media sites, all content must be verified as factual, written permission must be received if the city is using someone else's image, name, words (such as an article or testimonial), and content must be thoroughly proof-read (when possible, use someone other than yourself). 4. The Assistant City Administrator will monitor City content on social media sites to ensure that it adheres to all applicable City policies. Information posted on social media sites shall be consistent with the City of Medina's mission, vision, and values. User comments that violate the City's Comment Policy (see below) will be removed. 5. All official City presences on social media sites or services are considered an extension of the City's information networks and must comply with all City policies; and specifically, with the Technology Policy and Record Retention Schedule. 6. Employees representing City government through social media outlets must conduct themselves at all times as representatives of the City. Failure to do so can result in discipline as described in the City's Personnel policies. Departments that use social media are responsible for complying with all applicable federal, state, county, and city laws, regulations, and policies including but not limited to those related to copyright, Freedom of Information Act, Minnesota Record Retention Schedule, First Amendment, and privacy. 7. Social media use will be reviewed periodically to assess effectiveness, evaluate performance, and provide suggestions for changes or improvements. 8. Violation of this policy may result in information being removed from social media sites. 9. This policy will be evaluated and revised regularly to maintain compliance with Minnesota records retention requirements and applicable City policies. Disclaimer and Comment Policy: It is the City of Medina's goal to provide information and news about the City of Medina using Social Media Networks including, but not limited to Facebook, Twitter and YouTube. The City's site(s) is/are operated by the City of Medina. The City of Medina reserves the right, at its sole discretion, to change, modify, add or delete comments or posts, photos and videos at any time. 11.00 Social Media Policy 2 April 5, 2016 City of Medina Policy, Procedure and Program Manual Residents' opinions and feedback are welcome so long as they are presented in an objective and respectful way that allows for a continued information relationship. While these sites provide an open forum, they are intended to maintain respect for those who participate (i.e. family -friendly). Please keep all comments clean. Participants are asked to follow the posting guidelines below. Violation of the guidelines below may result in your post being removed. The City of Medina reserves the right to delete comments that: • Contain vulgar language or photos • Are personal attacks of any kind • Are offensive • Are prejudiced or hurtful remarks made toward any person or entity, including any ethnic, racial, or religious group. • Are SPAM • Include sales/promotion of goods or services or links to other sites • Are off -topic • Advocate illegal activity • Promote services, products or political organizations • Advertising on the behalf of political candidates for public office or political issues • Infringe on copyrights or trademarks • Are private, personal information published without consent The views, postings or opinions expressed on this site do not necessarily reflect those of the City of Medina. The City of Medina has the right to reproduce any pictures or videos on this site in any of its publications or websites or any other media outlets. Advertising — The City of Medina does not endorse any product, service, company or organization advertising on its Facebook page. The ads that appear on the pages are sold, posted and maintained by Facebook. Privacy Policy — Please note that the City of Medina does not share information gathered through its Facebook site with third parties for promotional purposes. However, any information you provide to the City is subject to the Minnesota Data Practices Act. This law classifies certain information as available to the public upon request. Personal Social Media Use The City of Medina respects employees' rights to post and maintain personal websites, blogs and social media pages, but does require employees to act in a prudent manner with regard to website and internet postings that reference the City of Medina, its personnel, its operation or its property. Employees and others affiliated with the City may not use a city brand, logo or other 11.00 Social Media Policy 3 April S, 2016 City of Medina Policy, Procedure and Program Manual city identifiers on their personal sites, nor post information that purports to be the position of the City without prior authorization. City employees are discouraged from identifying themselves as city employees when responding to or commenting on blogs with personal opinions or views. If an employee does identify him or herself as a City of Medina employee, and posts a statement on a matter related to City business, a disclaimer similar to the following must be used: "These are my own opinions and do not represent those of the City." Approval: City Council approved on 11.00 Social Media Policy 4 April S, 2016 Personnel Policy MEDINA 8.30 Technology Purpose: To provide guidelines for the use of equipment related to technology (including, but not limited to, computers, tablets, telephones, cell phones, printers, pagers, personal digital assistants, cameras, etc.), as well as operation of the City's Web site, social media sites, and access to the Internet and personal e-mail by staff. Policy: 1. Employees are expected to use good judgment in their responsible and reasonable use of the City's technology. Personal use of the equipment must not compromise the City's standards, values or ordinances. Employees have no expectation of privacy in the use of City owned equipment, files, e-mail, or voice mail. The City's equipment may not be used for illegal activities or activities that will negatively impact the performance of the City's system. Examples of inappropriate uses are: adult entertainment, sexually explicit material, political activities, or material advocating intolerance or disrespect for other people, races, or religions. Examples of illegal activities are: activities that result in personal gain for a public employee, child pornography, pirating of software, and copying copyrighted information. • Personal Use of Computers — Employees may use technology for personal use provided that use does not interfere with or pre-empt City business and is done at appropriate times (breaks, before work, after work). Downloading of software, real-time services should be limited as they require significant bandwithbandwidth. • Personal Use of City Phones — Limited personal phone calls on city -owned phones are allowed without reimbursing the City. Employees must reimburse the City for all strictly personal phone calls made on the City's phone when number of minutes on the rate plan are exceeded. 2. Employees wishing to use hardware or software other than the equipment provided by the City are required to consult with the City Administrator or with the City's IT consultant prior to the installation of the equipment. 3. Any software programs or custom designed databases, logos or websites developed for use by the City becomes the property of the City. Software programs may not be sold or distributed in any way without prior approval. 8.30 Technology 4. Ensure Security — Employees must keep their passwords confidential and equipment properly maintained and secured. User passwords must adhere to the following requirements: • Must not be based on user's account name • Be a minimum of eight characters in length • Be changed every 90 days • Enforce password history with 24 unique passwords before repetition • Contain characters from at least three of the following four categories o Uppercase alphabet characters (A — Z) o Lowercase alphabet characters (a — z) o Arabic numbers (0 — 9) o Non -alphanumeric characters (for example: @a, ! $ # %) • When possible, use multifactor or two -factor authentication (MFA, a.k.a 2FA) 44:5.Telecommuting — Department heads desiring to work from a remote site, such as a home office, must obtain permission from the City Administrator. The City Administrator will contact the City's IT consultant to set up remote access for the user. A reliable current -model compatible computer and anti -virus software acceptable by the IT consultant will be required at the employee's expense. 5-.-6.Right to Inspect — The City has the right to inspect the contents of any City -owned equipment, files, e-mail, or voice mail for any reason. The City also has the right to inspect any employee owned equipment that is being used to conduct City business if there is cause to do so. By using the City's technology, all users consent that the City may, at its discretion, inspect, use or disclose any electronic communications and/or data without further notice for any legitimate business, legal or disciplinary purpose and may disclose or disseminate such data to appropriate third parties. 6:7.Web Site — Departments are encouraged to work with the City's webmaster or his/her designee, in the operation and development of the Web site. Departments are responsible for checking their information on a monthly basis to ensure that the information is current and fresh. 7,8.A violation of this policy can be the cause for discipline. The disciplinary action imposed will be based on the severity of the violation and will not necessarily follow the City disciplinary policy in this Personnel Policy. Approved By: Medina City Council Date: December 20, 2005; Amended December 21, 2010 8.30 Technology Agenda Item # 5D MEMORANDUM TO: City Council, through City Administrator Scott Johnson FROM: Steve Scherer, Public Works Director DATE: March 23, 2016 MEETING: April 5, 2016 SUBJECT: Authorization to Sell 2001 Chevrolet Pickup Truck The 2016 CIP calls for the replacement of the 2001 Public Works Chevrolet Pickup truck. The department has replaced the 2001 truck and is now asking for permission to sell the vehicle either through auction or classified ads. If we were to advertise, we would start with the blue book price of around $3,500.00. Page 1 of 1 Agenda Item # 5E MEMORANDUM TO: Medina City Council FROM: Finance Director Erin Barnhart DATE: March 29, 2016 SUBJ: Morgan Stanley Investment Authorization In 2011, Morgan Stanley was directed to consolidate our accounts into one. It was determined that multiple accounts and statements were unnecessary and one account would be sufficient. The additional accounts were inactivated but not closed and removed. In order to remove the inactive accounts and contact information of previous employees, Morgan Stanley requires Council authorization certifying City Administrator Scott Johnson and Finance Director Erin Barnhart as authorized officers. Johnson and Barnhart are currently authorized officers for the main account with Morgan Stanley; however an updated form is needed to act on this matter. Recommended Action: Approve City Administrator Scott Johnson and Finance Director Erin Barnhart as authorized officers for Morgan Stanley. Agenda Item # 5F Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO.2016-## RESOLUTION DESIGNATING SIOUX DRIVE AS A MUNICIPAL STATE AID STREET WHEREAS, the city of Medina (the "City") is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, the City Council of the City of Medina (the "Council") has designated certain streets within the City as Municipal State Aid ("MSA") Streets under the provisions of Minnesota law; and WHEREAS, pursuant to MSA standards, the Council has determined that it is appropriate to designate Sioux Drive from Hamel Road to Highway 55 as a MSA Street; and WHEREAS, on February 16, 2016, the City requested approval from the Minnesota Department of Transportation ("MnDOT"); and WHEREAS, on March 24, 2016, MnDOT indicated that the designation of Sioux Drive will be approved upon receipt of a resolution from the City formalizing such designation. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MEDINA, MINNESOTA, that the roadway described below is established and designated as a Municipal State Aid Street of the City of Medina, subject to the approval of the Commissioner of Transportation of the State of Minnesota: Street Name Termini MSAS 120 (Sioux Drive) Hamel Road to TH 55 BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for consideration, and that upon the Commissioner's approval of the designation thereof, it shall be constructed, improved, and maintained as a Municipal State Aid Street of the City of Medina. Resolution No. 20164# April 5, 2016 Dated: April 5, 2016. Jeff Pederson, Acting Mayor ATTEST: Jodi M. Gallup, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: And the following voted against same: (Absent:) Whereupon said resolution was declared duly passed and adopted. Resolution No. 20164# 2 April 5, 2016 Agenda Item # 5G MEMORANDUM TO: City Council, through City Administrator Scott Johnson FROM: Jim Stremel, Assistant City Engineer DATE: March 31, 2016 MEETING: April 5, 2016 SUBJECT: Sioux Drive Turn Lane Improvement Project - Bid Acceptance & Award Background: On February 16, 2016 the City Council adopted a resolution approving the Sioux Drive Turn Lane Improvement Project plans and specifications and authorizing advertising for bids. Bids were opened at 11:00 am on March 22, 2016. Eight bids were opened with the low bid submitted by C&L Excavating, Inc. in the amount of $136,501.61. The low bid is approximately 19.0% below the engineer's estimate of $168,409.31. In the interest of conserving paper we have not attached the seven page Project Bid Abstract to this memo. A copy of the Project Bid Abstract is available at City Hall for your review. City Council Action Requested: Adopt the Resolution accepting the low bid and awarding the contract to C&L Excavating, Inc. for the Sioux Drive Turn Lane Improvement Project in the amount of $136,501.61. Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. RESOLUTION ACCEPTING BIDS AND AWARDING THE CONTRACT WHEREAS, pursuant to an advertisement for bids for the Sioux Drive Turn Lane Improvement Project, the improvement of city roadway on Sioux Drive by regrading and widening the road surface to construct turn lanes, bids were received, opened, and tabulated according to the law, and the following eight bids were received complying with the advertisement: Grand Total Bid C&L Excavating, Inc. Astech Corp. Sunram Construction, Inc. Valley Paving, Inc. Midwest Asphalt Corporation Thomas and Sons Construction New Look Contracting, Inc. Omann Brothers, Inc. $136,501.61 $138,345.29 $144,971.00 $149,978.40 $158,960.72 $159,730.78 $159,983.04 $163,204.42 AND WHEREAS, it appears that C&L Excavating, Inc. of St. Joseph, MN is the lowest responsible bidder for the Grand Total Bid. NOW, THEREFORE, BE IT RESOLVED by the city council of the City of Medina, Minnesota, as follows: 1. The Mayor and City Administrator are hereby authorized and directed to enter into the attached contract with C&L Excavating, Inc. in the name of the City of Medina for the improvement of city roadway on Sioux Drive by regrading and widening the road surface to construct turn lanes, according to the plans and specifications therefor approved by the City Council and on file in the office of the City Administrator. 2. The City Administrator is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. 1 Dated: April 5, 2016. Jeff Pederson, Acting Mayor Attest: Jodi M. Gallup, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon a vote being taken thereon, the following voted in favor thereof: And the following voted against same: Whereupon said resolution was declared duly passed and adopted. 2 CONTRACT FOR CONSTRUCTION THIS AGREEMENT, made and entered into as of the day of , 2016, by and between the City of Medina, a municipal corporation under the laws of the State of Minnesota, hereinafter called the "Owner," and , hereinafter called the "Contractor." WITNESSETH: That in consideration of their mutual covenants and agreements as hereinafter set forth, the Owner for itself and the Contractor for itself, its successors, and assigns, covenants and agrees as follows, to wit: 1. The Contractor agrees to furnish all the necessary materials, labor, use of tools, equipment, plant and every other thing necessary to perform the work designated and referred to in this Contract, including all Contractor's superintendence, and to furnish everything necessary for the completion of the improvement which is the subject of this Contract (except such things as the Owner has specifically agreed to provide, according to the Contract Documents); and agrees under penalty of a public contractor's corporate surety bond in the amount of and _/100 Dollars ($ ) to perform and complete the work shown in the plans and drawings, entitled "2016 Sioux Drive Turn Lane Improvement Project," prepared by WSB & Associates, Inc., and dated February 16, 2016, and to conform in all respects with the provisions and requirements of the General Conditions, Supplementary General Conditions and Specifications for said improvement. 2. The Contractor agrees that performance shall be in accordance with the terms, requirements and conditions of this instrument, and laws of the State of Minnesota, and the following documents. ADVERTISEMENT FOR BIDS for said Improvement for the Owner. PROPOSAL by the Contractor, presented to the Council of the Owner on and accepted by the Owner on CONTRACT DOCUMENTS for said Improvement dated February 16, 2016, referred to in the preceding paragraph of this Agreement and made a part of the aforementioned proposal. PLANS AND DRAWINGS for said Improvement as identified in a preceding paragraph of this Contract and which are dated February 16, 2016. ANY ADDENDA to the plans, drawings, general conditions and specifications for said Improvement which addenda were prepared by WSB & Associates, Inc. PUBLIC CONTRACTOR'S SURETY BOND in the principal sum of the amount bid. Each and all of the aforementioned Contract Documents are hereby incorporated into this Contract by specific reference and the terms and provisions thereof are and constitute a part of this Contract as though attached hereto or fully set forth herein. 3. The Owner agrees to pay the Contractor for the performance of this Contract and the Contractor agrees to accept in full compensation therefor, the sums set forth within the aforementioned proposal of the Contractor for each unit and each type of unit of work to be performed. It is understood and agreed that the said proposal is for the construction of said Improvement on a unit price basis in accordance with the said proposal, and that sum of $ as set out in said proposal, is the sum of the unit prices, multiplied by the estimated quantities of the respective units of work listed therein. 2016 SIOUX DRIVE TURN LANE IMPROVEMENT PROJECT CITY OF MEDINA, MN WSB PROJECT NO. 2712-610 CONTRACT FOR CONSTRUCTION PAGE 1 4. Prompt Payment to Subcontractors. Each contract of a municipality must require the prime contractor to pay any subcontractor within ten days of the prime contractor's receipt of payment from the municipality for undisputed services provided by the subcontractor. The contract must require the prime contractor to pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the prime contractor shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. 5. This contract may be terminated by the Owner at any time upon discovery by the Owner that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. § 16C.285, subd. 3. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals as of the day and year first above written. CONTRACTOR CITY OF MEDINA, MN By By (Corporate Seal) Mayor Administrator (City Seal) By Authorized Official 2016 SIOUX DRIVE TURN LANE IMPROVEMENT PROJECT CITY OF MEDINA, MN WSB PROJECT NO. 2712-610 CONTRACT FOR CONSTRUCTION PAGE 2 MEMORANDUM TO: City Council, through City Administrator Scott Johnson FROM: Jim Stremel, Assistant City Engineer DATE: March 30, 2016 MEETING: April 5, 2016 SUBJECT: Long Lake Creek Subwatershed Partnership to Improve Water Quality Overview & Background: In 2015, a Total Maximum Daily Load (TMDL) was established by the Minnesota Pollution Control Agency (MPCA) for Long Lake Creek and Tanager Lake. This TMDL was a result of a study of the Upper Minnehaha Creek Watershed completed by the watershed district, which portions of the City of Medina discharge to. Impaired waterbodies located in the subwatershed include: Tanager Lake (Orono), Long Lake (Long Lake/Orono), Dickey Lake (Medina), Holy Name Lake (Medina), Wolsfeld Lake (Medina), and School Lake (Medina). The TMDL includes a nutrient load reduction allocation that the City of Medina is required to show progress toward meeting by 2018. For the City of Medina, the Minnesota Pollution Control Agency (MPCA) has set a load reduction goal of 2371bs/year. The City of Long Lake, City of Orono, Hennepin County, and MnDOT have also been assigned nutrient load reduction goals. The new requirement and focus on Long Lake/Tanager Lake provides an opportunity to partner with Orono, Long Lake, and the Minnehaha Creek Watershed District to apply for grants and collaboratively complete larger regional projects to meet these goals (i.e. carp management). Potential funding sources include the: MPCA, Hennepin County, Minnehaha Creek Watershed District, and the Minnesota Board of Water and Soil Resources. Through a partnership, the impacted organizations should be able to leverage grant funds to complete cost effective projects to reduce the TMDL in the subwatershed. WSB & Associates, Inc. has reached out to the City of Orono, City of Long Lake, and the Minnehaha Creek Watershed District who have all expressed interest in partnering to improve water quality in the subwatershed. The attached resolution could be included in all grant applications for projects proposing to improve water quality in the subwatershed and would authorize the City Administrator or Public Works Director to coordinate with partnering cities and the watershed district in pursing grants. If a grant application is selected for an improvement project (i.e. subwatershed-wide carp management) a separate resolution will be provided to each participating organization to enter into an agreement with the lead agency on the proposed project. A cost share component would be required of each of the participating organizations for both grant applications and prospective project funding. In many cases, the MCWD can provide a match for the required local funds further reducing the financial responsibility of the City. There is a current opportunity available for a possible funding mechanism through BWSR to provide financing for a project funded in the fiscal year 2018-2019. The biennial budget request (BBR) submission is due in April of 2016, but provides an opportunity to include a potential project in the legislative budget for approval in 2016. If the submission is funded, there is a very good probability that a grant opportunity will be available to the City and the partnership organizations. The total cost to prepare the submission is $4,500, but divided between the three partners means that the City of Medina is responsible for only $1,500. The proposed project involves carp management and the final projected project cost could be anywhere from $100,000 to $300,000 depending on what amount funding is approved at the legislature. City Council Action Requested: Consider a motion to adopt the resolution to partner with other intergovernmental agencies to pursue and show support in the pursuit of grants to improve water quality in the Long Lake Creek Subwatershed. Approval of this resolution will allow City Staff to provide a submission to the FY 2018-2019 BWSR budget request to the legislature. 2 Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. A RESOLUTION TO PARTNER WITH OTHER INTERGOVERNMENTAL AGENCIES TO PURSUE AND SHOW SUPPORT IN THE PURSUIT OF GRANTS TO IMPROVE WATER QUALITY IN THE LONG LAKE CREEK SUBWATERSHED WHEREAS, The Minnesota Pollution Control Agency (MPCA) completed the Upper Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study in March 2014; and WHEREAS, The Upper Minnehaha Creek Watershed Nutrient and Bacterial TMDL Study addresses nutrient impairments and nutrient budgets in the distinct hydraulic basin referred as the "Upper Watershed" of the Minnehaha Creek including; and WHEREAS, The Tanager Lake Subwatershed, also known as the Long Lake Creek Subwatershed, is located in the Upper Minnehaha Creek Watershed and includes Long Lake Creek and 6 impaired lakes within the City of Long Lake, City of Medina, and City of Orono; and WHEREAS, Total Maximum Daily Load (TMDL) allocations have been established for City of Long Lake, City of Medina, City of Orono, Hennepin County, and the Minnesota Department of Transportation (MnDOT); and WHEREAS, The City of Medina is required to show progress towards meeting the established TMDL allocation by the year 2018; and WHEREAS, Grants are available to support municipality and partnership projects to improve surface water quality in the State of Minnesota; and WHEREAS, Partnering with other intergovernmental agencies in pursuing these grants for the Long Lake Subwatershed may result in a more organized and effective effort to improve water quality in the Long Lake Subwatershed; and NOW THEREFORE BE IT RESOLVED, by the City Council of Medina, Minnesota that the City Council does hereby partner with other intergovernmental agencies to show support in the pursuit of grants to improve water quality in the Long Lake Subwatershed. Furthermore, City Council directs staff to work with the City Engineer to submit a Biennial Budget Request (BBR) to the MN Board of Water and Soil Resources (BWSR) for the fiscal year 2018-2019. This submission is the first effort of the partnership to obtain funding for a prospective project; The cost to facilitate this request is a not to exceed amount of $1,500. Resolution No. April 5, 2016 Dated: April 5, 2016. Jeff Pederson, Acting Mayor Attest: Jodi M. Gallup, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon a vote being taken thereon, the following voted in favor thereof: And the following voted against same: Whereupon said resolution was declared duly passed and adopted. Resolution No. April 5, 2016 2 " L C N 0 1 _ C l a s s e n C C L 0 4 �� S 0 0 4 - 0 0 9 C C L 0 1 . S 0 0 3 - 7 2 0 ; �% M a x v v e l 4 a y L S H 0 1 d " L C R 0 1 C r y s t a l B a y L T S 0 1 " T h i e s L L C - 2 6 L L C - 2 7 L L C - 2 8 n c h M a r m o o t , 1 0 1 ��- W o l s f e l d L a k e V ` r L D Y 0 1 n D i c k e y s L a k e L L C - 3 0 L L C - 4 8 L L C - 5 0 4 b L F M 0 1 F r e n c h I R a r s h h L L C - 3 6 L L C - 3 9 C L 0 0 3 S 0 0 3 - 7 2 8 1 7 Y , 5 l A i N f i l i t i f i i i i i . " W e n c k 2 , 5 0 0 1 , 2 5 0 0 2 , 5 0 0 n N " a t h : L : w 1 a n a p s U a n a g F e e t / V r a t e : 3 / 5 / 2 0 1 4 T i m e : 7 : 4 4 : 0 5 A M U s e r : s h u ' c 0 2 4 3 L L C - 1 4 L L C - 4 6 S 0 0 2 - 9 2 8 A D L L C - 1 8 " d L o w e r L a k e L M U 0 1 �� �� r ` e G i m � a m k m s w i s s t o p o , , a i d 1 r l M - 0 4 1 1 0 k b g t ? C o m m u n i t y 0 S L H N 0 1 C �� H o l y N a m e L a k e M o o n e y L a k e l i g H a d l e y L a k e 0 J L H D 0 1 L W A 0 1 " L e g e n d T a n a g e r L a k e S u b w a t e r s h e d s L j M o n i t o r e d S u b w a t e r s h e d U n m o n i t o r e d S u b w a t e r s h e d O t h e r S u b w a t e r s h e d s L a k e S a m p l i n g S i t e s S t r e a m S a m p l e S i t e s I m p a i r e d L a k e s i n S t u d y I m p a i r e d S t r e a m s i n S t u d y > F l o w D i r e c t i o n A - 1 5 W�SB — Building a legacy — your legacy. Long Lake Creek Subwatershed Partnership The goal of the Long Lake Creek Subwatershed Restoration Partnership Project is to restore the quality of surface water resources that contribute to the Long Lake Creek subwatershed located within the Upper Minnehaha Creek Watershed. Water quality improvements will be accomplished through a coalition of partners implementing specific BMPs identified in the Upper Minnehaha Creek TMDL and other water quality studies and data. Project Partners: Minnehaha Creek Watershed District / City of Long Lake / City of Orono / City of Medina / Hennepin County/ MnDOT Affected Waterbodies: Tanager Lake / Long Lake / Dickeys LakeHoly Name Lake / Wolsfeld Lake / School Lake Funding Sources: M P CA: Surface Water Assessment Grant Section 319 Funds Point Source Implementation Grants Hennepin County/MCWD BWSR: Projects and Practices Accelerated Implementation Program Loads/Load Reductions: 477 Temperance Street St. Paul, MN 55101 Tel: 651-286-8450 Fax: 651-286-8488 Potential Projects: Much of the initial assessment work and data analysis has been completed to understand the problem. Implementation is the next phase. An adaptive management approach should be used during implementation which involves implementing the project, completing data collection, and using the data to inform future management. ➢ Regional Infiltration Implementation of opportunities to increase infiltration, including but not limited to construction of infiltration basins and devices, wetland restoration, reforestation, revegetation. Wetland/Stream Restoration Restoration of drained or degraded wetlands, along with the restoration of streambanks, management of native vegetation, and in -stream habitat improvement. ➢ Carp Management Project Rough fish are identified as a potential source of unknown impact in almost all lakes. Study could look at quantifying population, tracking, removing, and developing an Integrated Pest Management (IPM) Plan for the entire upper watershed. Next Steps: Identify how many projects have been implemented so far. Track reductions Build implementation and priority list of projects based on cost effectiveness Complete BBR and PPL applications. Load Reduction (Ibs) Holy Name Long Lake School Wolsfeld Tanager Total P Load Reduction (Ibs) Hennepin County 0 36 0 0 5 41 Long Lake 0 135 0 0 37 172 Orono 0 125 0 3 59 187 Medina 26 103 32 76 0 237 MnDOT 0 12 0 0 6 18 Total 26 411 32 79 107 655 MEMORANDUM TO: Mayor Mitchell and Members of the City Council FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson DATE: March 31, 2016 MEETING: April 5, 2016 City Council SUBJ: Deerhill Preserve (formerly Stonegate) CD-PUD Final Plat; Right -of -Way Vacation (Public Hearing) Summary of Request On October 6, 2015, the City Council granted preliminary approval to Property Resources Development Corporation for the Stonegate Conservation Design -Planned Unit Development (CD-PUD). On that date, the Council adopted Ordinance 588 and Resolution 2015-85, granting preliminary plat approval and approving the CD-PUD rezoning subject to a number of conditions. The approved preliminary plat included 41 single family homes and approximately 90 acres of permanent conservation area to be protected with a conservation easement. The applicant has now requested final approval of the plat. The applicant proposes to develop the property in phases, with this initial plat including 10 of the single family lots on the northeast portion of the site. Outlots B, C, E, F, I, K, and N include the Conservation Area and will be protected by a permanent conservation easement dedicated to the Minnehaha Creek Watershed. Outlot A is proposed to be deeded to the City and includes additional conservation area. Outlots D, G, H, J, L, and M are intended to be replatted to include the remaining 31 lots in future phases. Deerhill Road is proposed to be constructed by the Developer from Homestead Trail to the location where Deerhill Road currently terminates on the eastern property line. Most of the stormwater improvements on the site will also be constructed in connection with the first phase and a portion of the conservation area will be restored. The Developer has also requested that the City vacate much of the right-of-way which they believe exists on their property for Deerhill Road which is located along the section line. The section line bisects some of their lots as well as some of the conservation areas. Analysis — Right-of-way Vacation The Developer requests that the City vacate much of the right-of-way which they believe exists for Deerhill Road through their property along the section line. The Developer does not request the vacation of any right-of-way on the western approximately 145 feet of the property. The map at the top of the following page identifies the location of the requested right-of-way vacation. Deerhill Preserve Page 1 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting According to Minnesota Statutes 412.851, "The council may by resolution vacate any street, alley, public grounds, public way, or any part thereof, on its own motion or on petition of a majority of the owners of land abutting on the street, alley, public grounds, public way, or part thereof to be vacated. When there has been no petition, the resolution may be adopted only by a vote of four -fifths of all members of the council. No vacation shall be made unless it appears in the interest of the public to do so after a hearing preceded by two weeks' published and posted notice." With the exception of a small turn -around on the very eastern portion of the property, there are no street improvements within the right-of-way. This turn -around was constructed fairly recently, in consultation with the current property owners. The City Attorney has previously reviewed the documentation related to Deerhill Road and it appeared as if right-of-way may not exist to the west of where the road currently ends today. As such, staff does not oppose adopting a resolution which would vacate the right-of-way if it does, in fact, exist. There is little risk in vacating and it may help prevent future title questions for the sale of lots. A draft resolution is attached. Staff recommends that the City Council hold a public hearing on the requested right-of-way vacation. Staff would recommend that the City Council not act on the resolution at the April meeting, but instead wait until the April 19 meeting to act along with the other documents related to the development. Analysis — Final Plat Consistency with the City's Comprehensive Plan, zoning and subdivision regulations, and other relevant policies was reviewed during review of the Preliminary Plat. The property was developed as a CD-PUD, which allows flexibility to various zoning standards in order to accomplish development which better conserves open space and ecological resources and otherwise meets the goals and objectives of the City than strict adherence to those standards would accomplish. The purpose of a final plat review is to ensure that the final plat is consistent with the approved preliminary plat and to ensure that all the conditions of approval have been met. Deerhill Preserve Page 2 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting Consistency with Preliminary Plat The proposed final plat is very similar to the approved preliminary plat. Deerhill Road was slightly realigned on the south side of the property in order to meet the recommendation of the City Engineer to soften the curve. The southwestern cul-de-sac was shortened in length, which increased slightly the amount of open space to the north of the cul-de-sac. Preliminary Plat Conditions Several conditions were applied to the preliminary plat approval. The following section reviews compliance with these conditions. 1. The Developer shall install all improvements shown on the plans received by the City on September 1, 2015, except as modified herein. The construction of Deerhill Road may be completed through a public improvement project assessable entirely to the Property under terms and contractual obligations acceptable to the City. The Developer shall submit final construction plans for all other improvements for review and approval by the City Engineer prior to any construction. The developer has submitted plans, which the City Engineer has provided some final comments. Staff recommends a condition that the City Engineer comments be addressed. The Building Official has also noted that the private cul-de-sacs will need to be adjusted in order to ensure emergency vehicle circulation. This comment will be addressed on future phases when the private roads are constructed. The Developer now proposes to construct Deerhill Road and is not requesting that the City undertake a public improvement project. 2. The Developer shall enter into a development agreement with the City, which shall be in a form and of substance acceptable to the City and which shall include the conditions described in this approval as well as other requirements of City ordinance or policy. The City Attorney has drafted a development agreement which is being reviewed by the Developer. Staff intends to present the Agreement at the April 19 meeting, and staff recommends that this condition be included on the final plat approval. 3. The Developer shall provide to the City a letter of credit prior to any site construction in an amount recommended by the City Engineer to ensure completion of the required improvements, including all restoration of conservation areas. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. 4. Except as explicitly authorized by City resolution or ordinance, all aspects of this subdivision shall comply with all applicable state laws, city codes, ordinances and regulations. This condition did not require action and staff recommends that it be included on the final plat approval. 5. The Developer shall obtain wetland replacement plan approval prior to approval of the final plat. The Developer has applied for approval and the request is under review by the Technical Evaluation Panel, which intends to provide a recommendation for City Council review at the April 19 meeting. Deerhill Preserve Page 3 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting 6. The Developer shall adjust the location of the stormwater pipe cutting across Lot 4, Block 7 to be along the side property line or adjust the lot alignment so that the stormwater pipe is along a property line. The pipe location was adjusted slightly in order to more closely follow the property line. 7. The new portion of Deerhill Road constructed within the Property shall be built to the standards required by City ordinances and standards, including a 24 foot wide driving surface and adequate shoulders. The street is generally designed to be built to City standards. The exception is that the Developer proposes landscaping in the right-of-way closer than the City would generally allow. In fact, the Developer proposes turf up to the road surface instead of shoulders. The Developer proposes that the HOA be fully responsible for the shoulders and all landscaping within the right-of-way through a license, with the City bearing absolutely no responsibility for any maintenance or liability. Public Works and the City Engineer have reviewed and determined that this would be acceptable in order to support the conservation design of the subdivision. 8. The Developer shall submit Homeowner Association (HOA) documents for review and approval of the City. Such documents shall ensure maintenance of conservation areas, stormwater facilities, private roads, and other common elements. HOA documents shall also include enforcement provisions by which the HOA will ensure homeowners abide by management plans for subsurface sewage treatment systems. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. 9. Street names shall be consistent with City street -naming practices (i.e. Fox Hill Court; Stags Ridge Court). These private streets are not included in the first phase and will be verified when proposed. Staff recommends that this condition be included on the final plat approval. 10. Shared driveways shall meet relevant standards and include a reciprocal easement and maintenance agreement satisfactory to the City, which shall be recorded against the properties. No shared driveways are included in the first phase but agreements will be required when they are proposed. Staff recommends that this condition be included on the final plat approval. 11. The Developer shall grant trail easements in the locations shown on the plans received by the City on September 1, 2015, except as follows. Trail easements which are not immediately adjacent to public rights -of -way shall be a minimum of 20-feet in width. The trail easement north of the center point of the Fox Hill Court cul-de-sac shall be located to abut the western property line of the Property until a point north of Lot 9, Block 1, at which point it shall extend onto the island. The trail easement south of Morningside Road shall be shifted west as necessary to locate a trail west of the existing tree line along the property line, but still east of the planted trees. The Developer shall construct a base section as recommended by the City Engineer, cover with two inches of top soil and then seed. The conservation easement and land stewardship plan shall not prohibit the City from converting the trails to hard surface in the future. Deerhill Preserve Page 4 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting The Developer proposes to grant trail easements but requests to not construct the base of the turf trail. Staff has discussed and is amenable to requiring cash -in -lieu of this construction and the City can construct the base as necessary. The location of the trail on the northeast portion of the site was adjusted following consultation with the Park Commission to be shifted out of the right- of-way and into the Conservation Area. 12. The Developer shall deed the upland to the northeast of the large wetland to the City for parks, trails, and open space purposes. The Developer shall update the plat to show this area as a separate outlot from the adjacent wetland area. In lieu of dedicating additional property, the Developer shall pay a park dedication fee -in -lieu of $206,213.00, from which the construction cost of the turf trails shall be deducted. The estimated construction cost is $70,843.50, which shall leave an outstanding park dedication fee due of $135,369.50. The Developer proposes to deed Outlot A and trail easements to the City. The Developer requests to not construct the base of the turf trail. Staff has discussed and is amenable to requiring cash -in -lieu of this construction and the City can construct the base as necessary. Payment of remaining park fees after granting credit for the land value of Outlot A and the trail easements is included in the development agreement and staff recommends that this condition be included on the final plat approval 13. Construction traffic shall be permitted only upon those roads approved by city staff and specified in the development agreement. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. The Developer proposes temporary barricades on the end of Deerhill Road to prevent violation. 14. Conservation easements shall be granted over all conservation areas and shall be in a form and of substance acceptable to the City. The easement shall include enforcement and collection methods by which the easement holder can ensure payment of ongoing annual maintenance costs of the conservation areas by the homeowners within the subdivision. The easement holder for the conservation area shall be secured prior to application for final plat and be willing to accept the easement in the manner required by the CD-PUD District Ordinance. The proposed easement holder shall be an entity acceptable to the City and the Minnehaha Creek Watershed District is acceptable as the holder. The Developer and Minnehaha Creek are finalizing the conservation easement. Staff has provided comments which needed to be addressed in the conservation easement which are yet to be finalized. Staff recommends that the City Council not take action until the easement is finalized. 15. Conservation easements shall be granted over all conservation areas in connection with recording of the plat for the first phase of the development. Restoration of conservation areas may occur in phases along with adjacent development rather than occurring all upon the first phase, provided adequate financial guarantees are provided for restoration of the future phases. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. Deerhill Preserve Page 5 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting 16. The Developer shall obtain and submit an approved wetland delineation for the southern 90 acres of the subject Property prior to or concurrent with the application for final plat. If the delineation, as approved, identifies more than 1.6 acres of wetlands in excess of those identified on the plans submitted June 19, 2015, the Developer shall submit an updated Yield Plan. If the updated Yield Plan identifies a reduction of the Base Density on the southern 90 acres, the preliminary plat approval may be considered null and void. Under such circumstances, the Developer may submit a revised preliminary plat for consideration which adjusts the number of lots accordingly. The Developer submitted the delineation and it was approved. No adjustment was necessary. 17. Details on any significant tree removal shall be provided. No significant tree removal is proposed with initial site development nor shall any be permitted. 18. Street tree placement in the right-of-way shall be subject to review and approval by the City Engineer and Public Works Director. Landscaping plans shall be updated to shift trees out of the public rights -of -way which City staff believe have the potential to interfere with the intended uses of the right-of-way. As noted above, the Developer proposes that the HOA be responsible for all maintenance. The City Engineer and Public Works department have not identified any interference, but will monitor to ensure that future interference does not occur. 19. Final planting plans, including but not limited to upland buffers and conservation areas, shall be subject to review and approval by the City along with the final land stewardship plan. An ecologist with the City Engineer's office has reviewed the proposed planting plans and generally found them to be acceptable. He made a couple of suggestions for consideration by the Developer and Watershed, who are still finalizing the documents. He also reviewed the long term management plan for the conservation area. He raised concern that the plan contemplates no management of the "Reserve" area of the conservation area. Staff recommends that the City Council not take action until the easement and land stewardship plan is finalized. 20. The Developer shall provide funds following establishment of the conservation area vegetation within each phase of the development in an amount sufficient to cover the maintenance and operation of the conservation area for three years following establishment. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. 21. The Developer shall address all comments from the City Attorney, City Engineer, and Hennepin County. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. 22. The Developer shall submit revised plans at the time of final plat application demonstrating that all primary and alternate septic sites meet the necessary setbacks as required by City Ordinance. Up to 25% of the lots may have secondary septic drainfields in the Conservation Deerhill Preserve Page 6 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting Area if it can be established that there is no reasonable alternative to locate a secondary drainfield on a lot. The location of the secondary site within the Conservation Area shall be subject to approval by the easement holder, be compliant with all applicable city and state regulations, and be acceptable only if the installation of a septic system would not result in significant hardwood tree loss. The Developer has submitted a layout showing potential septic locations meeting setbacks. Future construction of septics will be subject to review. The allowance for secondary systems in the Conservation Area is included in the development agreement. 23. All wells within the City's Drinking Water Supply Management Area shall be registered to monitor possible contamination sites. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. 24. The Developer shall obtain a public right-of-way easement over adjacent property related to the proposed street construction within Orono. The Developer has provided a legal description for this easement and granting the easement is included in the development agreement and staff recommends that this condition be included on the final plat approval. 25. Any agreement deemed necessary by the City Attorney between Orono and Medina related to the proposed street construction within Orono shall be obtained, as shall any required permits from all relevant agencies. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval. Indications are that the City of Orono will not require an agreement, but likely will require the Developer to obtain a land alteration permit (potentially through a Conditional Use Permit) which may delay their construction. Staff recommends requiring any such permits as a condition of approval prior to the City signing the plat and recording. 26. No plan or document received by the City prior to August 18, 2015 which is inconsistent with the plan received by the City on September 1, 2015 shall be considered approved through adoption of this resolution, having not yet been updated to be consistent with subsequent revisions. This condition did not require action. 27. The Developer shall submit title evidence satisfactory to the City Attorney at the time of submission of the final plat application. The City Attorney acquired title evidence. 28. The Developer shall obtain necessary approvals and permits from the Minnehaha Creek Watershed District, Hennepin County, the Minnesota Pollution Control Agency, the Minnesota Department of Health, and other relevant agencies. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval Deerhill Preserve Page 7 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting 29. The application for final plat shall be submitted to the City within 360 days of preliminary approval or the preliminary plat shall be considered null and void. The final plat application was submitted prior to the deadline. 30. The Developer shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the Planned Unit Development, preliminary plat, construction plans, and other relevant documents. This condition is included in the development agreement and staff recommends that this condition be included on the final plat approval Staff Recommendation Staff believes that, subject to the terms and conditions suggested below, that the proposed final plat is consistent with City ordinances and the approved preliminary plat. Staff believes that the conditions of preliminary plat approval have either been met, or are recommended as a condition below. If the City Council concurs, the following action would be in order: Motion to direct staff to prepare a resolution granting final plat approval subject to the conditions noted in the staff report and to finalize the Development Agreement by and between the City of Medina and Property Resources Development Corporation. Staff intends to present the resolutions related to Final Plat and the right-of-way vacation, as well as the development agreement, to the City Council when the matters referenced in the staff report have been finalized. Following are the recommended conditions: 1. The Developer shall install all improvements shown on the plans received by the City on March 11, 2016, except as modified herein. 2. The Developer shall enter into a development agreement with the City, which shall be in a form and of substance acceptable to the City and which shall include the conditions described in this approval as well as other requirements of City ordinance or policy. 3. The Developer shall provide to the City a letter of credit prior to any site construction in an amount recommended by the City Engineer to ensure completion of the required improvements, including all restoration of conservation areas. 4. Except as explicitly authorized by City resolution or ordinance, all aspects of this subdivision shall comply with all applicable state laws, city codes, ordinances and regulations. 5. The Developer shall submit Homeowner Association (HOA) documents for review and approval of the City. Such documents shall ensure maintenance of conservation areas, stormwater facilities, private roads, and other common elements. HOA documents shall also include enforcement provisions by which the HOA will ensure homeowners abide by management plans for subsurface sewage treatment systems. Such covenants shall require approval from the City to amend sections which are necessary to carry out the terms and conditions herein. 6. Street names shall be consistent with City street -naming practices (i.e. Fox Hill Court; Stags Ridge Court). Deerhill Preserve Page 8 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting 7. Shared driveways shall meet relevant standards and include a reciprocal easement and maintenance agreement satisfactory to the City, which shall be recorded against the properties. 8. Design of private roads shall be updated during the relevant phase of development in order to be acceptable to the City Engineer and Fire Marshal to ensure adequate circulation and emergency access. 9. The Developer shall grant trail easements in the locations shown on the plans received by the City on March 11, 2016. The conservation easement and land stewardship plan shall not prohibit the City from converting the trails to hard surface in the future. 10. The Developer shall deed Outlot A to the City for parks, trails, and open space purposes. In lieu of dedicating additional property, the Developer shall pay a park dedication fee -in -lieu of $178,636.42. 11. Construction traffic shall be permitted only upon those roads approved by city staff and specified in the development agreement. 12. Conservation easements shall be granted over all conservation areas at the time of recording of this plat and shall be in a form and of substance acceptable to the City. Restoration of conservation areas may occur in phases along with adjacent development rather than occurring all upon the first phase, provided adequate financial guarantees are provided for restoration of the future phases. 13. The Developer shall provide funds following establishment of the conservation area vegetation within each phase of the development in an amount sufficient to cover the maintenance and operation of the conservation area for three years following establishment. 14. The Developer shall comply with the terms and conditions of the plat opinion provided by the City Attorney 15. The Developer shall address all comments from the City Attorney, City Engineer, City Building Official and Hennepin County. 16. Up to 25% of the lots may have secondary septic drainfields in the Conservation Area if it can be established that there is no reasonable alternative to locate a secondary drainfield on a lot. The location of the secondary site within the Conservation Area shall be subject to approval by the easement holder, be compliant with all applicable city and state regulations, and be acceptable only if the installation of a septic system would not result in significant hardwood tree loss. 17. All wells within the City's Drinking Water Supply Management Area shall be registered to monitor possible contamination sites. 18. The Developer shall obtain a public right-of-way easement over adjacent property related to the proposed street construction within Orono. 19. Any agreement deemed necessary by the City Attorney between Orono and Medina related to the proposed street construction within Orono shall be obtained prior to the City's execution and recording of the plat, as shall any required permits from all relevant agencies. 20. The Developer shall obtain necessary approvals and permits from the City of Orono, Minnehaha Creek Watershed District, Hennepin County, the Minnesota Pollution Control Agency, and other relevant agencies. 21. The Developer shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the Planned Unit Development, preliminary plat, construction plans, and other relevant documents. Deerhill Preserve Page 9 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting Attachments 1. List of Documents 2. Engineering Comments dated 3/21/2016 3. Fire Marshal/Building Official comments dated 3/23/2016 4. Staff Comments on Conservation Easement dated 3/17/2016 5. DRAFT resolution approving right-of-way vacation 6. Applicant Narrative 7. DRAFT Land Stewardship Plan 8. DRAFT Conservation Easement 9. Exhibit showing proposed right-of-way vacation 10. Final Plat of Deerhill Preserve received by the City on 3/11/2016 11. Construction plans for Deerhill Preserve received by the City on 3/11/2016 Deerhill Preserve Page 10 of 10 April 5, 2016 Final Plat and ROW Vacation City Council Meeting Project: LR-16-179 — Deerhill Preserve Final Plat and ROW Vacation The following documents constitute the complete record of the above referenced request, even if some documents are not attached, or are only attached in part, to Planning Commission and City Council reports. All documents are available for review upon request at City Hall. Documents Submitted by Applicant: Document Received Date Document Date # of pages Electronic Paper Copy? Notes Application 2/8/2016 2/8/2016 3 Application Y Final plat checked 3/3/2016 Fee Already on file from prelim plat Narrative 2/5/2016 4 Narrative Y Plan Set 2/9/2016 2/8/2016 26 Plans-2-9-2016 Y Final Plat 2/5/2016 4 Final Plat — 2-5-2016 Y Landscaping Plan 2/9/2016 2/10/2016 2 Landscape Plan-2-9-2016 Y Land Stewardship Plan 2/9/2016 2/8/2016 25 Land Stewardship-2-9-2016 Y Stormwater management 2/12/2016 2/12/2016 284 Stormwater-2-12-2016 Y Lot tablulation 2/9/2016 2/8/2016 1 Lot Tab N Road Vacation Exhibit 2/5/2016 2/5/2016 1 Road Vacation-2-5-2016 N Easement Vaca Exhibit 2/5/2016 2/5/2016 1 EasementVaca-2-5-2016 N Applicant Response 3/11/2016 3/11/2016 6 Review Response Y Plans— Updated 3-11-2016 3/11/2016 3/11/2016 26 Plans-3-11-2016 Y Conservation Easement 3/11/2016 3/11/2016 18 ConsEasement-3-11-2016 Y Note says not finalized Land Stew Plan-3-11-2016 3/11/2016 3/11/2016 23 Land Stewardship-3-11-2016 Y Narrative-3-11-2016 3/11/2016 3/11/2016 4 Narrative-3-11-2016 Y Final Plat 3/11/2016 4 Final Plat — 3-11-2016 Y Landscaping Plan 3/11/2016 3/11/2016 2 None Y Road Vacation Exhibit 3/11/2016 3/10/2016 1 Road Vacation-3-11-2016 Y Hydraflow Exhibit 3/11/2016 3/11/2016 5 None Y Easement Exhibit 3/11/2016 3/2/2016' 1 Deerhill Road Easement Y Title Commitment 3/11/2016 4/15/2015 8 Title Commi — 4-15-2016 N Title Commitment Documents from Staff/Consultants/Agencies Document Document Date # of pages Electronic Notes Engineer Review 2/17/2016 4 Engineer-2-17-2016 Engineer Review 2/26/2016 4 Engineer-2-26-2016 Engineer Review 3/21/2016 5 Engineer-3-21-2016 Land Stewardship Review 3/21/2016 2 LSPReview-3-21-2016 Conservation Easement Review 3/17/2016 1 ConEaseReview-3-17-2016 Preliminary Staff Review 2/26/2016 2 PrelimReview-2-26-2016 Building Official Review 3/23/2016 1 MW-3-23-2016 Vacation Notice 3/24/2016 8 Notice was 6 pages Public Comments YY SB Associates, Inc. engineering • planning • environmental • construction March 21, 2016 Mr. Dusty Finke Planner City of Medina 2052 County Road 24 Medina, MN 55340-9790 Re: City Project: Deerhill Preserve Final Plat Submittal — Engineering Review WSB Project No. 02712-810 Dear Dusty: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed a review of the latest submittal for the Deerhill Preserve subdivision and have the following comments. The plans propose to construct improvements to serve a 41 single family homes. The development plans were previously reviewed on February 26, 2016. Documents provided for review by Sathre-Berquist include the Engineering Plans dated 3.11.16, Final Plat dated 3.21.16, and the Applicant's response to previous comments dated 3.10.16. 1. Many of the septic system areas are shown to extend into drainage and utility easements. City regulations prevent improvements within drainage and utility easements which interfere with the intended use of these easements. All proposed construction or grading within drainage and utility easements will be reviewed and permitted only if it does not interfere with any intended use of the easements including drainage and utility purposes. In all circumstances, the construction of the treatment area (absorption area) will restrict the use of drainage and utility easements. The treatment area of the alternate septic site on Lot 2 Block 3 extends into the drainage and utility easement and will interfere with the intended use of the easement. The applicant must provide an alternative option or location of this septic system so that the treatment area is not located within a drainage and utility easement. Applicant Response: The locations of the septic systems have been slightly modified to remove them from the proposed septic systems. City Engineer Response: The applicant should verify the response as to the statement "The locations of the septic systems have been slightly modified to remove them from the proposed septic systems." 2. Sheet 2 shows Proposed Street Sections A — G. The details for these street sections appear to incorrectly show rights -of -way from 100' to 120' and should be corrected. The grade arrows on Section D should be corrected. Applicant Response: The right of way widths have been corrected. City Engineer Response: Update the typical section on the right side of the page so that it is not cut off by the sheet border. Equal Opportunity Employer wsbeng.com K:102712-810\Admin\Docs\031416 Plan Submittal Deerhill Preserve- Engineering Review 032116.docx Deerhill Preserve Final Plat March 21, 2016 Page 2 3. The ditch sections shown with the street sections on Sheet 2 will only allow for a 1' deep ditch section at the ROW. This does not appear to be a sufficient depth and calculations should be provided showing these shallow ditches work or the detail should be revised to provide more depth. Applicant Response: My calculations for a Swale with a 1.0% grade, 4 feet bottom, 5:1 side slopes has a capacity of 55 cfs. Which would more than adequately cover all our ditches. Please contact me if you would like further information. City Engineer Response: Verify that this is the case even with a 1 ' deep ditch section; provide calculations/modelling for review. 4. All storm sewers should be centered in easements. Applicant Response: The storm sewers have been centered on the easements as requested. City Engineer Response: Complete. 5. The proposed slopes shown along the west side of Foxhill Road from Deer Hill Road to the cul-de-sac exceed 3:1 and should be revised so that the maximum slopes are 3:1. Applicant Response: The grades have been revised to a max 3:1 slope. City Engineer Response: The grades have been revised, but the erosion control blanket hatch on the slopes has been eliminated. All slopes 4:1 or steeper shall have erosion control blanket shown. 6. Proposed trail grades should be shown on the plan views for all proposed trails. Applicant Response: The trail grades have been added to the plans. The max grade is 12% and is not proposed to meet ADA Standards. City Engineer Response: Complete, but see comment in number 8. 7. The plans call out a gravel trail but the details show a turf trail. The plans should clarify what is being proposed. Applicant Response: The trail has been re -labeled as a Turf Trail. We are in the process of researching the construction specifications for the proposed Turf Trail. City Engineer Response: Incomplete, the typical sections for the turf trail have been removed altogether. Provide typical section for turf trail. 8. In general, the plans should remove labels that cover up other data. One example is contour labeling in Pond 3 that covers up the NWL. Applicant Response: The requested revision has been made. City Engineer Response: Incomplete. For instance, many of the trail grade locations are covered up by other text or lines. 9. The grass detail shown on Sheet 9 should be labeled. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 10. It appears the grass detail shown on Sheet 10 is the same detail shown on Sheet 9. It is unclear why the detail is shown on two sheets. Applicant Response: The requested revision has been made. City Engineer Response: Complete. Deerhill Preserve Final Plat March 21, 2016 Page 3 11. The Turf Trail detail is shown twice on Sheet 13. It is unclear why the detail is shown twice. Applicant Response: The requested revision has been made. City Engineer Response: Incomplete, the typical sections for the turf trail have been removed altogether. Provide typical section for turf trail. 12. The modified street detail shown on Sheet 13 appears to call for 2" of topsoil over the 3' gravel shoulder. No topsoil should be installed over the gravel shoulder and the detail should be revised. Applicant Response: As per our discussion with City Staff, the developer is proposing to change the detail to 4 " of topsoil. The developer is proposing the home owners association will maintain the ditches and this will be addressed in the developer's agreement. City Engineer Response: Based on discussion with applicant, it was understood that an alternative to topsoil would be provided for the shoulder section. Provide information as to the material being proposed in the same regards as comment number 7. 13. The City's Design Manual states that the maximum street profile grade for a 30 mph design speed in rolling topography is 7%. Deer Hill Road should be revised to meet this standard. Applicant Response: As per our discussions, we have revised the street grade to 8%. City Engineer Response: Complete. 14. The proposed Deer Hill Road profile is missing on Sheet 16. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 15. The minimum K value for a sag curve on a 30 mph roadway is 37. The sag curve on Sheet 17 with a K value of 30 should be revised to meet a 30 mph design speed. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 16. Show horizontal curve radii information on the street plans. Show pavement edge radii at all intersections. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 17. The plans show that some lots will be custom graded. It should be noted that care will need to be taken when building permit surveys are submitted to insure drainage does not adversely impact neighboring properties. It may be necessary for building permit surveys to include abutting properties along with possible grading on these properties to verify that the grading on the building permit survey works. Applicant Response: No response. City Engineer Response: No response required at this time. 18. Show soil boring locations on plan sheets. Applicant Response: No response. City Engineer Response: Complete. 19. On Sheet 4 between lots F1 and Lot 1 Block 1, there is a storm sewer proposed that crosses a septic system and is not contained within an easement. Correct location of storm sewer; it must be encompassed within a drainage and utility easement. Deerhill Preserve Final Plat March 21, 2016 Page 4 Applicant Response: No response. City Engineer Response: Incomplete. A manhole location is still shown without storm sewer piping; please verify whether this storm sewer has been eliminated from the plans. 20. Clearly show which improvements will be made for the initial phase of development. Applicant Response: No response. City Engineer Response: Incomplete Please contact me at 763-287-8532 if you have any questions. Sincerely, WSB & Associates, Inc. Jim Stremel, P.E. WSB & A,rca'�` engineering • planning • environmental • construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Tom Kellogg, P.E., City Engineer City of Medina From: Earth Evans, P.E. Water Resources Project Manager WSB & Associates, Inc. Date: 3.21.16 Re: Deerhill Preserve Stormwater Management Plan Review City Project No. LR-16-179 WSB Project No. 2712-81 We have completed a preliminary review of the Deerhill Preserve development in Medina, MN. The site was previously reviewed on 2.26.16. Documents provided for review by Sathre-Berquist include the following: • Grading and Utility Plans dated 3.11.16 • Stormwater Calculations and Response Memo dated 3.10.16 These plans were reviewed for general conformance with the City of Medina's Stormwater Design Manual and general engineering practices for stormwater management. 1. The developer's engineer indicates that infiltration will be provided in the BMPs if the proposed borings indicate soils that are amenable to infiltration. They are proposing to incorporate draintile into the basins and cap the draintile at the outlet structure. The cap can then be removed if the borings indicate poorly draining soils. Please provide soil borings once they are complete in order to evaluate if infiltration is feasible. The calculations indicate that the size of the basins is adequate to meet the City's filtration requirement. 2. The pipe between FES B7 and B8, FES B5 and B6 result in velocities greater than 6 fps. Plan should be revised to reduce velocities to less than 6 fps at all outfalls. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com K:\02712-810\Admin\Docs\031416 Plan Submittal\Deerhill Preserve - Stormwater Comments 032116.doc METRO WEST INSPECTION SERVICES, INC© Loren Kohnen, Pres. March 23 2016 TO: Debra Peterson City Council FROM: Loren Kohnen RE: Deerhill:Plat Homestead. Trail & Deerhill DEERHILL PRESERVE (763) 479-1720 FAX (763) 479-3090 Mtrowst76@aol.com My review shows narrow streets 22 ft. in cul-de-sac(s), no parking in cul-de-sac and roadway leading into cul-de-sac; all other streets parking on one side only. It appears cul-de-sacs are not large enough to permit ladder trucks to navigate. LK Box 245, Loretto, Minnesota 55357 Dusty Finke From: Dusty Finke Sent: Thursday, March 17, 2016 11:51 AM To: 'jhaskamp@swansonhaskamp.com'; susan.seeland@prc.bz; Laura Domyancich (LDomyancich@minnehahacreek.org) Cc: Batty, Ronald H. (rbatty@Kennedy-Graven.com) Subject: Deerhill Preserve Conservation Easement Susan, Jennifer, and Laura, I understand that PRDC and the Watershed are trying to finalize a draft of the conservation easement, so we did a preliminary review of what was submitted late Friday. We had a couple of comments on our preliminary review: 1. The name of the plat doesn't appear to match the plat that was submitted to the City ("First Addition" is not on the plat) 2. Paragraph 3.5 describes the lots being adjusted (predominantly to accommodate septics). This was not our understanding of how the possible septics would work. 3. Clause 3.10-d — It may be worth considering allowance of utilities with District approval 4. Paragraph 3.11— Language should be added regarding unrestricted City trail easements. 5. Paragraph 3.14 — Do you want to require holder approval for tree trimming. Always worried about overzealous weekend warriors on shared property. It appears that the HOA would have to authorize it (since they will probably end up being the "Owner") 6. Paragraph 3.16 — Please add exemption for City vehicles w/in trail easements and as necessary for public safety 7. Paragraph 5.2 — Perhaps a reference to access permitted by trail easements 8. Paragraph 5.3 — envisions the City as the primary enforcement entity. After speaking with Laura, this appears to not be the intent. The Watershed was meant to be primarily responsible...with the City having the right to assess costs upon failure to comply. 9. Clause 5.3.a — references assessment against the Protected property. This should probably be the Residential Community and also be reflected within the Development Agreement and Covenants. 10. Paragraph 6 — references public trails...but there is no language in 3.11 11. Paragraphs 7.1 and 7.2 — We recommend allowing Assignment and Amendment with City approval also 12. Financial obligations described — my biggest question is how the easement will tie to the lots with regards to the payment for the maintenance. Perhaps this is addressed in the Covenants or the ERMP (which we have not yet seen) Let me know if I didn't describe anything clearly. Thanks!! Dusty Finke City Planner MEDINA 2052 County Road 24 Medina, MN 55340 (763) 473-8846 (direct) (763) 473-4643 (main) (763) 473-9359 (fax) 1 Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO.2016-## RESOLUTION VACATING A PORTION OF THE DEERHILL ROAD RIGHT OF WAY APPROXIMATELY ONE-HALF MILE WEST OF WILLOW DRIVE WHEREAS, the city of Medina (the "City") is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, Stonegate Farm, Inc., owns property within the City in Sections 21 and 28, approximately one-half mile west of Willow Drive, which is legally described in Exhibit A, attached hereto; and WHEREAS, Property Resources Development Corporation (the "Applicant") intends to purchase and develop the Property; and WHEREAS, the Owner and Applicant believe right-of-way exists through the Property for Deerhill Road; and WHEREAS, the Owner and Applicant have requested that the City vacate much of the Deerhill Road right-of-way within the Property because such right-of-way would bisect lots within the proposed development; and WHEREAS, the portion of the Deerhill Road right-of-way requested to vacated is legally described in Exhibit B, attached hereto; and WHEREAS, pursuant to Minn. Stat. § 412.851, the City scheduled a public hearing to consider the proposed vacation; and WHEREAS, notice of the public hearing was posted, published in the official newspaper and mailed to the owners of affected properties, all in accordance with law; and WHEREAS, the City held the public hearing on the proposed vacation on April 5, 2016, at which hearing all interested parties were heard; and WHEREAS, following the public hearing, the City determined that, if such right-of-way exists, the vacation of the portion requested is in the public interest. Resolution No. 2016-## April 5, 2016 NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Medina, Minnesota as follows: Dated: 1. If such right-of-way actually exists, the City hereby declares that the portion of the Deerhill Road described in Exhibit B is vacated, subject to the condition described below being satisfied. 2. The city clerk or her designee is authorized and directed to prepare and present to the Hennepin County Auditor a notice that the City has completed these vacation proceedings and record with Hennepin County Registrar of Titles the vacation of the right-of-way described in Exhibit B only upon recording of the Deerhill Preserve plat. Bob Mitchell, Mayor ATTEST: Jodi M. Gallup, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: And the following voted against same: Whereupon said resolution was declared duly passed and adopted. Resolution No. 2016-## 2 April 5, 2016 EXHIBIT A Legal Description of the Property The East Half of the Southwest Quarter of Section 21, Township 118, Range 23, Hennepin County, Minnesota. And The Northeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota. And The Southeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota except that part thereof which lies Westerly of the following described line: Commencing at the Northwest comer of said Southeast Quarter of the Northwest Quarter, thence on an asswned bearing of South 0 degrees, 07 minutes, 42 seconds West along the West line of said Southeast Quarter of the Northwest Quarter, a distance of 925.33 feet to the actual point of beginning of the lime being described; thence South 45 degrees, 52 minutes, 18 seconds East, a distance of 115.25 feet; thence South 11 degrees 56 minutes, 18 seconds East, a distance of 53.92 feet; thence Southwesterly to a point in the West line of said Southeast Quarter of the Northwest Quarter, distant 1140.18 feet Southerly of the Northwest comer of said Southeast Quarter of the Northwest Quarter and said line there ending. And That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County. Minnesota described as follows: Beginning at the Northeast corner of said Southwest Quarter of the Northwest Quarter, thence South along the Fast line of said Southwest Quarter of the Northwest Quarter, a distance of 668.33 feet; thence West parallel with the North line of said Southwest Quarter of the Northwest Quarter, a distance of 548.47 feet to the Easterly line of Dillman Road; thence Northwesterly deflecting to the right 41 degrees, 13 minutes, 16 seconds along Easterly line of said Road, a distance of 60.15 feet; thence Northerly 239.14 feet along the Easterly line of said Road being a tangential curve to the right having a radius of 254.35 feet; thence Northerly 249.7 feet along easterly line of said Road, being tangent to last described curve; thence Northerly 166.62 fee along the Easterly lime of said Road to the North line of said Southwest Quarter of the Northwest Quarter; said 166.62 feet being along a tangential curve to the left having a radius of 650.97 feet; thence East along North line of said Southwest Quarter of the Northwest Quarter 655.43 feet to the point of beginning. And That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, described as follows: Commencing at the northeast comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 00 degrees 07 minutes 42 seconds West along the East line of said Southwest Quarter of the Northwest Quarter a distance of 1140.18 feet to the actual point of beginning of the tract of land to be described; thence South 49 degrees 03 minutes 42 seconds West, a distance of 57.15 feet; thence South 29 degree 03 minutes 42 seconds West to the northeasterly right of way litre of Hennepin County Highway No. 201, Plat 53; thence southeasterly along said right of way line to the cast line of said Southwest Quarter of the Northwest Quarter; thence North 00 degrees 07 minutes 42 seconds Fast along said east line to the point of begimting, Resolution No. 2016-## 3 April 5, 2016 EXHIBIT B Legal Description of Right-of-way Vacated That part of Deer Hill Road described as follows: Beginning al the North Quarter comer of Section 28, Township 118, Range 23; thence on an assumed bearing of South 00 degrees 34 minutes 25 second( West along the cast line of the Northwest Quarter of said Section 28 a distance of 16.50 feet; thence North 89 degrees 12 minuses 38 seconds West parallel with the north line of the Northwest Quarter of said Section 28 a distance of l 16b.90 feet; thence northwesterly a distance of 38.27 feet along a non tangential curve concave to the northeast, having a radius of 630.00 feet, a central angle of 3 degrees 28 minutes 51 seconds and a chord that hears North 29 degrees 37 minutes 47 seconds West; thence South 89 degrees 12 minutes 38 seconds East parallel with the north line of the Northwest Quarter of said Section 2g a distance of l 186. i 0 feet to east line of the Southwest Quarter of Section 21, Township 118, Mange 23; thence South 00 degrees 24 minutes 13 seconds West along said cast line of the Southwest Quarter, a distance of 16.50 feet to the point of beginning and there terminating. Resolution No. 2016-## 4 April 5, 2016 March 11, 2016 In response to the City's review letters provided to PRDC on February 26, 2016, PRDC has updated the requisite plans and documents to address the comments provided. Zhe following narrative has been updated (where necessary) to reflect the changes. Introduction On October 6, 2015 PRDC obtained approval for General Plan of Development, Rezoning and Preliminary Plat to develop a 41-lot rural residential conservation design subdivision. During that review process PRDC proposed to call the subdivision "Stonegate", but has since learned that there are several existing Stonegate neighborhoods. In light of that, PRDC is proposing to change the name of the subdivision to Deerhill Preserve. Since the neighborhood will include protection of more than 50-percent of its land in a conservation easement, we believe the Deerhill Preserve name not only emphasizes the importance of the conservation area, but does a better job describing the project's location. Other than the name, the majority of the development plan remains consistent with the General Plan of Development and Preliminary Plat with some minor modifications. In an effort to summarize where the proposed Final Plat varies from the approved General Plan, we provide the following narrative. Summary of Changes & Enhancements PRDC is submitting a revised plan set for review and consideration by the City Council and City staff. The attached plan set has been updated to respond to and meet the conditions of the preliminary plat and General Plan of Development approval (Resolution dated October 6, 2015); and to respond to the review letters provided by City Staff on February 26, 2016. Additionally, PRDC is proposing some minor adjustments to the plan, which we believe are consistent with the objectives of the approved General Plan of Development and city staffs recommendations. We believe the proposed changes will enhanced the development's design and conservation value of the open space areas. Site Plan (Grading & Erosion Control Plan) Road Design The most significant changes to the plan involve the grading and erosion control plan, specifically as it relates to the road network. The proposed changes can be categorized as the following: 1) changes that address the recommendations of the City Engineer; 2) changes based upon the objective to integrate Low Impact Development (LID) and Best Management Practices (BMPs) into the design of the right-of-way; and 3) changes related to landscape design in an effort to create a more rural experience as you drive through the development. After the General Plan of Development was approved, PRDC began working with Hart Howerton, AES, and Sathre-Bergquist on establishing a plan for the right-of-way that would best enhance the rural quality of the development while meeting the city's specification for road pavement and shoulder width. 111 •• c 3 c rn • N O t 1 The following summary of changes and enhancements are provided for your consideration: Deer Hill Road • The new portion of Deer Hill Road has been designed with 24-feet of paved surface and 3-foot shoulders as required within the City's conditions of approval and the City Engineer's comments. • The curve in Deer Hill Road near the entrance on Homestead Trail has been adjusted to respond to the City Engineer's comments for design of the curve. • Two large planted medians have been incorporated into the road design and are planned to be vegetated with trees. The objective of introducing vegetated medians is to visually break up the pavement and create a more rural streetscape experience as you travel through the development. • Different right-of-way profiles have been tailored to meet specific LID objectives throughout the road design. The right-of-way design meets LID standards as described within the Minnesota Stormwater Manual (MPCA). For example, a super elevation was used at the south entrance to help with surface water runoff and water quality; vegetated swales have been used to replace the standard ditch profile where possible to help with stormwater runoff quality and to ensure better protection of the ecological function of the conservation areas. • PRDC's engineers are working collaboratively with the MCWD's engineers on the stormwater calculations based on these LID enhancements and will provide the updated stormwater calculations and models as soon as possible for review by the City's Engineer. Private Cul-de-sacs • The private cul-de-sacs have been updated to include vegetated medians in two locations, 1) where the cul-de-sacs connect to Deer Hill Road, and within the terminus of the cul-de-sacs. The design objective of the medians is to promote a more rural streetscape experience. • Different right-of-way profiles are designed to meet LID and Minnesota Stormwater Manual standards. Septic Sites As conditioned within the City's resolution of approval, the septic sites have been adjusted to meet the city's required setbacks. As discussed during the General Plan of Development review process, since the lots will be custom graded and custom homes constructed it may be necessary to locate a secondary septic site within the conservation area once the actual building plans are developed. As such, PRDC would like to protect the right to locate up to 25-percent of the secondary septic sites within the conservation area as permitted within the City's resolution approving the General Plan of Development. PRDC understands that any proposed relocation of a secondary site will be subject to septic permit review and approval by the City, and that the 25-percent standard must be detailed and managed within the Development Agreement. • 2 Landscape Plan After the General Plan of Development was approved, PRDC engaged with Roland Aberg of Hart Howerton to refine and further develop the landscape plan. After several iterations, discussion with city staff, and even a trip back to the Park Commission, PRDC believes that we have created a landscape plan that will make this project a spectacular rural residential neighborhood. In response to the City's resolution conditions, a Final Landscape Plan has been provided for your review. In response to the City's review letter provided on February 26, 2016 we have also provided detailed landscape plans for Phase I. The follow summary of the plan is provided for your consideration. Streetscape As described above, one of PRDC's principal objectives is to develop a rural streetscape that creates a cohesive experience as you travel through the developed portions of the site (the home sites) and the conservation areas. The proposed landscape plan integrates design elements with LID techniques including grassy swales, opportunity areas for vertical rain gardens (trees and bushes) and introduction of forbes, trees, and shrubs adjacent to some of the stormwater management features, conservation areas and roadways. As discussed with city staff on March 3, 2016, PRDC will work with the City to memorialize maintenance and management responsibilities of the vegetation planted within the right-of-way within the Homeowners Association documents and the Development Agreement. Trail Plan PRDC is proposing to realign and adjust several of the trails throughout the development to provide a more diverse trail experience. The revised trail alignments were presented to the Park Commission on January 20th for their comments, consideration and recommendations. The Park Commission responded favorably to PRDC's proposed trail realignment and adjustments. The trail plan shown on the submitted Landscape Plan is consistent with the plan presented to the Park Commission, and we believe it is significantly improved from the plan that was approved during the General Plan process. In addition, PRDC is proposing that the final easement for the trails be granted after the trails are constructed (using as-builts). This will ensure that the best alignments are constructed and identified in the field, and then that such easements are accurately recorded. Finally, as discussed at the March 3rd meeting with staff, PRDC is proposing to construct the turf trails on the northern 80 acres of the site first in an effort to determine the best construction methodology of the turf trails. PRDC will continue to work with city staff through the construction process and will revise and correct any areas as needed to ensure the proper functioning of the turf trails. Vacation Requests Right-of-way In an effort to ensure clean title of the newly created lots in the Deerhill Preserve subdivision, PRDC is requesting consideration by the City to vacate a portion of old Deer Hill Road as depicted on the attached vacation exhibit. As shown, the proposed vacated area crosses Lots 2 and 3, Block 3; and Outlot G which 111 3 contains a future phase. The requested vacation is entirely contained within the subject property, and does not affect, or border, any adjacent property owners. The vacation would release any interest the city may have in this portion of right-of-way; however, the new alignment of Deer Hill Road associated with the Deerhill Preserve plat will provide access and connection of the existing traveled portion of Deer Hill Road on the east side to Homestead Trail on the west side of the subject property. Wright -Hennepin Power Line Easement PRDC is working with Wright -Hennepin to vacate the power line easement which runs parallel to, and contains the northern half of the old Deer Hill Road right-of-way, as depicted on the attached exhibit. PRDC has also submitted this vacation exhibit to Wright -Hennepin for their action. Once Wright -Hennepin provides the formal release of the easement, PRDC will provide the documentation to the city for your records. Conservation Area Plan During the General Plan of Development review process the Preliminary Land Stewardship Plan (LSP) and draft Conservation Easement were provided for the City's review and consideration. After approval of the General Plan of Development, PRDC continued to refine both documents based upon the recommendations of the City Council and the conditions contained within the Resolution of General Plan approval. A summary of the changes and/or progress related to both documents is provided below. Final Land Stewardship Plan The Preliminary Land Stewardship Plan was updated to reflect the changes and modifications as described above, and to reflect the conditions of the General Plan approval. The primary changes from the preliminary LSP that are incorporated into the Final LSP are summarized in the following: • The conservation easement areas will be dedicated with the first phase, as depicted on the Final Plat. This change is reflected throughout the text of the Final LSP. • The initial effort in the Restoration Areas will be primarily focused on planting and establishing short prairie and meadow grasses. The Final LSP provides the opportunity to introduce savanna landscapes in the future, which are described generally in the Final LSP as the introduction of copses of trees and bushes within the prairie/meadow landscape to create a savanna. This effort is not planned as part of the initial implementation as detailed within the Final LSP. • Exhibit 1 was updated to reflect the Final Plat, which includes minor updates as described in previous sections of this narrative. Conservation Easement As indicated during the General Plan of Development process the Minnehaha Creek Watershed District (MCWD) has agreed to be the conservation easement holder. PRDC has provided a draft of the Conservation Easement that we have been working on with the MCWD over the past several weeks. PRDC and MCWD are still ironing out the last details of this draft easement prior to going before their Board at the end of March. 9TOZ. TT*£ pasin i a t 4 FINAL LAND STEWARDSHIP PLAN DEERHILL PRESERVE FINAL PLAT Medina, Minnesota Revised March 11, 2016 February 8, 2016 Prepared for: Property Resources Development Corporation 6851 Flying Cloud Drive, Suite A Eden Prairie, Minnesota 55344 Prepared by: Applied Ecological Services, Inc. 21938 Mushtown Road Prior Lake, Minnesota 55372 (952) 447-1919 ■ ■■■r ino ■ L,, .y .1 APPLIED ECOLOGICAL SERVICES TABLE OF CONTENTS INTRODUCTION 1-3 Conservation Design 1-2 Land Stewardship Plan 2-3 EXISTING CONDITIONS 3-8 Compilation of Existing Data 3-4 Field Reconnaissance 4 Findings 4-6 CONSERVATION DESIGN OF DEERHILL PRESERVE 6-8 Development Layout 6-7 Grading & Ecological Stormwater Management 7-8 Cultural Amenities 8 OWNERSHIP, CONSERVATION OBJECTIVES & LAND PROTECTION 9-15 Deerhill Preserve Land Allocation 9 Development Area 9 Conservation Area 10-15 CONCLUSION 15 APPENDIX A• Minnesota State Historic Preservation Office Database Report APPENDIX B: Conservation Reserve Program (CRP) Native Seed Mix FINAL LAND STEWARDSHIP PLAN DEERHILL PRESERVE FINAL PLAT Medina, Minnesota INTRODUCTION Property Resources Development Corporation (PRDC) proposes to develop a 170-acre farm (the "site") owned by Stonegate Farm, Inc. in Medina, Hennepin County, Minnesota following the City's Conservation Design District (CD) requirements. The Project includes 41 single family sites, and the neighborhood is proposed to be called Deerhill Preserve. The site holds unique and important conservation values based on its regional location and variety of wetland habitats. These values are recognized by PRDC, and its goal is to create an exceptional place for the development's residents to live, for the local community to enjoy, and for plants and wildlife to thrive. Conservation Design The proposed development complies with the City of Medina's Conservation Design Development requirements as described in detail in subsequent sections and per City Code Section 827.51. Conservation Design (CD) — Purpose. The purpose of this district is to preserve the City's ecological resources, wildlife corridors, scenic views, and rural character while allowing residential development consistent with the goals and objectives of the City's Comprehensive Plan and Open Space Plan as updated from time to time. The specific conservation objectives of this district are to: 1. Protect the ecological function of native hardwood forests, lakes, streams, and wetlands. 2. Protect moderate to high quality ecologically significant natural areas. 3. Protect opportunities to make ecological connections between parks and other protected lands and ecologically significant natural areas. 4. Protect important viewsheds including scenic road segments. 5. Create public and private trails for citizens to access and enjoy Open Space resources. 6. Create public and private Open Space for citizens to access and enjoy Open Space resources. Conservation design typically follows a process that begins with the identification of primary conservation areas (i.e., areas that generally should not be affected by development) and secondary conservation areas (i.e., areas that should be avoided or protected where feasible). Final Land Stewardship Plan — Deerhill Preserve Final Plat 1 Primary conservation areas typically contain: • larger blocks of core wildlife habitat • ecologically significant natural areas, usually with native plant communities • legally -protected natural areas, such as wetlands and conservation easements • steep slopes (>18% per Medina City Code) • land within the 100-year floodplain • other rare natural features, including rare species Secondary conservation areas often contain: • former wetlands and intermittent drainageways, often with hydric soils, which present challenges for development • steep slopes that may be prone to erosion • semi -natural areas, which are damaged ecosystems or lack native vegetation, but support some wildlife • ecological connections providing movement corridors for wildlife • buffer zones to protect primary conservation areas and sensitive natural resources such as wetlands and aquatic ecosystems • valued cultural/historical features • scenic viewsheds. Site development is focused in the remaining areas, with impingement on primary and secondary conservation areas first avoided, then minimized if impacts cannot be avoided, and lastly mitigated. Mitigation can take the form of regulated wetland mitigation, as well as ecological restoration, enhancement, and management of the site's Conservation Areas. Creating and managing diverse and healthy plant communities dominated by native species (including those associated with a naturalized stormwater treatment train) provides value to the development and can be enhanced further by incorporating trails and other amenities into the development to educate and engage residents. Conservation developments should also be designed with minimal grading, naturalized stormwater management, and public and private access in mind. Preservation of existing drainage divides and use of existing drainage patterns will reduce grading costs and take advantage of the site's unique landforms. Where feasible, well -drained soils should be identified and incorporated into naturalized infiltration systems to help manage the development's stormwater runoff. Trails and interpretive opportunities, if applicable, will benefit both residents and the local community. Land Stewardship Plan Per City of Medina Code Section 827.65, a Land Stewardship Plan (LSP) is required for the Deerhill Preserve project. A LSP addresses the development, long-term use, maintenance, and insurance of all Conservation Areas associated with a proposed development. More specifically, this Final LSP: (a) Defines ownership and methods of land protection. (b) Establishes necessary regular and periodic operation and maintenance responsibilities. (c) Estimates staffing needs, insurance requirements, and other costs associated with plan implementation and defines the means for funding the same on an on -going basis. This Final Land Stewardship Plan — Deerhill Preserve Final Plat 2 includes land management fees necessary to fund monitoring and management of the Conservation Easement by the easement holder. The fees have been found reasonable by the proposed easement holder. (d) Addresses the requirements of the future conservation easement holder. The following Final Land Stewardship Plan applies to the entire area contained within the conservation easement, unless otherwise stated. Since PRDC intends to develop the residential lots in Phases and/or Additions, with final plat of each Phase or Addition occurring as dictated by the market. It should be noted that construction activities may temporarily impact some of the Conservation Areas as development progresses through the site. The following summary generally describes how PRDC anticipates coordinating site development and restoration activities (somewhat) concurrently: • In Spring and early Summer of 2016, PRDC anticipates constructing the main road (Deer Hill Road) to serve the residential lots. PRDC does not plan to aggressively begin restoration efforts in the conservation easement until the first lift of asphalt is completed. • Staging areas along the main road will be constructed to accommodate construction traffic and other activities, and may temporarily impact Conservation Areas. Once a staging area is no longer needed, or because a phase has been fully developed, PRDC will remove the staging area and correct any damage in the Conservation Area to achieve the proposed baseline restoration condition. • Construction of the private cul-de-sacs is not a part of the first phase of development, and therefore, when construction of these roadways commences there may be impact to adjacent Conservation Areas. Once construction is complete, and the phase has been fully developed, PRDC will correct any damage to the Conservation Area to achieve the proposed baseline restoration condition. • Utilities, including secondary septic sites, may be constructed as part of the development of the residential lots. Any construction activities that damage a Conservation Area will be corrected to achieve the proposed baseline restoration condition once construction is completed. PRDC will begin the appropriate restoration activities within the Restoration Areas during the first phase of development, as recommended by the contracted ecologist. Any other land disturbance, not identified above, occurring with the development of successive phases will be corrected to achieve the proposed baseline restoration condition. The following sections address the required elements of the LSP. EXISTING CONDITIONS Compilation of Existing Data The following existing data were compiled and reviewed to assess the natural, cultural, historic, and scenic character of the site and its surroundings: • MnDNR Ecological Classification System • MnDNR Minor Watershed boundaries Final Land Stewardship Plan — Deerhill Preserve Final Plat 3 " M i n n e s o t a P o l l u t i o n C o n t r o l A g e n c y ( M P C A ) - l i s t e d I m p a i r e d W a t e r s " W e b S o i l S u r v e y ( S S U R G O S o i l S u r v e y d a t a f r o m U S D A / N R C S ) " O r i g i n a l V e g e t a t i o n o f M i n n e s o t a ( p r e - E u r o p e a n v e g e t a t i o n m a p p i n g b y M a r s h n e r / M n D N R ) " M n D N R R a r e N a t u r a l F e a t u r e s ( f r o m t h e N a t u r a l H e r i t a g e I n f o r m a t i o n S y s t e m , N H I S ) " M n D N R N a t i v e P l a n t C o m m u n i t i e s ( N P C ) " M n D N R S i t e s o f B i o l o g i c a l S i g n i f i c a n c e ( S B S ) " R e g i o n a l l y S i g n i f i c a n t E c o l o g i c a l A r e a s ( R S E A ) b o t h o r i g i n a l m a p p i n g a n d 2 0 0 8 u p d a t e " M n D N R R e g i o n a l E c o l o g i c a l C o r r i d o r s b a s e d o n 2 0 0 8 M L C C S d a t a " M e t r o C o n s e r v a t i o n C o r r i d o r s " 2 0 3 0 F r a m e w o r k R e g i o n a l N a t u r a l R e s o u r c e A r e a s " H e n n e p i n C o u n t y O p e n S p a c e C o r r i d o r s a n d P r i o r i t y N a t u r a l R e s o u r c e s C o r r i d o r s " M i n n e h a h a C r e e k W a t e r s h e d D i s t r i c t ( M C W D ) w e t l a n d m a p p i n g " M C W D K e y C o n s e r v a t i o n A r e a m a p p i n g " R e s t o r a t i o n P r i o r i t i z a t i o n a n d P r e d i c t i o n M o d e l ( R e P P ) " P u b l i c c o n s e r v a t i o n l a n d s ( e . g . , p u b l i c p a r k s , S c i e n t i f i c a n d N a t u r a l A r e a ( S N A ) , W i l d l i f e M a n a g e m e n t A r e a ( W M A ) ) " H i s t o r i c a l a n d c u r r e n t a e r i a l p h o t o g r a p h s ( o l d e s t 1 9 3 7 ; m o s t c u r r e n t 2 0 1 3 ) " M i n n e s o t a L a n d C o v e r C l a s s i f i c a t i o n S y s t e m ( M L C C S ) m a p p i n g ( b a s e d o n d i s c r e t e d a t a s e t s f r o m 2 0 0 1 , 2 0 0 5 , a n d 2 0 0 8 ) " W e t l a n d s ( i n c l u d i n g d e l i n e a t e d s i t e w e t l a n d s , H e n n e p i n C o u n t y W e t l a n d I n v e n t o r y , a n d M C W D F u n c t i o n a l A s s e s s m e n t o f W e t l a n d s ( F A W ) ) " C i t y o f M e d i n a O p e n S p a c e P l a n ( 2 0 0 7 ) " S i t e p a r c e l b o u n d a r i e s " T o p o g r a p h i c c o n t o u r s ( 2 - f t L i D A R d a t a ) a n d d i g i t a l e l e v a t i o n m o d e l ( D E M ) " M i n n e s o t a H i s t o r i c a l S o c i e t y d a t a b a s e r e p o r t F i e l d R e c o n n a i s s a n c e O n S e p t e m b e r 1 9 , 2 0 1 4 , K i m C h a p m a n ( P r i n c i p a l E c o l o g i s t ) a n d D o u g l a s M e n s i n g ( S e n i o r E c o l o g i s t ) o f A E S c o n d u c t e d a f i e l d r e c o n n a i s s a n c e o f t h e s i t e . A c c o m p a n i e d b y m e m b e r s o f t h e d e v e l o p m e n t t e a m , t h e y w a l k e d t h e s i t e a n d d o c u m e n t e d e x i s t i n g c o n d i t i o n s ( i n c l u d i n g l a n d f o r m s , s l o p e s , p l a n t s p e c i e s , w i l d l i f e o b s e r v a t i o n s , d r a i n a g e p a t t e r s , e r o s i o n , e t c . ) . I n b r i e f , t h e s i t e w a s d o m i n a t e d b y f a l l o w a g r i c u l t u r a l f i e l d s , w i t h a v a r i e t y o f w e t l a n d s g e n e r a l l y c o n s i s t e n t w i t h t h e f i n d i n g s o f o t h e r s . M o d e r a t e s l o p e s w e r e o b s e r v e d i n t h e s o u t h e r n p o r t i o n o f t h e s i t e , a n d s t e e p s l o p e s w e r e o b s e r v e d o n t h e s o u t h w e s t e r n e d g e w h e r e t h e s i t e b o r d e r s H o m e s t e a d T r a i l . F i n d i n g s E c o l o g i c a l C o n t e x t A c c o r d i n g t o M i n n e s o t a ' s E c o l o g i c a l C l a s s i f i c a t i o n S y s t e m , t h e s i t e i s l o c a t e d i n M i n n e s o t a ' s B i g W o o d s S u b s e c t i o n o f t h e M i n n e s o t a & N E I o w a M o r a i n a l S e c t i o n , o f t h e E a s t e r n B r o a d l e a f F o r e s t P r o v i n c e . T h e s i t e i s w i t h i n t h e P a i n t e r C r e e k M i n o r W a t e r s h e d , w h i c h d r a i n s i n t o L a k e M i n n e t o n k a ( s e v e r a l b a y s o f w h i c h a r e l i s t e d b y t h e M P C A a s " i m p a i r e d " ) , t h e n i n t o t h e M i n n e h a h a C r e e k a n d e v e n t u a l l y t h e M i s s i s s i p p i R i v e r . M o d e r a t e s l o p e s ( < 1 8 % ) e x i s t i n t h e s o u t h e r n p o r t i o n F i n a l L a n d S t e w a r d s h i p P l a n D e e r h i l l P r e s e r v e F i n a l P l a t 4 of the site. Site soils consist of a variety of upland and wetland (i.e., hydric) soils, ranging from well drained to very poorly drained. A large area of poorly drained soil is mapped just south of the site's center. On -site geotechnical investigations (including percolation tests) by others indicate that some of the USDA/NRCS soil mapping of the site may be inaccurate. Prior to European settlement, the majority of the site was dominated by Big Woods (e.g., oak, maple, basswood, hickory, elm). The northern portion of the site contained Tamarack Swamp, and low-lying drainageways likely contained wet prairie, wet meadow, and possibly marsh. Regional Ecological Significance Based on MnDNR Natural Heritage Information System (NHIS) records, the only rare natural feature recorded on the site is the Tamarack Swamp (a MnDNR-mapped Native Plant Community). This swamp is a sensitive wetland type, susceptible to degradation resulting from invasive species, stormwater runoff, and hydrologic alterations. Regarding other rare natural features, red -shouldered hawk (State -listed Species of Special Concern) was observed just east of the site as recently as 2007. The site's Tamarack Swamp was identified by multiple sources as a regionally significant ecological feature, habitat, or corridor. Several of these ecological classifications (including several derived from MLCCS data, such as the City of Medina's Open Space Plan "Composite" map) encompass the majority of the site; we believe this is due to the former Conservation Reserve Program (CRP) planting that contained prairie grasses, which was then replaced by cropland after CRP contract expiration in 2007. Baker Park Reserve, managed by Three Rivers Park District, lies immediately southwest of the site. This 2,700 acre Regional Park is one of the largest parks and natural areas in Hennepin County. Cultural/Historical/Scenic Significance The Minnesota State Historic Preservation Office (SHPO) database search did not identify cultural/historical resources on the site. The only structure known to have existed on the site is a barn, which is still present on the southwest edge of the property. The majority of the site has been in agricultural production since at least 1937 (see Aerial Photography Review, below). The Minnesota SHPO database report acquired for the site (Appendix A) identified two records in the site vicinity: 1. House (3050 Highway 6) — located approximately 850 ft southwest of the site 2. Barn (2885 6th Ave. N.) — located approximately 950 ft south of the site The site encompasses part of an elevated landform (a flat-topped ridge), which extends onto the site from the east, just south of its center. With slopes falling to the north, south, and west, this plateau provides spectacular scenic views of the Tamarack Swamp (north), wetlands and rural landscapes (south), and the wetlands and parkland of Baker Park Reserve (west). Views of the site from surrounding areas are generally limited due to topography, distance from nearby roads, and vegetative screening. The site is partly visible heading north from CR 6 and Homestead Trail. The proposed entrance road and the first few lots will be visible from this vantage point because the topography rises here. Aerial Photograph Review The earliest available aerial photograph of the site was from 1937. The photo shows the majority of the site in row crop agriculture (not including the Tamarack Swamp). A review of more recent aerial photos from the early 1990s through 2013 indicates that the majority of the site consisted of row crop agricultural fields through at least 1997. The Tamarack Swamp and several apparent lowlands Final Land Stewardship Plan — Deerhill Preserve Final Plat 5 and drainageways were not cultivated. By 2000, the majority of the cropland appeared to consist of grassland, which is consistent with CRP contract records. Then by 2009, these areas appeared to again be in row crop production, which seems to have continued through the 2013 photo. Agricultural Records Conservation Reserve Program (CRP) records indicate that the approximately 107 acres south of the Tamarack Swamp consisted of a CRP grassland planting from October 1997 to September 30, 2007; these records are consistent with the term of the CRP contract and reviewed aerial imagery. According to property records, there was also an Ag Preserve Covenant on approximately 160 acres of the property; this covenant expired on September 15, 2008. Land Cover & Wetlands The Minnesota Land Cover Classification System (MLCCS) was developed in the late 1990s but was not released until approximately 2001. The City of Medina was one of the first areas mapped as part of the pilot program, with MLCCS field work conducted in 1999. This initial land cover mapping identified site features such as the Tamarack Swamp in the north, a sliver of Maple Basswood Forest and Lowland Hardwood Forest along the east property line, low-lying areas of non-native vegetation (likely reed canary grass swales and depressions), planted crops, and an area of planted mesic prairie. Since then, MLCCS mapping updates were conducted. The latest update, however, based on 2007 field work, is not representative of the site's current land cover. In 2007, an approved wetland delineation of the entire site identified 15 wetlands totaling 41.5 acres. Most of this wetland area consisted of the Tamarack Swamp in the northern portion of the site. Several smaller wetlands were delineated at the eastern edge and in the central and southern portions of the site. In 2011, three wetlands (totaling approximately 30.85 acres) were identified and delineated on the northern 80 acres of the site; this northern delineation was approved in the Spring of 2012. A wetland delineation of the southern 90 acres of the site was approved on November 9, 2015, which identified 11 wetlands (totaling approximately 5.1 acres). CONSERVATION DESIGN OF DEERHILL PRESERVE Development Layout The conservation design approach described in the Introduction was applied to the Deerhill Preserve site. The development team (including planner, landscape architect, engineer, and ecologist) worked together to identify and respond to the site's unique attributes and sensitive natural features. AES identified primary and secondary conservation areas, appropriate ecological buffers, and ecological corridors/connections. These conservation areas were avoided to the extent feasible when siting the development's roads and residential lots, and they have been thoughtfully integrated into the development's design, establishing a connected network of predominantly native landscapes. The Deerhill Preserve site design also followed the Better Site Design/Low Impact Development (LID) practices of the Minnesota Stormwater Manual from the Minnesota Pollution Control Agency (MPCA). The Deerhill Preserve conservation development design incorporated all of the MPCA's "better site design techniques" listed below, except where noted: Final Land Stewardship Plan — Deerhill Preserve Final Plat 6 " P r e s e r v e n a t u r a l a r e a s " N a t u r a l a r e a c o n s e r v a t i o n " S i t e r e f o r e s t a t i o n " S t r e a m a n d s h o r e l i n e b u f f e r s ( t h e s i t e l a c k s s t r e a m s a n d l a k e s , b u t t h e d e s i g n i n c o r p o r a t e s e c o l o g i c a l b u f f e r s a r o u n d a l l w e t l a n d s ) " O p e n s p a c e d e s i g n " D i s c o n n e c t a n d d i s t r i b u t e r u n o f f " S o i l c o m p o s t a m e n d m e n t s ( t h e s e m a y b e i n c o r p o r a t e d i n t o f i n a l d e s i g n o f s t o r m w a t e r m a n a g e m e n t e l e m e n t s ) " D i s c o n n e c t s u r f a c e i m p e r v i o u s c o v e r " R o o f t o p d i s c o n n e c t i o n " G r a s s c h a n n e l s " S t o r m w a t e r l a n d s c a p i n g " N a r r o w e r s t r e e t s ( p r i v a t e r o a d s ) " R e d u c e i m p e r v i o u s c o v e r i n s i t e d e s i g n " N a r r o w e r s i d e w a l k s ( n o s i d e w a l k s a r e p r o p o s e d ; a l l t r a i l s w i l l b e n a t u r a l s u r f a c e ) " S m a l l e r c u l - d e - s a c s T h e p r o p o s e d c o n s e r v a t i o n d e v e l o p m e n t p l a n w i l l r e m o v e n o n a t i v e f o r e s t a n d w i l l p r e s e r v e a n d b u f f e r t h e e x i s t i n g M a p l e - B a s s w o o d F o r e s t a t t h e e a s t e d g e o f t h e s i t e . V i r t u a l l y n o d e v e l o p m e n t i s p r o p o s e d a l o n g t h e e n t i r e e a s t e d g e o f t h e s i t e , w h i c h c r e a t e s a n d e n h a n c e s a p o t e n t i a l e c o l o g i c a l c o r r i d o r b e t w e e n t h e T a m a r a c k S w a m p i n t h e n o r t h a n d t h e w e t l a n d c o m p l e x t o t h e s o u t h . T h e o n - s i t e p o r t i o n o f t h i s c o r r i d o r w i l l h a v e a m i n i m u m w i d t h o f 1 5 0 f e e t a n d a v e r a g e o v e r 3 5 0 f e e t w i d e a l o n g t h e d e v e l o p e d p o r t i o n o f t h e s i t e . A l t h o u g h s o m e h o m e s i t e s a r e p r e s e n t n e a r b y o f f s i t e t o t h e e a s t , t h e f u n c t i o n a l c o r r i d o r i s w i d e r s t i l l . T h r e e s m a l l w e t l a n d s a n d a p o r t i o n o f a f o u r t h w e t l a n d w i l l b e i m p a c t e d b y t h e p r o p o s e d d e v e l o p m e n t ; t h e s e t o t a l a p p r o x i m a t e l y 2 4 , 8 2 9 s q u a r e f e e t , o r 0 . 5 7 a c r e s ( 0 . 1 7 a c r e s o f i m p a c t e d w e t l a n d s a r e l o c a t e d i n t h e C i t y o f O r o n o , b u t w i l l b e m i t i g a t e d f o r o n t h e M e d i n a s i t e ) . T o d a y , h o w e v e r , t h e s e w e t l a n d s a r e p r i m a r i l y c r o p l a n d t i l l e d , t e m p o r a r i l y f l o o d e d d e p r e s s i o n s p r o v i d i n g l i m i t e d f u n c t i o n s a n d v a l u e s . I m p a c t e d w e t l a n d s w i l l b e m i t i g a t e d o n s i t e t h r o u g h t h e r e s t o r a t i o n a n d e n h a n c e m e n t o f a t l e a s t 1 . 1 4 a d d i t i o n a l a c r e s o f h i g h q u a l i t y w e t l a n d s i n t e g r a t e d i n t o t h e s i t e ' s m o s a i c o f r e s t o r e d / e n h a n c e d p l a n t c o m m u n i t i e s . I n a d d i t i o n t o w e t l a n d m i t i g a t i o n r e q u i r e m e n t s , a n o t h e r 1 . 8 6 a c r e s o f w e t l a n d s w i l l b e i n t e g r a t e d i n t o t h e d e v e l o p m e n t p l a n . T h i s e x c e e d s t h e m i n i m u m r e p l a c e m e n t s t a n d a r d s f o r p r o p o s e d w e t l a n d i m p a c t s . G r a d i n g a n d E c o l o g i c a l S t o r m w a t e r M a n a g e m e n t S i t e g r a d i n g a n d d i s t u r b a n c e h a s b e e n m i n i m i z e d t o t h e e x t e n t f e a s i b l e , r e t a i n i n g n a t u r a l d r a i n a g e p a t t e r n s . A E S w o r k e d w i t h t h e d e s i g n t e a m t o c a p i t a l i z e o n o p p o r t u n i t i e s f o r e c o l o g i c a l s t o r m w a t e r m a n a g e m e n t i n o r d e r t o m i n i m i z e r u n o f f a n d e n s u r e t h a t a n y w a t e r r e a c h i n g w e t l a n d s o r l e a v i n g t h e s i t e i s o f h i g h q u a l i t y . I m p e r v i o u s s u r f a c e s h a v e b e e n m i n i m i z e d b y l i m i t i n g t h e d e v e l o p m e n t ' s p r i v a t e r o a d w i d t h s t o 2 2 f e e t , r e d u c i n g t h e d i a m e t e r o f c u l - d e - s a c s , e l i m i n a t i n g s i d e w a l k s , a n d u s i n g o n l y n a t u r a l - s u r f a c e t r a i l s . P r i v a t e l o t s w i l l b e r e q u i r e d t o r o u t e r o o f t o p , d r i v e w a y , a n d p a r k i n g a r e a r u n o f f t o d e s i g n a t e d s t o r m w a t e r m a n a g e m e n t f e a t u r e s o r t o a r e a s o f p e r m a n e n t v e g e t a t i o n . E c o l o g i c a l s t o r m w a t e r m a n a g e m e n t e l e m e n t s i n c o r p o r a t e d i n t o D e e r h i l l P r e s e r v e ' s c o n s e r v a t i o n d e s i g n i n c l u d e : F i n a l L a n d S t e w a r d s h i p P l a n D e e r h i l l P r e s e r v e F i n a l P l a t 7 " r e s t o r e d l a n d s c a p e s d o m i n a t e d b y n a t i v e v e g e t a t i o n , w h i c h w i l l i n f i l t r a t e r u n o f f ; " t r e a t m e n t w e t l a n d s ( i n c l u d i n g i n f i l t r a t i o n b a s i n s a n d p o n d s ) , w h i c h r e m o v e p o l l u t a n t s a n d s t o r e f l o o d p u l s e s ; " o t h e r i n f i l t r a t i o n a r e a s ( e . g . , p r a i r i e s / m e a d o w s ) , w h i c h r e d u c e r u n o f f v o l u m e a n d r e c h a r g e s h a l l o w g r o u n d w a t e r , w h i c h p r o v i d e s b a s e f l o w t o d o w n h i l l w a t e r b o d i e s a n d w e t l a n d s ; " a d r y c r e e k b e d , w h i c h p r o v i d e s a d d i t i o n a l p o l l u t i o n r e m o v a l a n d a e r a t e s t h e w a t e r ; a n d " v e g e t a t e d s w a l e s , w h i c h f i l t e r p o l l u t a n t s o u t o f r u n o f f a n d a l s o i n f i l t r a t e t o s h a l l o w g r o u n d w a t e r . C u l t u r a l A m e n i t i e s & A c c e s s T r a i l s w e r e d e s i g n e d t o p r o v i d e p u b l i c a n d p r i v a t e a c c e s s t o a n d t h r o u g h t h e s i t e ' s R e s t o r a t i o n a n d R e s e r v e A r e a s . H o w e v e r , e x t e n s i v e t r a i l s w e r e e x c l u d e d f r o m t h e T a m a r a c k S w a m p a n d o t h e r s e n s i t i v e n a t u r a l a r e a s t h a t p r o v i d e r e f u g e f o r s e n s i t i v e w i l d l i f e . T h e s i t e h a s v e r y l i t t l e f r o n t a g e o n a d j a c e n t s c e n i c r o a d w a y s , a n d i s n o t h i g h l y v i s i b l e f r o m a d j a c e n t p r o p e r t i e s , w i t h s o m e l i m i t e d e x c e p t i o n s . T h e s i t e d o e s c o n t a i n s i g n i f i c a n t t o p o g r a p h i c c h a n g e s , g i v e n t h e p l a t e a u a t t h e c e n t e r o f t h e s i t e . T h e p l a t e a u s l o p e s d o w n w a r d t o t h e n o r t h , s o u t h , a n d w e s t f r o m t h i s h i g h p o i n t . A l t h o u g h a s l i g h t t o p o g r a p h i c h i g h b i s e c t s t h e s i t e a p p r o x i m a t e l y a t t h e D e e r H i l l R o a d r i g h t - o f - w a y , t h e s e t b a c k o f o v e r 8 5 0 f e e t f r o m a d j a c e n t r o a d w a y s a n d p r o p e r t i e s w i l l m a k e s t r u c t u r e s h e r e a t m o s t o n l y i n t e r m i t t e n t l y v i s i b l e f r o m t h e s u r r o u n d i n g s . A d d i t i o n a l l y , t h i s a r e a i s w e l l b u f f e r e d b y v e g e t a t i o n a n d o t h e r r e s i d e n t i a l h o m e s i t e s o n H o m e s t e a d T r a i l . T r a v e l i n g n o r t h o n H o m e s t e a d T r a i l f r o m C R - 6 , s o m e h o m e s o n t h e s i t e w i l l b e v i s i b l e , b u t t h e p r o p o s e d l a n d s c a p i n g w i l l s o f t e n t h e v i e w s h e d f r o m t h e w e s t . F i n a l L a n d S t e w a r d s h i p P l a n D e e r h i l l P r e s e r v e F i n a l P l a t 8 OWNERSHIP, CONSERVATION OBJECTIVES & LAND PROTECTION Deerhill Preserve Land Allocation The Deerhill Preserve Final Plat addresses a 170-acre Conservation Design Subdivision. The proposed development plan calls for a variety of Development Areas and Conservation Areas, as illustrated in Figure 1 below and in Exhibit 1 (attached). Figure 1. Deerhill Preserve Land Allocation Deerhill Preserve Site (171 ac) Development Area (80 ac) Roads & ROW (8 ac) Private Lots (72 ac) Development Area T City Park Land Dedication (2 ac) Conservation Area (89 ac) Reserve (48 ac) Wetland Forest Restoration Area (41 ac) Prairie/ Savanna Wetland Areas not included in the Land Stewardship Plan Deerhill Preserve's approximately 80 acres of Development Area includes roads, rights -of -way (ROW), and private lots. The main road through the Deerhill Preserve subdivision will be public (owned and maintained by the City of Medina), and the two cul-de-sacs will be privately owned and managed by the Deerhill Preserve Homeowners Association (HOA). Private lots will be owned and maintained by PRDC until the lots are purchased by homeowners. City Park Land Dedication Approximately 2 acres of land will be dedicated to the City to fulfill a portion of the City's park dedication requirements. This property will be deeded to the City at Final Plat and will not be a part of the Conservation Area or the Development Area. Additionally, public trails are planned within the Conservation Area and the corresponding acreage is included within the Conservation Area identified in Figure 1. Final Land Stewardship Plan — Deerhill Preserve Final Plat 9 Conservation Area The City of Medina defines Conservation Area as: Designated land within a Conservation Design Subdivision that contributes towards achievement of one or more of the conservation objectives. A Conservation Easement is placed on Conservation Areas to permanently restrict the Conservation Area from future development. Conservation Areas may be used for preservation of ecological resources, habitat corridors, passive recreation, and for pasture, hay cropping and other low impact agricultural uses. The approximately 89 acres of Conservation Area (CA) in the Deerhill Preserve subdivision will be protected under a conservation easement that will be held by the Minnehaha Creek Watershed District (MCWD), with the HOA retaining ownership of the CA. The CA will consist of approximately 48 acres of Reserve and approximately 41 acres of Restoration Area. Each of these areas is discussed below in terms of ownership, objectives, proposed restoration/enhancement, land protection methods, scheduling, funding, and enforcement. The Reserve The Reserve will consist primarily of existing wetlands (including the Tamarack Swamp) and forests (including Maple -Basswood Forest). Ownership & Objectives The areas identified on the Deerhill Preserve Plat as "Reserve" will be owned by the Deerhill Preserve HOA (Owner.) The edges of these areas will be marked clearly in the field with permanent MCWD conservation signage. The overarching objective for the Reserve is to retain or improve the existing natural resource values and ecosystem functions of these areas. Proposed Landscape Conditions The Reserve areas will remain much as they are today;however, the Owner and/or MCWD may conduct ecological enhancement or management activities to improve their ecosystem functions in the future. The only other exception in the Reserve areas are the "CRP Nursery Plantings" identified on Exhibit 1. This overlay designates areas that were planted with trees and shrubs by the Owner as a part of a Conservation Reserve Program (CRP) contract, and are now protected with a nursery license. PRDC may or may not relocate and remove these plantings over time, and if such plantings are removed, the disturbed areas will be restored with vegetation appropriate to the site. Land Protection Methods & Schedule The Reserve will be protected by the conservation easement, which will be held by the MCWD. Per the easement requirements, the MCWD will perform, at a minimum, annual monitoring inspections of the easement to ensure compliance with the easement, identify any violations or concerns, and notify the City so that they may take the appropriate regulatory action to rectify any issues. No schedule is proposed for ecological enhancement or management activities within the Reserve; however, these predominantly wetland and forest areas will benefit from the restoration and management activities that will occur in the Restoration Area. Final Land Stewardship Plan — Deerhill Preserve Final Plat 10 Land Protection Funding Through its holding of the conservation easement, the MCWD has accepted responsibility for funding perpetual monitoring of the easement. Ecological enhancement or ongoing management is not scheduled for the Reserve; therefore, land protection funding is not required for this area. Land Protection Enforcement Because the Reserve is covered by the MCWD-held conservation easement, all easement requirements will be monitored by the MCWD, and any violations will be communicated to the City for their regulatory enforcement. In the event of a violation, the City in coordination with MCWD will provide written notice to the HOA (fee holder) detailing the violation and identifying the proper corrective action. In the event the violation is not addressed in a timely manner (typically within one month), the City shall have the right to enter the premises and take the needed corrective actions, with the costs of such corrective actions being assessed against the fee holder of such area. Restoration Area Restoration Areas will consist primarily of prairie/meadow, savanna (opportunity to develop over time), and wetlands. These areas will be actively restored or enhanced as diverse, predominantly native plant communities. Ownership & Objectives The areas identified on the Deerhill Preserve Preliminary Plat as "Restoration Area" will be owned by the Deerhill Preserve HOA. The edges of these areas will be marked clearly in the field with permanent MCWD conservation signage. The objectives for the site's Restoration Area are: 1. Convert agricultural fields and degraded wetlands to relatively large blocks of predominantly native habitat (primarily prairie/meadow, savanna, and wetland) for their ecosystem services and for the enjoyment of residents. The existing agricultural wetlands near the center of the site will be enhanced, restoring a historical wetland complex. 2. Provide naturalized stormwater treatment of the development's runoff through volume, rate, and water quality management. The proposed restored prairies/meadows, savannas, vegetated swales, dry creek bed, infiltration basins and other infiltration areas, and stormwater ponds will promote volume and runoff reduction (through infiltration and other practices, where feasible), rate control, and effective nutrient removal. The stormwater management features will be protected by the conservation easement, as well as a City drainage and utility easement. 3. Provide limited, passive recreational gathering areas for residents of Deerhill Preserve to experience and enjoy the site's Conservation Area. 4. Provide a limited, passive recreational, natural surface trail system. This will include private trails for residents of Deerhill Preserve, as well as public trails for the larger community to experience and enjoy the site's Conservation Area. Proposed Landscape Conditions The Deerhill Preserve Restoration Area (currently dominated by agricultural fields) will be actively restored to a mosaic of regionally -appropriate, predominantly native landscapes including prairie/meadow and savanna interspersed with a variety of wetlands. Ecological restoration of these areas will entail eradication of existing, primarily invasive and weedy vegetation, soil preparation, and Final Land Stewardship Plan — Deerhill Preserve Final Plat 11 seeding and planting of appropriate native and non-native species. Implementation costs to complete the prairie establishment effort is estimated at approximately $125,000. The Restoration Area's ecological restoration and enhancement zones are illustrated in Exhibit 1. During the General Plan of Development process, PRDC committed to re -planting the Restoration Area using the prairie "cover crop" (or a comparably diverse seed mix)that was planted on the site from 1997-2007 as part of a Conservation Reserve Program (CRP) contract (Seed Mix attached as Appendix B). PRDC will plant the Restoration Area with tailored seed mixes to restore the area with short grass prairie, wildflower and meadow species, upland buffers and wetlands. Seed mixes may be augmented in the future with live plantings, including trees and shrubs in savanna areas, but no schedule has been identified for implementation of these plantings. Existing erosion features in the site's Restoration Area, such as some of the site's existing drainageways, will be re -graded to blend naturally with the surrounding landscape and will be stabilized during restoration/enhancement activities. Land Protection Methods & Schedule PRDC will be responsible for the ecological enhancement, restoration, operations and maintenance of the site's Restoration Area as described in the previous section until such time the fee and title of the Conservation Area is turned over to the Deerhill Preserve HOA. The MCWD will hold a conservation easement over this area. PRDC will prepare an Ecological Restoration and Management Plan (ERMP) describing the restoration efforts of the project, with the initial phase primarily focused on establishment of the prairie/meadow and wetlands. PRDC will share the ERMP with the MCWD to ensure compliance with their requirements as the conservation easement holder. The ERMP will outline in detail the steps necessary to enhance, restore, and manage the Restoration Area's proposed landscapes as previously described. More specifically, the ERMP will include an implementation phasing strategy and methods to accomplish: • Removal of invasive species; • Soil preparation for seeding and planting; • Installation of vegetation, including seed mixes for each restoration zone; • Establishment maintenance for the first three years of restoration; • Suggestions for Long-term (i.e., perpetual) management, monitoring, and reporting. Predominantly native plant communities take time to develop and are low -maintenance —not no - maintenance —landscapes. Therefore, restoration and enhancement, initial establishment maintenance, and perpetual stewardship will be required to sustain the conservation values of these areas. Table 1 summarizes the anticipated three years of initial prairie/meadow and wetland restoration, enhancement, and establishment tasks for the site's Restoration Area. Final Land Stewardship Plan — Deerhill Preserve Final Plat 12 Table 1. Anticipated Tasks and Schedule for Initial Restoration, Enhancement and Establishment General Task Description/Subtask Year 1 (2016) Year 2 (2017) Year 3 (2018) i-I ararararofcfclaaracfar N M et i-I N M et e-I N M '7 Seeding Install native and non-native seed (where site prep complete) Weed Control (site prep and control) Broadcast herbicide, spot -spray and/or mow Prescribed burn (if used for site prep) Seeding Install native and non-native seed (where additional site prep was required) Brushing Cut & stump treat invasive woody vegetation Brushing Follow -Up Foliar-spray herbicide for invasive woody vegetation Prescribed Burn/Haying Prescribed burn (where fuel is sufficient and burn warranted) or Haying Ecological Monitoring & Reporting Assess & document site conditions & prepare summary report Notes: Q = quarter of year Perpetual management will be essential to maintaining the composition, structure, and function of healthy ecosystems throughout the Restoration Area. Perpetual management activities will be tailored to meet the performance standards that will be detailed within the ERMP, and may include activities such as: • Control of weeds and invasive vegetation with spot herbicide treatments; • Prescribed burning or haying of prairie/meadow, savanna, and wetland areas (when and where appropriate); • Remedial or enhancement seeding or planting; and • Monitoring and reporting. Table 2 presents the anticipated perpetual management schedule for the site, and generally addresses activities that may be conducted in any phase of restoration. The following table is illustrative of a management schedule which will be further tailored within the ERMP. Final Land Stewardship Plan — Deerhill Preserve Final Plat 13 Table 2. Suggested Perpetual Management Schedule Plant Community Task Repetition Interval, In Years Monitoring & Annual Reporting Weed Control Scheduled Vegetation Disturbance Remedial Seeding (if needed) Mesic Short Prairie 1 2-3 2-3 3-5 Wet Prairie 1 1-3 2-3 3-5 Wet Meadow 1 1-3 3-5 3-5 No-Mow/Low-Grow 1 1-2 NA 2-4 Notes: Schedule assumes that prescribed burning or haying will be employed as a restoration and management technique. Land Protection Funding Ecological restoration and enhancement requires a substantial initial investment, followed by significantly reduced, but perpetual, annual stewardship costs to address operations and maintenance needs. PRDC will identify and hire a qualified ecological contractor to complete the initial restoration, enhancement, and establishment tasks proposed for the site's Restoration Area. Initial restoration, enhancement, and establishment is anticipated to take approximately three years (2016- 2018) to establish the prairie/meadow (see Table 1). Following initial restoration, enhancement, and establishment (typically the initial three-year period), the average annual perpetual management cost for the entire site's Restoration Area is estimated to be $250-350 per acre. Management staffing will be provided by a qualified ecological contractor selected and compensated by the Deerhill Preserve HOA. Annual HOA dues (paid by Deerhill Preserve residents) will be supplemented by PRDC (as necessary) to ensure that an escrow account to fund perpetual stewardship totals no less than $12,300 ($300/ac x 41 ac Restoration Area) at the onset of the perpetual management period (beginning in 2019). The stewardship account will continue to be funded by annual HOA dues plus a perpetual real-estate transaction fee (estimated at $500 per transaction), which will provide additional funds to the account each time a property within the development is sold. PRDC, with input from MCWD, will develop the site ERMP, and the annual stewardship costs will be further refined to ensure adequate funds are available to fulfill the commitments of this Final LSP. Land Protection Enforcement MCWD staff will conduct annual inspections of the conservation easement to document site conditions and ensure the conservation values of the easement are being upheld. In the event that issues or a violation are identified, the MCWD will immediately inform the City, which will work in coordination with the MCWD to notify the Deerhill Preserve HOA (fee holder) of the violation and direct the HOA to take prompt action to resolve any issues. The HOA will be required to maintain a General Liability insurance policy that will cover all Conservation Areas, exclusive of the public trails, owned by the Deerhill Preserve HOA. The MCWD is in agreement with this Final LSP, insurance coverage requirements, perpetual stewardship obligations, and preliminary cost estimates developed for funding of the conservation areas. PRDC recognizes that in the event that the fee holder of the Conservation Area, common areas and facilities, or any successor organization thereto, fails to properly maintain all or any portion of the aforesaid common areas or facilities, the City in coordination with the holder of the conservation Final Land Stewardship Plan — Deerhill Preserve Final Plat 14 easement (MCWD or its assigns), may serve written notice upon such fee holder setting forth the manner in which the fee holder has failed to maintain the aforesaid common areas and facilities. Such notice shall set forth the nature of corrections required and the time within which the corrections shall be made. Upon failure to comply within the time specified, the fee holder, or any successor organization, shall be considered in violation of this Final LSP, in which case the City shall have the right to enter the premises and take the needed corrective actions. The costs of enforcement and corrective actions by the City shall be assessed against the properties that have the right of enjoyment of the common areas and facilities. CONCLUSION The proposed Deerhill Preserve conservation development complies with the City of Medina's Conservation Design District requirements, and will serve as a model for future conservation developments in the City and region. The implementation and perpetual management of the project —as ensured by the MCWD-held conservation easement —will result in a high quality development, in which quality homes, valuable community amenities, and enhanced ecological functions all work together and create a beautiful, livable place. Final Land Stewardship Plan — Deerhill Preserve Final Plat 15 Appendix A. Minnesota State Historic Preservation Office Database Report History/Architecture Inventory PROPERTY NAME ADDRESS Twp Range Sec Quarters USGS Report NRHP CEF DOE Inventory Number COUNTY: Hennepin CITY/TOWNSHIP: Orono house 3050 Highway 6 118 23 28 SE -NW -SW Excelsior xx-95-4H HE-ORC-036 barn 2885 6th Ave. N. 118 23 28 SE -NE -SW Orono xx-95-4H HE-ORC-037 Tuesday, February 24, 2015 Page 1 of 1 Appendix B. Conservation Reserve Program (CRP) Native Seed Mix Exhibit Deerhill 1. Preserve Final Stewardship Land Plan `` ..... -- i / Site Boundary \ '' -. '// Reserve Restoration Area Road and ROW �j Impacted Wetland X X x X. x x -, \ \ •, '` 1 CRP Nursery Plantings x x If-��� — — - Wetland Boundary i, a:1, Stormwater Management Area �� V • •„... Wetland Buffer 4;4 .• • i Dry Creek Bed•�i • 4. Private Lot Line --- Proposed Trail 4. * 1#4 f OUTLOT F / �.ft% / e 41 0 4 41 f,. tI 0 ," i a k \ J �_�= I_� j1 .--:•.-- l'_J:, ^ / �-t.--..., i ...._ 1 ; �-� - I ; :/ it :I � I \';, , --I 1\', L. J ' Data Sources: - Sathre-Bergquist, Inc. AES Job Number: 14-1069 Filename: Deerhill Preserve Final LSP_2016-03-10 Date: 03/10/2016 / '"/ (;;<-� a --- /; ;: % - �i �^rilir li 1 i �"VrLJra APPLIED ECOLOGICAL SERVICES ) •:' 21938 Mushtown Road Prior Lake, MN 55372 --- i;% * 952-447-1919 www.appliedeco.com N ::1 `� -'��>, 0 200 400 800 Feet `'� 7 - i I PRDC AND MCWD ARE WORKING ON FINAL REVISIONS TO THIS EASEMENT DOCUMENT. THE PARTIES BELIEVE THIS DOCUMENT IS CLOSE TO ACCEPTABLE, BUT THERE ARE SOME REMAINING ISSUES TO BE WORKED OUT PRIOR TO EXECUTION. 3/11/2016 CONSERVATION EASEMENT Legal Description of Protected Property: OUTLOTS B, C, E, F, I, K, N DEERHILL PRESERVE FIRST ADDITION (collectively referred to as the "Outlots", the "Protected Property" or the "Easement Area"). Torrens Property Certificate of Title No(s): 862516 This is a CONSERVATION EASEMENT granted by Property Resources Development Corporation, Inc., a Minnesota Corporation ("Owner"), to the Minnehaha Creek Watershed District, a governmental body created under Minnesota Statutes Chapter 103D (the "District"). RECITALS: A. OWNER. The Owner is the Owner in fee simple of the real property in the City of Medina, Hennepin County, Minnesota, and legally described above (the "Protected Property"). The general location of the Protected Property is identified as Outlots B, C, E, F, I, K, N on the Final Plat attached hereto as Exhibit A (hereinafter referred to as the "Plat") and the Site Plan attached hereto as Exhibit B (hereinafter referred to as the "Site Plan"). B. PROTECTED PROPERTY. The Protected Property is approximately 89 acres which encompasses in part approximately 30 acres of an approximately 46-acre Tamarack swamp, public waters as defined in Minnesota Statutes § 103G.005, Subd. 15, and contains a wetland, floodplain and mature tree canopy. The remaining approximately 55 acres of the Protected Property historically has been used for agricultural purposes. The Owner has agreed to grant this Conservation Easement, in part, as a condition imposed by the City of Medina (the "City") for approval of a Conservation Design Planned Unit Development (incorporated herein and attached as Exhibit C, and hereinafter referred to 1 as the "PUD") a form of residential development (pursuant to applicable City regulations) on the Protected Property and contiguous real property thereto (hereinafter referred to as the "Residential Community"). C. MINNEHAHA CREEK WATERSHED DISTRICT. The Minnehaha Creek Watershed District is a governmental body created and operated exclusively for the purposes of water resource protection, conservation and management, including the protection, conservation, and management of lands to serve those purposes. The District is an organization qualified to hold conservation easements under Minnesota law and Section 170(h) of the Internal Revenue Code and related regulations. D. CONSERVATION POLICY. Preservation of the Protected Property will further those governmental policies established by the following: 1. Minnesota Statutes Chapter 84C, which recognizes the importance of private conservation efforts by authorizing conservation easements for the protection of natural, scenic, or open space values of real property, assuring its availability for agriculture, forest, recreational, or open space use, protecting natural resources, and maintaining or enhancing air or water quality. 2. The Metropolitan Surface Water Act, Minnesota Statutes Section 103B, which specifically identifies the importance of protecting the natural surface waters and groundwaters of the Metropolitan Area. 3. Minnesota Statutes Section 103D which provides for the establishment of watershed districts to conserve the natural resources of the State. 4. Minnehaha Creek Watershed District watershed management plan (as amended) which includes the policies, programs, and projects implementing the Metropolitan Surface Water Act. E. CONSERVATION INTENT. It is the parties intent to create and implement a conservation easement that is binding in perpetuity upon the Owner and all future owners of the Protected Property and that conveys to the District the right to protect and preserve the Protected Property for the benefit of this generation and generations to come, pursuant to the terms of this Conservation Easement. F. DOCUMENTATION. The current condition of that part of the Protected Property designated as the Reserve Area (as defined in Section 2.3 of this Conservation Easement) is generally described within the Land Stewardship Plan which is incorporated as Exhibit D of this Easement. The Owner and the District acknowledge that the Land Stewardship Plan accurately represents the condition of the Reserve Area at the time of this conveyance and the Conservation Plan (as defined in Section 2.1 of this Conservation Easement) may be used by the parties in monitoring future uses of the Protected Property, in documenting compliance with the terms of this Easement and in any enforcement proceeding. The Conservation Plan does not preclude the use of other information and 2 evidence to establish the present condition of the Reserve in the event of a future controversy. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: CONVEYANCE OF CONSERVATION EASEMENT: Pursuant to the laws of the State of Minnesota and in particular Minnesota Statutes Chapter 84C and in consideration of the Recitals above and the mutual covenants contained herein and in further consideration of the sum of one dollar and other valuable consideration, the Owner hereby grants to the District a perpetual conservation easement over OUTLOTS B, C, E, F, I, K, AND N, DEERHILL PRESERVE FIRST ADDITION and as generally identified on the Plat and Site Plan attached hereto as Exhibits A and B and incorporated herein, respectively. The conservation easement granted herein consists of the following rights, terms and restrictions applicable within the Protected Property (the "Conservation Easement" or "Easement"): 1. CONSERVATION PURPOSE. The purpose of this Easement is to preserve and protect in perpetuity the Protected Property by: (a) confining the development, management and use of the Protected Property to uses and activities that are consistent with the Conservation Plan as further defined in Section 2.1, (b) prohibiting activities as set forth in this Conservation Easement, and (c) providing for remedies in the event of any violation of this Easement. The terms of this Easement are specifically intended to provide a significant public benefit, including but not limited to restoring and protecting the water quality, habitat value and ecological integrity of surface waters and wetlands, as well as associated riparian land, floodplain and supporting groundwater, both on the Protected Property and within the wider hydrologic system in which they are situated, as further described in the District's watershed management plan, along with the facilitation of public educational and passive recreational use by the local community consistent with protection restoration and protection of the resource. 2. PRESERVATION AND RESTORATION. 2.1. In conjunction with the development of the Residential Community, the Owner will complete the restoration of the natural resources of portions of the Protected Property identified on the Site Plan as the "Restoration Area," and as specified in the Land Stewardship Plan ("LSP") dated _, 2016 and the Ecological Restoration Management Plan ("ERMP") dated _ , 2016, prepared by Applied Ecological Services, Inc. for the Owner (incorporated herein as Exhibits D and E, respectively, and hereinafter collectively referred to as the "Conservation Plan"). 2.2. Once the baseline restoration plantings are established within the Restoration Area pursuant to the Conservation Plan, the Owner shall maintain the Restoration Area in accordance with the ERMP. 3 2.3 The Owner has no obligation to complete any restoration within the area generally identified as the Reserve Area in the LSP, including, without limitation, the removal of any species or the installation of any plantings. The Reserve Area is also identified on the Site Plan and shall hereinafter be referred to as the "Reserve Area." 3. USES WITHIN THE CONSERVATION EASEMENT: In furtherance of the intent of this Conservation Easement, the Conservation Easement is subject to the activity and use rights and limitations set forth in Section 3. The permitted uses set forth below are not intended to be exclusive. The terms of this Section apply to Owner and all persons acting under Owner's authority or control. 3.1 Permitted Activity Limited. Permitted activity on the Easement is limited to those activities specifically permitted in this Conservation Easement. The Conservation Plan will be interpreted as consistent with and subject to this Conservation Easement. No activity may be conducted under the Conservation Plan so as to violate any term of this Easement. 3.2. Industrial and Commercial Activity. No industrial or commercial use of the Easement is allowed. 3.3. Right of Way. No right of way shall be granted across the Easement area except the right-of-way shown on the Plat (Exhibit A) and the Site Plan (Exhibit B) to serve the lots in the Residential Community. 3.4. Mining. No mining, drilling, exploring for or removing of any minerals from the Easement Area is allowed. The foregoing notwithstanding, prior to completing the restoration within the Restoration Area, the Owner may remove material within the Restoration Area for use in the development of the Residential Community, in which case Owner will protect and restore the disturbed area in accordance with the Conservation Plan. 3.5. Subdivision. The Easement may not be divided, subdivided, or partitioned. Any adjustment to the boundary of a lot within the Easement (e.g., for the installation of septic) requires District approval. Any such adjustment will be evidenced by the recording of an Amendment to this Conservation Easement to redefine the Protected Property. 3.6. Water. No activity shall be conducted on the Easement that would pollute, alter, deplete, or extract surface water or groundwater; cause erosion; or be detrimental to water quality, except as follows: a. Activities approved in writing by District that restore or enhance wildlife habitat or native biological communities or that improve or 4 enhance the function and quality of existing wetlands and surface waters on and off of the property. b. Activities undertaken in the exercise of rights reserved under Section 3 of this Easement, if any, that might cause erosion or impact water quality on a temporary basis, provided that all reasonable erosion and sediment control measures are undertaken to limit the impacts of those activities. All activities permitted hereunder remain subject to any applicable permitting requirements of the District and other governmental bodies. c. Owner shall have the right to install wells within the Conservation Easement for purposes of providing irrigation for plantings and landscaping within any right of way, Protected Property or common elements installed as part of the Residential Community. 3.7. Dumping. No trash, garbage, organic material for composting, hazardous or toxic substances or unsightly material may be dumped or placed on the Easement Area. 3.8. Storage Tanks. There shall be no placement of underground storage tanks on, in, or under the Easement Area. 3.9. Agricultural Use. No agricultural use or cultivation, except for vegetation management permitted under subsection 3.14, below, is allowed within the Conservation Easement unless approved by the District. 3.10. Utilities. Limited utilities are permitted within the Easement as follows: a. The Owner reserves the right to use the Easement for siting of secondary drainfields for individual septic systems associated with the lots contained within the Residential Community, subject to the limits in the approved PUD or as allowed by applicable City regulations. . All secondary drainfields shall be subject to maintenance and management requirements of the Deerhill Preserve Homeowners Association (hereinafter referred to as the "HOA") and all applicable laws and regulations. If a secondary drainfield is sited within the Conservation Easement a survey showing the location of the drainfield shall be provided to the District and vegetation over the drainfield shall be reasonable consistent with adjacent vegetation . . b. Stormwater management facilities for the Residential Community may be located within the Easement. c. The Protected Property is subject to and encumbered by those utility easements identified on the Final Plat, which is attached hereto as Exhibit A. d. Owner will not grant any new utility license or easement, or expand any existing utility license or easement, on or under the Easement Area, and will not install any utility pursuant thereto, except for those utilities that solely serve one or more lots within the Residential Community. In such a case, the utility will be subsurface if feasible and will be routed through the Conservation Easement only if an alternative route is not commercially feasible. e. Owner will give the District notice before land disturbance under this Subsection 3.10. The District may prescribe reasonable terms to protect the adjacent land and restore the disturbed area following the work, which terms shall not be more restrictive than the terms and conditions of any requisite permits. 3.11. Recreational Use. Owner retains the right to access the Conservation Easement areas for passive recreational use. This includes but is not limited to the following: a. Owner may establish and maintain private turf trails for fire breaks, walking, cross-country skiing, horseback riding and other non -motorized recreational activities on or across the Easement, as generally identified on the Site Plan. Owner may establish and maintain other trails with District approval. b. Owner may use any area within the Conservation Easement containing short prairie grass as identified on the Conservation Plan for occasional community gatherings. Temporary structures such as tents and pergolas, but not permanent structures, may be erected. c. Owner may permit hunting within the Conservation Easement. d. Recreational use may not occur within a drainfield. 3.12. Fences. No fence may be located or constructed within the Easement except as agreed to by both parties. 3.13. Structures and Improvements. No temporary or permanent building, structure, sign or other improvement of any kind may be placed or constructed on the Easement, with the following exceptions: (i) signage to mark the boundaries of the Conservation Easement and to mark wetland buffer boundaries, (ii) monument signage for the Residential Community, near the Homestead Trail entrance on the west and the Deer Hill Road entrance on the east, (iii) as noted in Paragraph 3.11(b), or (iv) as agreed to by the parties. 3.14. Vegetation Management. Vegetation may be altered in accordance with the Conservation Plan or if such alteration is conducted in order to maintain, restore or enhance habitat for wildlife and native biological communities; prevent or control noxious weeds, invasive vegetation, or disease; improve the water quality of the Tamarack swamp (which is generally within Outlot B); or improve the water quality of other surface water bodies or groundwater in the Painter Creek Subwatershed. The District must approve an alteration that would deviate materially from the Conservation Plan. The foregoing notwithstanding, emergency action may be taken as necessary to prevent or abate fire or any other condition causing or threatening injury or substantial property damage. Additionally, and notwithstanding Subsection 3.15, the Owner may move and or remove the nursery trees on the site located within Outlots E and I, and may remove or trim trees on the steep slope area located within Outlot K that obstruct viewsheds of adjacent residential lots. Areas disturbed by tree removal shall be restored with an appropriate seed mix compatible with adjacent areas. Measures will be utilized during removal and restoration to protect against slope instability. 3.15. Topography and Surface Alteration. No alteration or change in the topography or surface of the Easement is allowed after the restoration as identified within the Conservation Plan is completed, unless approved by the District. This includes no ditching, draining, diking, filling, excavation, dredging, mining, drilling or removal of soil, sand, gravel, rock, minerals, or other materials. 3.16. Vehicles. No motorized vehicle may be operated within the Easement except as required to perform maintenance and management as identified within the Conservation Plan. 3.17. Chemicals. Except as authorized by Subsection 3.14, above, within the Easement there shall be no use of pesticides or biocides, except that the Owner may control mosquitoes in accordance with best selective control practices. 4. RESERVED RIGHTS. The Owner retains all rights associated with ownership and use of the Protected Property except as expressly restricted or prohibited by this Easement. Such rights include, but may not be limited to, all uses and activities necessary to implement and satisfy the obligations of the Conservation Plan. 7 5. DISTRICT'S RIGHTS AND REMEDIES. In order to accomplish the purposes of this Easement, the District has the following rights and remedies, which it will exercise consistent with the PUD and the Conservation Plan. 5.1. Right to Enter. The District, its agents and authorized representatives may enter the Protected Property at reasonable times and in a reasonable manner for the purpose of, and may engage in, the following activities: a. To inspect the Protected Property, monitor compliance with the terms of this Conservation Easement, and enforce the terms of this Conservation Easement as set forth herein. The District shall not unreasonably interfere with the legal and appropriate use and quiet enjoyment of the Protected Property by the Owner, the owners and occupants of the Residential Community, HOA, or any successor homeowners association, and any permitted invitees of those persons, collectively ("Permitted Users") so long as such use is in a manner consistent with the approved Conservation Plan and this Conservation Easement. To further the purposes as set out in this Section, Owner hereby grants to the District a perpetual non- exclusive easement for the purpose of access to the Protected Property by reasonable means, on, over, and across all trails, public and private roads, rights of way and platted drainage and utility easements within the Residential Community. The foregoing notwithstanding, the easement granted in this Section 5.1.a. shall not encumber or be located on any individual residential lot included in the Residential Community. b. To survey or otherwise mark the boundaries of all or part of the Conservation Easement. Any survey or boundary demarcation completed under this provision will be at the District's expense. c. To make scientific and education observations and studies and take samples within the Protected Property, in such a manner as will not disturb the quiet enjoyment of the Protected Property. d. Management of the Easement to advance applicable laws and regulations to protect or enhance the conservation purpose as stated at Section 1, above. Management may consist of, but not be limited to, planting, removing and maintaining native vegetation; modifying hydrology or soils; stabilizing land; installing improvements for water quality and flood management purposes; erecting fencing or other measures to protect against intentional or unintentional impact; and installing and maintaining educational or informational signage. District actions under this paragraph are subject to Owner approval. 8 5.2 No Grant of Public Right. Nothing in this Section 5 shall be construed as: (i) a public dedication; or (ii) a grant of right to persons other than the District and Permitted Users to enter or use the Easement as provided in this Conservation Easement. Nothing in this Easement constitutes a general right of public entry onto or across the Easement. 5.3. Right of Enforcement. It is the intent of the parties and the City that if issues of Easement violation are encountered, the City will exercise the primary enforcement role. Notwithstanding the foregoing, the District holds all authority as set forth in this subsection 5.3. If the District finds at any time that the Owner has breached the terms of this Conservation Easement, the District, itself or in conjunction with the City, will notify the Owner of the alleged breach and direct the Owner to take action to cure the default. If such action is not taken, the District may give written notice detailing the breach to the Owner and demand action to cure the breach including, without limitation, restoration of the Protected Property as required in this Conservation Easement. If the Owner does not cure the breach within thirty (30) days from receipt of such notice, or such longer time as may be reasonably required (provided that the Owner's efforts to cure the breach are commenced within said thirty (30) day period and are diligently pursued toward completion), the District may commence an action to obtain one or more available remedies including but not limited to: (i) enforcing the terms of this Conservation Easement, (ii) enjoining the breach, or (iii) requiring restoration of the Protected Property to its condition prior to the Owner's breach. Specific performance is an available remedy without demonstration that it is the only adequate remedy. The notice and opportunity to cure is not required in the event that immediate action is reasonably necessary to prevent or mitigate significant and immediate damage to the Conservation Easement. Notwithstanding anything to the contrary, Owner is not liable for damages to the District for acts of trespassers. a. Enforcement Costs. Owner is responsible for reasonable costs that the District incurs, exclusive of periodic monitoring costs, to investigate potential Easement violations and for compliance activity. This includes reasonable costs of technical and legal assistance. Owner will not contest the authority of the City to assess the District's reasonable and verifiable enforcement costs against the Protected Property in the same manner as assessable City costs. b. Attorneys Fees. Notwithstanding paragraph 5.3(a), the prevailing party in a judicial action under this Easement shall be entitled to reimbursement from the non -prevailing party for all reasonable attorneys' fees and costs incurred by the prevailing party incurred after filing of the action . The parties waive their right to a jury trial on the issues of who is the prevailing party and the reasonable amount of attorneys' fees and costs to be awarded to the prevailing party. Those issues will be decided by the trial judge upon motion by one or both parties, such motion to be decided based on the record as of the end of trial augmented only by testimony and/or affidavits from the attorneys and their staff. The parties agree that, subject to the trial judge's discretion, the intent of this clause is to have all issues related to the award of attorneys' fees and costs decided by the trial judge as quickly as practicable. c. Discretionary Enforcement. The District does not, by any delay or prior failure of the District to discover a violation or initiate enforcement proceedings, waive or forfeit any enforcement right. d. Acts Beyond Owner's Control. The District will have no claim against the fee owner for any change to the Protected Property: (i) not caused in whole or part by an action of the Owner or a party acting under the Owner's authority, or (ii) to the extent caused by an action of the Owner, or of a party acting under the Owner's authority, taken reasonably and in good faith under emergency conditions to prevent or mitigate substantial damage from such conditions. 6. PUBLIC ACCESS. Nothing in this Easement constitutes Owner's grant of general public access to the Easement. The terms of use of any general public trail under subsection 3.11 will be memorialized with a trail easement. 7. GENERAL PROVISIONS. 7.1. Assignment. This Easement, and any rights or responsibilities hereunder, may be assigned or transferred by the District to, or shared by the District with, a conservation organization that is a qualified organization under Section 170(h) of the Internal Revenue Code and related regulations and that is authorized to hold conservation easements under Minnesota law. Any future holder of this Easement shall have all of the rights conveyed to the District by this Easement. As a condition of any assignment or transfer, the District shall require any future holder of this Easement to continue to carry out the conservation purposes of this Easement in perpetuity. The District agrees not to transfer or assign the easement during the establishment period as identified within the Conservation Plan, or until the HOA assumes responsibility for the Easement areas, whichever occurs first. Further, the District agrees that the HOA shall have the right to review the assignee and, within a reasonable time, find its own qualified organization if the HOA does not approve of the District's proposed assignee. 10 The Owner has the right to convey title to the Protected Property to the HOA, at times following the satisfaction of the duties and obligations of the Owner as identified in the Conservation Plan, or as may be mandated by the HOA's Bylaws and Covenants. At such time, the HOA will assume the duties of the Owner for purposes of this Conversation Easement and the Owner will be released from all duties, obligations and liabilities under this Conservation Easement. Such conveyance will include: a. Any conveyance or encumbrance of the Protected Property is subject to this Easement. b. The Owner will reference or insert the terms of this Easement in any deed or other document by which the Owner conveys title to all or a portion of the Protected Property. c. The Owner will reference or insert the terms of this Easement within the HOA documents and Bylaws. d. The Owner will notify the District of any conveyance within fifteen (15) days after closing and will provide the District with the name and address of the new owner and a copy of the deed transferring title. e. The enforceability of validity of this Easement will not be impaired or limited by any failure of the Owner to comply with this subsection. 7.2. Amendment. Under appropriate circumstances, this Easement may be modified or amended. However, no amendment or modification will be allowed if, in the reasonable judgment of the District, it: (i) does not further the purposes of this Easement, (ii) affects the perpetual duration of the Easement, or (iii) affects the validity of the Easement under Minnesota law or under Section 170(h) of the Internal Revenue Code. Any amendment or modification must be in writing, signed by Owner and District and must be recorded in the same manner as this Easement. 7.3. Extinguishment. This Easement may be extinguished only through judicial proceedings and only under the following circumstances: a. This Easement may be extinguished only (i) if unexpected change in the conditions of or surrounding the Protected Property makes the continued use of the Protected Property for the conservation purposes set out above impossible or impractical or (ii) pursuant to the proper exercise of the power of eminent domain. 11 b. The Owner recognizes that uses of the Protected Property prohibited by this Easement may, in the future, become more economically viable than those uses permitted by the Easement. Changes to the surrounding area or other circumstances may cause the public benefit provided by this Easement to change. Therefore, such changes are not considered unexpected changes and shall not be deemed to be circumstances justifying the extinguishment of this Easement as otherwise set forth above. 7.4. Real Estate Taxes. The Owner shall pay all real estate taxes and assessments levied against the Protected Property. 7.5. Ownership Costs and Liabilities. The Owner retains all responsibilities and shall bear all costs and liabilities of any kind related to the ownership, operation, upkeep and maintenance of the Protected Property as described in the Conservation Plan, including the maintenance of such comprehensive general liability insurance coverage as the Owner deems adequate. The preceding sentence shall not apply to any improvements constructed by the District under subsection 5.1. The Owner agrees to hold harmless, defend and indemnify the District from any and all liabilities arising out of any hazardous materials on the Protected Property as of the date of this Easement, as well as any and all liabilities, including, but not limited to, injury, losses, damages, judgments, costs, expenses and fees that the District may suffer or incur, to the extent they result from the activities of Owner on the Protected Property. The District agrees to hold harmless, defend and indemnify the Owner from any and all liabilities including, but not limited to, injury, losses, damages, judgments, costs, expenses and fees that the Owner may suffer or incur, to the extent they result from work or improvements of the District on the Protected Property. Each party shall keep the Protected Property free of any liens arising out of any work performed for, materials furnished to or obligations incurred by that party. Nothing in this paragraph or this Easement creates any right in any third party or diminishes any immunity, defense or liability limitation of the Owner or District as against any third party. By assuming its rights and responsibilities under this Easement, the District is not assuming the role of owner or operator, or otherwise of a potentially responsible party, under any law with respect to any preexisting environmental condition on the Protected Property. Owner holds harmless and agrees to defend and indemnify the District from and against any and all liability, loss, claim, damage or expense (including reasonable attorney fees, costs and disbursements) that the District may incur to the extent it results from a pre-existing environmental condition on the Protected Property. 12 7.6. Notice and Approval. Any notice or request for approval required by this Easement must be written and is subject to the following: a. Delivery. Any required notice or request for approval must be delivered or sent by first class mail or other nationally recognized delivery service to the appropriate party at the following addresses (or other address specified in writing): To the Owner: To the District: Stonegate Farm, Inc. (PRDC?) 6851 Flying Cloud Drive, Suite A Eden Prairie, MN 55344 Minnehaha Creek Watershed District 15320 Minnetonka Boulevard Minnetonka, MN 55345 b. Timing Unless otherwise specified in this Easement, any required notice or request for approval must be delivered at least 30 days prior to the date proposed for initiating the activity in question. c. Content. The notice or request for approval must include sufficient information to allow the approving party to make an informed decision on whether any proposed activity is consistent with the terms and purposes of this Easement. d. Approval. The approving party may consent to any activity under this Easement only if it reasonably determines that the activity (1) will not violate the conservation purpose of this Conservation Easement as stated at Section 1, and (2) will either enhance or not impair any significant water resource or associated ecological element associated with the Protected Property, including the following: restoring and protecting the water quality, habitat value and ecological integrity of surface waters and wetlands, as well as associated riparian land, floodplain and supporting groundwater. The approving party may condition its approval on the requesting party's acceptance of modifications that, in the approving party's reasonable judgment, would allow the proposed activity to meet these criteria. Unless provision is made for a specific time period, each response to a request for approval or consent required to be considered pursuant to this Conservation Easement shall be given by the party to whom directed within thirty (30) days after receipt thereof. Any disapproval shall be in writing and, subject to this Section 7.6.d, the reasons therefor shall be clearly stated. Failure to reply within the required time period, however, will not be deemed to be an approval. The foregoing notwithstanding, the provisions of this Section 7.6 do not apply in any manner to any request that requires an amendment to this 13 Conservation Easement, as such requests shall be governed by Section 7.2 of this Conservation Easement. With respect to all requests for approval under this Easement, the requesting party will not unreasonably withhold, delay or condition approval. 7.7. Binding Effect. This Easement will run with and burden the Protected Property in perpetuity. The terms of this Easement are binding and enforceable against the Owner, its lessees, agents, personal representatives, successors and assigns, and all other parties entitled to possess or use the Protected Property. This Easement creates a property right immediately vested in the District and its successors and assigns that cannot be terminated or extinguished except as set out herein. 7.8. Merger. The Owner and District agree that the terms of this Conservation Easement shall survive any merger of the fee and easement interest in the Protected Property. 7.9. Definitions. Unless the context requires otherwise, the term "Owner" means Stonegate Farm, Inc. and its representatives, successors and assigns in title to the Protected Property. The term "District" means the Minnehaha Creek Watershed District and its successors, assigns and partners to any interest it holds in this Easement. 7.10. Termination of Rights and Obligations. A parry's rights and obligations under this Easement terminate upon the transfer or termination of that party's interest in this Easement or the Protected Property, provided, however, that any liability for acts or omissions occurring prior to the transfer or termination will survive that transfer or termination. 7.11. Recording. The District will record or register this Easement in a timely manner in the official records for Hennepin County. Following reasonable written notice to the Owner, the District may re-record or re -register this Easement or any other document reasonably necessary to protect its rights under this Easement or to assure the perpetual enforceability of this Easement. The Owner will cooperate as necessary to accomplish and effect acts of recordation. 7.12. Controlling Law and Construction. This Easement shall be governed by the laws of the State of Minnesota and construed to resolve any ambiguities or questions of validity of specific provisions in favor of giving maximum effect to its conservation purposes and to the policies and purposes of Minnesota Statutes Chapter 84C. 7.13. Permits and Applicable Laws. The Owner and the District acknowledge that the exercise of any reserved right herein or other use of the Protected Property is not by this Easement relieved from complying with or obtaining any permit from any applicable governmental authority, including the District, prior to the exercise thereof. 7.14. Severability. A determination that any provision or specific application of this Easement is invalid shall not affect the validity of the remaining provisions or any future application. 7.15. Captions. The captions herein have been inserted solely for convenience of reference and are not a part of this Conservation Easement and shall have no effect upon construction or interpretation. 7.16. Additional Documents. The District and Owners agree to execute or provide any additional documents reasonably needed by the parties to carry out in perpetuity the provisions and intent of this Easement, including, but not limited to any documents reasonably needed to correct any legal description or title matter or to comply with any federal, state, or local law, rule or regulation. 7.17. Entire Agreement. This document states the entire agreement of the parties with respect to this Easement and supersedes all prior discussions or understandings. 7.18. Estoppel Certificate. Owner and District agree upon written request by the other party agree to issue, within thirty (30) days after receipt of such request to such party, or its prospective mortgagee or successors or assigns, an estoppel certificate stating to the best of the issuer's knowledge as of such date: a. Whether it knows of any default under this Easement by the requesting party, and if there are known defaults, specifying the nature thereof in reasonable detail. b. Whether this Easement has been assigned, modified or amended in any way by it and if so, stating the nature thereof in reasonable detail. c. Whether this Easement is in full force and effect. 7.19. Excusable Delays. Whenever performance is required by a party hereunder, such party shall use all due diligence to perform; provided, however, if completion of performance is delayed at any time by reason of acts of God, war, civil commotion, terrorism, riots, strikes, picketing, labor disputes, unavailability of labor or materials, damage to work in progress by reason of fire or other casualty, or any cause beyond the reasonable 15 control of such party, then the time for performance as herein specified shall be appropriately extended by the amount of the delay actually so caused. 7.20. Counterparts. This Easement may be executed in any number of counterparts, each of which when executed shall be deemed an original with all such counterparts taken together shall constitute one and the same instrument. THIS INSTRUMENT WAS DRAFTED BY: 16 IN WITNESS WHEREOF, on the basis of mutual valuable consideration, and intending to be legally bound, the Owner and the District voluntarily execute this Conservation Easement on the day of , 2016. STATE OF MINNESOTA COUNTY OF HENNEPIN Inc. STONEGATE FARM, INC. ("OWNER") By: Michael J. Seeland, President Or PRDC By: Susan H. Seeland, President )ss. The foregoing instrument was acknowledged before me this day of , 2016, by Michael J. Seeland, President as respectively of Stonegate Farm, Notary Public 17 ACCEPTANCE The Minnehaha Creek Watershed District hereby accepts the foregoing Conservation Easement this day of , 2016. MINNEHAHA CREEK WATERSHED DISTRICT By: Title: STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016, by , as of the Minnehaha Creek Watershed District. Notary Public My Commission Expires: 18 Project: LR-16-179 — Deerhill Preserve Final Plat and ROW Vacation The following documents constitute the complete record of the above referenced request, even if some documents are not attached, or are only attached in part, to Planning Commission and City Council reports. All documents are available for review upon request at City Hall. Documents Submitted by Applicant: Document Received Date Document Date # of pages Electronic Paper Copy? Notes Application 2/8/2016 2/8/2016 3 Application Y Final plat checked 3/3/2016 Fee Already on file from prelim plat Narrative 2/5/2016 4 Narrative Y Plan Set 2/9/2016 2/8/2016 26 Plans-2-9-2016 Y Final Plat 2/5/2016 4 Final Plat — 2-5-2016 Y Landscaping Plan 2/9/2016 2/10/2016 2 Landscape Plan-2-9-2016 Y Land Stewardship Plan 2/9/2016 2/8/2016 25 Land Stewardship-2-9-2016 Y Stormwater management 2/12/2016 2/12/2016 284 Stormwater-2-12-2016 Y Lot tablulation 2/9/2016 2/8/2016 1 Lot Tab N Road Vacation Exhibit 2/5/2016 2/5/2016 1 Road Vacation-2-5-2016 N Easement Vaca Exhibit 2/5/2016 2/5/2016 1 EasementVaca-2-5-2016 N Applicant Response 3/11/2016 3/11/2016 6 Review Response Y Plans— Updated 3-11-2016 3/11/2016 3/11/2016 26 Plans-3-11-2016 Y Conservation Easement 3/11/2016 3/11/2016 18 ConsEasement-3-11-2016 Y Note says not finalized Land Stew Plan-3-11-2016 3/11/2016 3/11/2016 23 Land Stewardship-3-11-2016 Y Narrative-3-11-2016 3/11/2016 3/11/2016 4 Narrative-3-11-2016 Y Final Plat 3/11/2016 4 Final Plat — 3-11-2016 Y Landscaping Plan 3/11/2016 3/11/2016 2 None Y Road Vacation Exhibit 3/11/2016 3/10/2016 1 Road Vacation-3-11-2016 Y Hydraflow Exhibit 3/11/2016 3/11/2016 5 None Y Easement Exhibit 3/11/2016 3/2/2016' 1 Deerhill Road Easement Y Title Commitment 3/11/2016 4/15/2015 8 Title Commi — 4-15-2016 N Title Commitment Documents from Staff/Consultants/Agencies Document Document Date # of pages Electronic Notes Engineer Review 2/17/2016 4 Engineer-2-17-2016 Engineer Review 2/26/2016 4 Engineer-2-26-2016 Engineer Review 3/21/2016 5 Engineer-3-21-2016 Land Stewardship Review 3/21/2016 2 LSPReview-3-21-2016 Conservation Easement Review 3/17/2016 1 ConEaseReview-3-17-2016 Preliminary Staff Review 2/26/2016 2 PrelimReview-2-26-2016 Building Official Review 3/23/2016 1 MW-3-23-2016 Vacation Notice 3/24/2016 8 Notice was 6 pages Public Comments YY SB Associates, Inc. engineering • planning • environmental • construction March 21, 2016 Mr. Dusty Finke Planner City of Medina 2052 County Road 24 Medina, MN 55340-9790 Re: City Project: Deerhill Preserve Final Plat Submittal — Engineering Review WSB Project No. 02712-810 Dear Dusty: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed a review of the latest submittal for the Deerhill Preserve subdivision and have the following comments. The plans propose to construct improvements to serve a 41 single family homes. The development plans were previously reviewed on February 26, 2016. Documents provided for review by Sathre-Berquist include the Engineering Plans dated 3.11.16, Final Plat dated 3.21.16, and the Applicant's response to previous comments dated 3.10.16. 1. Many of the septic system areas are shown to extend into drainage and utility easements. City regulations prevent improvements within drainage and utility easements which interfere with the intended use of these easements. All proposed construction or grading within drainage and utility easements will be reviewed and permitted only if it does not interfere with any intended use of the easements including drainage and utility purposes. In all circumstances, the construction of the treatment area (absorption area) will restrict the use of drainage and utility easements. The treatment area of the alternate septic site on Lot 2 Block 3 extends into the drainage and utility easement and will interfere with the intended use of the easement. The applicant must provide an alternative option or location of this septic system so that the treatment area is not located within a drainage and utility easement. Applicant Response: The locations of the septic systems have been slightly modified to remove them from the proposed septic systems. City Engineer Response: The applicant should verify the response as to the statement "The locations of the septic systems have been slightly modified to remove them from the proposed septic systems." 2. Sheet 2 shows Proposed Street Sections A — G. The details for these street sections appear to incorrectly show rights -of -way from 100' to 120' and should be corrected. The grade arrows on Section D should be corrected. Applicant Response: The right of way widths have been corrected. City Engineer Response: Update the typical section on the right side of the page so that it is not cut off by the sheet border. Equal Opportunity Employer wsbeng.com K:102712-810\Admin\Docs\031416 Plan Submittal Deerhill Preserve- Engineering Review 032116.docx Deerhill Preserve Final Plat March 21, 2016 Page 2 3. The ditch sections shown with the street sections on Sheet 2 will only allow for a 1' deep ditch section at the ROW. This does not appear to be a sufficient depth and calculations should be provided showing these shallow ditches work or the detail should be revised to provide more depth. Applicant Response: My calculations for a Swale with a 1.0% grade, 4 feet bottom, 5:1 side slopes has a capacity of 55 cfs. Which would more than adequately cover all our ditches. Please contact me if you would like further information. City Engineer Response: Verify that this is the case even with a 1 ' deep ditch section; provide calculations/modelling for review. 4. All storm sewers should be centered in easements. Applicant Response: The storm sewers have been centered on the easements as requested. City Engineer Response: Complete. 5. The proposed slopes shown along the west side of Foxhill Road from Deer Hill Road to the cul-de-sac exceed 3:1 and should be revised so that the maximum slopes are 3:1. Applicant Response: The grades have been revised to a max 3:1 slope. City Engineer Response: The grades have been revised, but the erosion control blanket hatch on the slopes has been eliminated. All slopes 4:1 or steeper shall have erosion control blanket shown. 6. Proposed trail grades should be shown on the plan views for all proposed trails. Applicant Response: The trail grades have been added to the plans. The max grade is 12% and is not proposed to meet ADA Standards. City Engineer Response: Complete, but see comment in number 8. 7. The plans call out a gravel trail but the details show a turf trail. The plans should clarify what is being proposed. Applicant Response: The trail has been re -labeled as a Turf Trail. We are in the process of researching the construction specifications for the proposed Turf Trail. City Engineer Response: Incomplete, the typical sections for the turf trail have been removed altogether. Provide typical section for turf trail. 8. In general, the plans should remove labels that cover up other data. One example is contour labeling in Pond 3 that covers up the NWL. Applicant Response: The requested revision has been made. City Engineer Response: Incomplete. For instance, many of the trail grade locations are covered up by other text or lines. 9. The grass detail shown on Sheet 9 should be labeled. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 10. It appears the grass detail shown on Sheet 10 is the same detail shown on Sheet 9. It is unclear why the detail is shown on two sheets. Applicant Response: The requested revision has been made. City Engineer Response: Complete. Deerhill Preserve Final Plat March 21, 2016 Page 3 11. The Turf Trail detail is shown twice on Sheet 13. It is unclear why the detail is shown twice. Applicant Response: The requested revision has been made. City Engineer Response: Incomplete, the typical sections for the turf trail have been removed altogether. Provide typical section for turf trail. 12. The modified street detail shown on Sheet 13 appears to call for 2" of topsoil over the 3' gravel shoulder. No topsoil should be installed over the gravel shoulder and the detail should be revised. Applicant Response: As per our discussion with City Staff, the developer is proposing to change the detail to 4 " of topsoil. The developer is proposing the home owners association will maintain the ditches and this will be addressed in the developer's agreement. City Engineer Response: Based on discussion with applicant, it was understood that an alternative to topsoil would be provided for the shoulder section. Provide information as to the material being proposed in the same regards as comment number 7. 13. The City's Design Manual states that the maximum street profile grade for a 30 mph design speed in rolling topography is 7%. Deer Hill Road should be revised to meet this standard. Applicant Response: As per our discussions, we have revised the street grade to 8%. City Engineer Response: Complete. 14. The proposed Deer Hill Road profile is missing on Sheet 16. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 15. The minimum K value for a sag curve on a 30 mph roadway is 37. The sag curve on Sheet 17 with a K value of 30 should be revised to meet a 30 mph design speed. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 16. Show horizontal curve radii information on the street plans. Show pavement edge radii at all intersections. Applicant Response: The requested revision has been made. City Engineer Response: Complete. 17. The plans show that some lots will be custom graded. It should be noted that care will need to be taken when building permit surveys are submitted to insure drainage does not adversely impact neighboring properties. It may be necessary for building permit surveys to include abutting properties along with possible grading on these properties to verify that the grading on the building permit survey works. Applicant Response: No response. City Engineer Response: No response required at this time. 18. Show soil boring locations on plan sheets. Applicant Response: No response. City Engineer Response: Complete. 19. On Sheet 4 between lots F1 and Lot 1 Block 1, there is a storm sewer proposed that crosses a septic system and is not contained within an easement. Correct location of storm sewer; it must be encompassed within a drainage and utility easement. Deerhill Preserve Final Plat March 21, 2016 Page 4 Applicant Response: No response. City Engineer Response: Incomplete. A manhole location is still shown without storm sewer piping; please verify whether this storm sewer has been eliminated from the plans. 20. Clearly show which improvements will be made for the initial phase of development. Applicant Response: No response. City Engineer Response: Incomplete Please contact me at 763-287-8532 if you have any questions. Sincerely, WSB & Associates, Inc. Jim Stremel, P.E. WSB & A,rca'�` engineering • planning • environmental • construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Tom Kellogg, P.E., City Engineer City of Medina From: Earth Evans, P.E. Water Resources Project Manager WSB & Associates, Inc. Date: 3.21.16 Re: Deerhill Preserve Stormwater Management Plan Review City Project No. LR-16-179 WSB Project No. 2712-81 We have completed a preliminary review of the Deerhill Preserve development in Medina, MN. The site was previously reviewed on 2.26.16. Documents provided for review by Sathre-Berquist include the following: • Grading and Utility Plans dated 3.11.16 • Stormwater Calculations and Response Memo dated 3.10.16 These plans were reviewed for general conformance with the City of Medina's Stormwater Design Manual and general engineering practices for stormwater management. 1. The developer's engineer indicates that infiltration will be provided in the BMPs if the proposed borings indicate soils that are amenable to infiltration. They are proposing to incorporate draintile into the basins and cap the draintile at the outlet structure. The cap can then be removed if the borings indicate poorly draining soils. Please provide soil borings once they are complete in order to evaluate if infiltration is feasible. The calculations indicate that the size of the basins is adequate to meet the City's filtration requirement. 2. The pipe between FES B7 and B8, FES B5 and B6 result in velocities greater than 6 fps. Plan should be revised to reduce velocities to less than 6 fps at all outfalls. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com K:\02712-810\Admin\Docs\031416 Plan Submittal\Deerhill Preserve - Stormwater Comments 032116.doc METRO WEST INSPECTION SERVICES, INC© Loren Kohnen, Pres. March 23 2016 TO: Debra Peterson City Council FROM: Loren Kohnen RE: Deerhill:Plat Homestead. Trail & Deerhill DEERHILL PRESERVE (763) 479-1720 FAX (763) 479-3090 Mtrowst76@aol.com My review shows narrow streets 22 ft. in cul-de-sac(s), no parking in cul-de-sac and roadway leading into cul-de-sac; all other streets parking on one side only. It appears cul-de-sacs are not large enough to permit ladder trucks to navigate. LK Box 245, Loretto, Minnesota 55357 Dusty Finke From: Dusty Finke Sent: Thursday, March 17, 2016 11:51 AM To: 'jhaskamp@swansonhaskamp.com'; susan.seeland@prc.bz; Laura Domyancich (LDomyancich@minnehahacreek.org) Cc: Batty, Ronald H. (rbatty@Kennedy-Graven.com) Subject: Deerhill Preserve Conservation Easement Susan, Jennifer, and Laura, I understand that PRDC and the Watershed are trying to finalize a draft of the conservation easement, so we did a preliminary review of what was submitted late Friday. We had a couple of comments on our preliminary review: 1. The name of the plat doesn't appear to match the plat that was submitted to the City ("First Addition" is not on the plat) 2. Paragraph 3.5 describes the lots being adjusted (predominantly to accommodate septics). This was not our understanding of how the possible septics would work. 3. Clause 3.10-d — It may be worth considering allowance of utilities with District approval 4. Paragraph 3.11— Language should be added regarding unrestricted City trail easements. 5. Paragraph 3.14 — Do you want to require holder approval for tree trimming. Always worried about overzealous weekend warriors on shared property. It appears that the HOA would have to authorize it (since they will probably end up being the "Owner") 6. Paragraph 3.16 — Please add exemption for City vehicles w/in trail easements and as necessary for public safety 7. Paragraph 5.2 — Perhaps a reference to access permitted by trail easements 8. Paragraph 5.3 — envisions the City as the primary enforcement entity. After speaking with Laura, this appears to not be the intent. The Watershed was meant to be primarily responsible...with the City having the right to assess costs upon failure to comply. 9. Clause 5.3.a — references assessment against the Protected property. This should probably be the Residential Community and also be reflected within the Development Agreement and Covenants. 10. Paragraph 6 — references public trails...but there is no language in 3.11 11. Paragraphs 7.1 and 7.2 — We recommend allowing Assignment and Amendment with City approval also 12. Financial obligations described — my biggest question is how the easement will tie to the lots with regards to the payment for the maintenance. Perhaps this is addressed in the Covenants or the ERMP (which we have not yet seen) Let me know if I didn't describe anything clearly. Thanks!! Dusty Finke City Planner MEDINA 2052 County Road 24 Medina, MN 55340 (763) 473-8846 (direct) (763) 473-4643 (main) (763) 473-9359 (fax) 1 Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO.2016-## RESOLUTION VACATING A PORTION OF THE DEERHILL ROAD RIGHT OF WAY APPROXIMATELY ONE-HALF MILE WEST OF WILLOW DRIVE WHEREAS, the city of Medina (the "City") is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, Stonegate Farm, Inc., owns property within the City in Sections 21 and 28, approximately one-half mile west of Willow Drive, which is legally described in Exhibit A, attached hereto; and WHEREAS, Property Resources Development Corporation (the "Applicant") intends to purchase and develop the Property; and WHEREAS, the Owner and Applicant believe right-of-way exists through the Property for Deerhill Road; and WHEREAS, the Owner and Applicant have requested that the City vacate much of the Deerhill Road right-of-way within the Property because such right-of-way would bisect lots within the proposed development; and WHEREAS, the portion of the Deerhill Road right-of-way requested to vacated is legally described in Exhibit B, attached hereto; and WHEREAS, pursuant to Minn. Stat. § 412.851, the City scheduled a public hearing to consider the proposed vacation; and WHEREAS, notice of the public hearing was posted, published in the official newspaper and mailed to the owners of affected properties, all in accordance with law; and WHEREAS, the City held the public hearing on the proposed vacation on April 5, 2016, at which hearing all interested parties were heard; and WHEREAS, following the public hearing, the City determined that, if such right-of-way exists, the vacation of the portion requested is in the public interest. Resolution No. 2016-## April 5, 2016 NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Medina, Minnesota as follows: Dated: 1. If such right-of-way actually exists, the City hereby declares that the portion of the Deerhill Road described in Exhibit B is vacated, subject to the condition described below being satisfied. 2. The city clerk or her designee is authorized and directed to prepare and present to the Hennepin County Auditor a notice that the City has completed these vacation proceedings and record with Hennepin County Registrar of Titles the vacation of the right-of-way described in Exhibit B only upon recording of the Deerhill Preserve plat. Bob Mitchell, Mayor ATTEST: Jodi M. Gallup, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: And the following voted against same: Whereupon said resolution was declared duly passed and adopted. Resolution No. 2016-## 2 April 5, 2016 EXHIBIT A Legal Description of the Property The East Half of the Southwest Quarter of Section 21, Township 118, Range 23, Hennepin County, Minnesota. And The Northeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota. And The Southeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota except that part thereof which lies Westerly of the following described line: Commencing at the Northwest comer of said Southeast Quarter of the Northwest Quarter, thence on an asswned bearing of South 0 degrees, 07 minutes, 42 seconds West along the West line of said Southeast Quarter of the Northwest Quarter, a distance of 925.33 feet to the actual point of beginning of the lime being described; thence South 45 degrees, 52 minutes, 18 seconds East, a distance of 115.25 feet; thence South 11 degrees 56 minutes, 18 seconds East, a distance of 53.92 feet; thence Southwesterly to a point in the West line of said Southeast Quarter of the Northwest Quarter, distant 1140.18 feet Southerly of the Northwest comer of said Southeast Quarter of the Northwest Quarter and said line there ending. And That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County. Minnesota described as follows: Beginning at the Northeast corner of said Southwest Quarter of the Northwest Quarter, thence South along the Fast line of said Southwest Quarter of the Northwest Quarter, a distance of 668.33 feet; thence West parallel with the North line of said Southwest Quarter of the Northwest Quarter, a distance of 548.47 feet to the Easterly line of Dillman Road; thence Northwesterly deflecting to the right 41 degrees, 13 minutes, 16 seconds along Easterly line of said Road, a distance of 60.15 feet; thence Northerly 239.14 feet along the Easterly line of said Road being a tangential curve to the right having a radius of 254.35 feet; thence Northerly 249.7 feet along easterly line of said Road, being tangent to last described curve; thence Northerly 166.62 fee along the Easterly lime of said Road to the North line of said Southwest Quarter of the Northwest Quarter; said 166.62 feet being along a tangential curve to the left having a radius of 650.97 feet; thence East along North line of said Southwest Quarter of the Northwest Quarter 655.43 feet to the point of beginning. And That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, described as follows: Commencing at the northeast comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 00 degrees 07 minutes 42 seconds West along the East line of said Southwest Quarter of the Northwest Quarter a distance of 1140.18 feet to the actual point of beginning of the tract of land to be described; thence South 49 degrees 03 minutes 42 seconds West, a distance of 57.15 feet; thence South 29 degree 03 minutes 42 seconds West to the northeasterly right of way litre of Hennepin County Highway No. 201, Plat 53; thence southeasterly along said right of way line to the cast line of said Southwest Quarter of the Northwest Quarter; thence North 00 degrees 07 minutes 42 seconds Fast along said east line to the point of begimting, Resolution No. 2016-## 3 April 5, 2016 EXHIBIT B Legal Description of Right-of-way Vacated That part of Deer Hill Road described as follows: Beginning al the North Quarter comer of Section 28, Township 118, Range 23; thence on an assumed bearing of South 00 degrees 34 minutes 25 second( West along the cast line of the Northwest Quarter of said Section 28 a distance of 16.50 feet; thence North 89 degrees 12 minuses 38 seconds West parallel with the north line of the Northwest Quarter of said Section 28 a distance of l 16b.90 feet; thence northwesterly a distance of 38.27 feet along a non tangential curve concave to the northeast, having a radius of 630.00 feet, a central angle of 3 degrees 28 minutes 51 seconds and a chord that hears North 29 degrees 37 minutes 47 seconds West; thence South 89 degrees 12 minutes 38 seconds East parallel with the north line of the Northwest Quarter of said Section 2g a distance of l 186. i 0 feet to east line of the Southwest Quarter of Section 21, Township 118, Mange 23; thence South 00 degrees 24 minutes 13 seconds West along said cast line of the Southwest Quarter, a distance of 16.50 feet to the point of beginning and there terminating. Resolution No. 2016-## 4 April 5, 2016 March 11, 2016 In response to the City's review letters provided to PRDC on February 26, 2016, PRDC has updated the requisite plans and documents to address the comments provided. Zhe following narrative has been updated (where necessary) to reflect the changes. Introduction On October 6, 2015 PRDC obtained approval for General Plan of Development, Rezoning and Preliminary Plat to develop a 41-lot rural residential conservation design subdivision. During that review process PRDC proposed to call the subdivision "Stonegate", but has since learned that there are several existing Stonegate neighborhoods. In light of that, PRDC is proposing to change the name of the subdivision to Deerhill Preserve. Since the neighborhood will include protection of more than 50-percent of its land in a conservation easement, we believe the Deerhill Preserve name not only emphasizes the importance of the conservation area, but does a better job describing the project's location. Other than the name, the majority of the development plan remains consistent with the General Plan of Development and Preliminary Plat with some minor modifications. In an effort to summarize where the proposed Final Plat varies from the approved General Plan, we provide the following narrative. Summary of Changes & Enhancements PRDC is submitting a revised plan set for review and consideration by the City Council and City staff. The attached plan set has been updated to respond to and meet the conditions of the preliminary plat and General Plan of Development approval (Resolution dated October 6, 2015); and to respond to the review letters provided by City Staff on February 26, 2016. Additionally, PRDC is proposing some minor adjustments to the plan, which we believe are consistent with the objectives of the approved General Plan of Development and city staffs recommendations. We believe the proposed changes will enhanced the development's design and conservation value of the open space areas. Site Plan (Grading & Erosion Control Plan) Road Design The most significant changes to the plan involve the grading and erosion control plan, specifically as it relates to the road network. The proposed changes can be categorized as the following: 1) changes that address the recommendations of the City Engineer; 2) changes based upon the objective to integrate Low Impact Development (LID) and Best Management Practices (BMPs) into the design of the right-of-way; and 3) changes related to landscape design in an effort to create a more rural experience as you drive through the development. After the General Plan of Development was approved, PRDC began working with Hart Howerton, AES, and Sathre-Bergquist on establishing a plan for the right-of-way that would best enhance the rural quality of the development while meeting the city's specification for road pavement and shoulder width. 111 •• c 3 c rn • N O t 1 The following summary of changes and enhancements are provided for your consideration: Deer Hill Road • The new portion of Deer Hill Road has been designed with 24-feet of paved surface and 3-foot shoulders as required within the City's conditions of approval and the City Engineer's comments. • The curve in Deer Hill Road near the entrance on Homestead Trail has been adjusted to respond to the City Engineer's comments for design of the curve. • Two large planted medians have been incorporated into the road design and are planned to be vegetated with trees. The objective of introducing vegetated medians is to visually break up the pavement and create a more rural streetscape experience as you travel through the development. • Different right-of-way profiles have been tailored to meet specific LID objectives throughout the road design. The right-of-way design meets LID standards as described within the Minnesota Stormwater Manual (MPCA). For example, a super elevation was used at the south entrance to help with surface water runoff and water quality; vegetated swales have been used to replace the standard ditch profile where possible to help with stormwater runoff quality and to ensure better protection of the ecological function of the conservation areas. • PRDC's engineers are working collaboratively with the MCWD's engineers on the stormwater calculations based on these LID enhancements and will provide the updated stormwater calculations and models as soon as possible for review by the City's Engineer. Private Cul-de-sacs • The private cul-de-sacs have been updated to include vegetated medians in two locations, 1) where the cul-de-sacs connect to Deer Hill Road, and within the terminus of the cul-de-sacs. The design objective of the medians is to promote a more rural streetscape experience. • Different right-of-way profiles are designed to meet LID and Minnesota Stormwater Manual standards. Septic Sites As conditioned within the City's resolution of approval, the septic sites have been adjusted to meet the city's required setbacks. As discussed during the General Plan of Development review process, since the lots will be custom graded and custom homes constructed it may be necessary to locate a secondary septic site within the conservation area once the actual building plans are developed. As such, PRDC would like to protect the right to locate up to 25-percent of the secondary septic sites within the conservation area as permitted within the City's resolution approving the General Plan of Development. PRDC understands that any proposed relocation of a secondary site will be subject to septic permit review and approval by the City, and that the 25-percent standard must be detailed and managed within the Development Agreement. • 2 Landscape Plan After the General Plan of Development was approved, PRDC engaged with Roland Aberg of Hart Howerton to refine and further develop the landscape plan. After several iterations, discussion with city staff, and even a trip back to the Park Commission, PRDC believes that we have created a landscape plan that will make this project a spectacular rural residential neighborhood. In response to the City's resolution conditions, a Final Landscape Plan has been provided for your review. In response to the City's review letter provided on February 26, 2016 we have also provided detailed landscape plans for Phase I. The follow summary of the plan is provided for your consideration. Streetscape As described above, one of PRDC's principal objectives is to develop a rural streetscape that creates a cohesive experience as you travel through the developed portions of the site (the home sites) and the conservation areas. The proposed landscape plan integrates design elements with LID techniques including grassy swales, opportunity areas for vertical rain gardens (trees and bushes) and introduction of forbes, trees, and shrubs adjacent to some of the stormwater management features, conservation areas and roadways. As discussed with city staff on March 3, 2016, PRDC will work with the City to memorialize maintenance and management responsibilities of the vegetation planted within the right-of-way within the Homeowners Association documents and the Development Agreement. Trail Plan PRDC is proposing to realign and adjust several of the trails throughout the development to provide a more diverse trail experience. The revised trail alignments were presented to the Park Commission on January 20th for their comments, consideration and recommendations. The Park Commission responded favorably to PRDC's proposed trail realignment and adjustments. The trail plan shown on the submitted Landscape Plan is consistent with the plan presented to the Park Commission, and we believe it is significantly improved from the plan that was approved during the General Plan process. In addition, PRDC is proposing that the final easement for the trails be granted after the trails are constructed (using as-builts). This will ensure that the best alignments are constructed and identified in the field, and then that such easements are accurately recorded. Finally, as discussed at the March 3rd meeting with staff, PRDC is proposing to construct the turf trails on the northern 80 acres of the site first in an effort to determine the best construction methodology of the turf trails. PRDC will continue to work with city staff through the construction process and will revise and correct any areas as needed to ensure the proper functioning of the turf trails. Vacation Requests Right-of-way In an effort to ensure clean title of the newly created lots in the Deerhill Preserve subdivision, PRDC is requesting consideration by the City to vacate a portion of old Deer Hill Road as depicted on the attached vacation exhibit. As shown, the proposed vacated area crosses Lots 2 and 3, Block 3; and Outlot G which 111 3 contains a future phase. The requested vacation is entirely contained within the subject property, and does not affect, or border, any adjacent property owners. The vacation would release any interest the city may have in this portion of right-of-way; however, the new alignment of Deer Hill Road associated with the Deerhill Preserve plat will provide access and connection of the existing traveled portion of Deer Hill Road on the east side to Homestead Trail on the west side of the subject property. Wright -Hennepin Power Line Easement PRDC is working with Wright -Hennepin to vacate the power line easement which runs parallel to, and contains the northern half of the old Deer Hill Road right-of-way, as depicted on the attached exhibit. PRDC has also submitted this vacation exhibit to Wright -Hennepin for their action. Once Wright -Hennepin provides the formal release of the easement, PRDC will provide the documentation to the city for your records. Conservation Area Plan During the General Plan of Development review process the Preliminary Land Stewardship Plan (LSP) and draft Conservation Easement were provided for the City's review and consideration. After approval of the General Plan of Development, PRDC continued to refine both documents based upon the recommendations of the City Council and the conditions contained within the Resolution of General Plan approval. A summary of the changes and/or progress related to both documents is provided below. Final Land Stewardship Plan The Preliminary Land Stewardship Plan was updated to reflect the changes and modifications as described above, and to reflect the conditions of the General Plan approval. The primary changes from the preliminary LSP that are incorporated into the Final LSP are summarized in the following: • The conservation easement areas will be dedicated with the first phase, as depicted on the Final Plat. This change is reflected throughout the text of the Final LSP. • The initial effort in the Restoration Areas will be primarily focused on planting and establishing short prairie and meadow grasses. The Final LSP provides the opportunity to introduce savanna landscapes in the future, which are described generally in the Final LSP as the introduction of copses of trees and bushes within the prairie/meadow landscape to create a savanna. This effort is not planned as part of the initial implementation as detailed within the Final LSP. • Exhibit 1 was updated to reflect the Final Plat, which includes minor updates as described in previous sections of this narrative. Conservation Easement As indicated during the General Plan of Development process the Minnehaha Creek Watershed District (MCWD) has agreed to be the conservation easement holder. PRDC has provided a draft of the Conservation Easement that we have been working on with the MCWD over the past several weeks. PRDC and MCWD are still ironing out the last details of this draft easement prior to going before their Board at the end of March. 9TOZ. TT*£ pasin i a t 4 FINAL LAND STEWARDSHIP PLAN DEERHILL PRESERVE FINAL PLAT Medina, Minnesota Revised March 11, 2016 February 8, 2016 Prepared for: Property Resources Development Corporation 6851 Flying Cloud Drive, Suite A Eden Prairie, Minnesota 55344 Prepared by: Applied Ecological Services, Inc. 21938 Mushtown Road Prior Lake, Minnesota 55372 (952) 447-1919 ■ ■■■r ino ■ L,, .y .1 APPLIED ECOLOGICAL SERVICES TABLE OF CONTENTS INTRODUCTION 1-3 Conservation Design 1-2 Land Stewardship Plan 2-3 EXISTING CONDITIONS 3-8 Compilation of Existing Data 3-4 Field Reconnaissance 4 Findings 4-6 CONSERVATION DESIGN OF DEERHILL PRESERVE 6-8 Development Layout 6-7 Grading & Ecological Stormwater Management 7-8 Cultural Amenities 8 OWNERSHIP, CONSERVATION OBJECTIVES & LAND PROTECTION 9-15 Deerhill Preserve Land Allocation 9 Development Area 9 Conservation Area 10-15 CONCLUSION 15 APPENDIX A• Minnesota State Historic Preservation Office Database Report APPENDIX B: Conservation Reserve Program (CRP) Native Seed Mix FINAL LAND STEWARDSHIP PLAN DEERHILL PRESERVE FINAL PLAT Medina, Minnesota INTRODUCTION Property Resources Development Corporation (PRDC) proposes to develop a 170-acre farm (the "site") owned by Stonegate Farm, Inc. in Medina, Hennepin County, Minnesota following the City's Conservation Design District (CD) requirements. The Project includes 41 single family sites, and the neighborhood is proposed to be called Deerhill Preserve. The site holds unique and important conservation values based on its regional location and variety of wetland habitats. These values are recognized by PRDC, and its goal is to create an exceptional place for the development's residents to live, for the local community to enjoy, and for plants and wildlife to thrive. Conservation Design The proposed development complies with the City of Medina's Conservation Design Development requirements as described in detail in subsequent sections and per City Code Section 827.51. Conservation Design (CD) — Purpose. The purpose of this district is to preserve the City's ecological resources, wildlife corridors, scenic views, and rural character while allowing residential development consistent with the goals and objectives of the City's Comprehensive Plan and Open Space Plan as updated from time to time. The specific conservation objectives of this district are to: 1. Protect the ecological function of native hardwood forests, lakes, streams, and wetlands. 2. Protect moderate to high quality ecologically significant natural areas. 3. Protect opportunities to make ecological connections between parks and other protected lands and ecologically significant natural areas. 4. Protect important viewsheds including scenic road segments. 5. Create public and private trails for citizens to access and enjoy Open Space resources. 6. Create public and private Open Space for citizens to access and enjoy Open Space resources. Conservation design typically follows a process that begins with the identification of primary conservation areas (i.e., areas that generally should not be affected by development) and secondary conservation areas (i.e., areas that should be avoided or protected where feasible). Final Land Stewardship Plan — Deerhill Preserve Final Plat 1 Primary conservation areas typically contain: • larger blocks of core wildlife habitat • ecologically significant natural areas, usually with native plant communities • legally -protected natural areas, such as wetlands and conservation easements • steep slopes (>18% per Medina City Code) • land within the 100-year floodplain • other rare natural features, including rare species Secondary conservation areas often contain: • former wetlands and intermittent drainageways, often with hydric soils, which present challenges for development • steep slopes that may be prone to erosion • semi -natural areas, which are damaged ecosystems or lack native vegetation, but support some wildlife • ecological connections providing movement corridors for wildlife • buffer zones to protect primary conservation areas and sensitive natural resources such as wetlands and aquatic ecosystems • valued cultural/historical features • scenic viewsheds. Site development is focused in the remaining areas, with impingement on primary and secondary conservation areas first avoided, then minimized if impacts cannot be avoided, and lastly mitigated. Mitigation can take the form of regulated wetland mitigation, as well as ecological restoration, enhancement, and management of the site's Conservation Areas. Creating and managing diverse and healthy plant communities dominated by native species (including those associated with a naturalized stormwater treatment train) provides value to the development and can be enhanced further by incorporating trails and other amenities into the development to educate and engage residents. Conservation developments should also be designed with minimal grading, naturalized stormwater management, and public and private access in mind. Preservation of existing drainage divides and use of existing drainage patterns will reduce grading costs and take advantage of the site's unique landforms. Where feasible, well -drained soils should be identified and incorporated into naturalized infiltration systems to help manage the development's stormwater runoff. Trails and interpretive opportunities, if applicable, will benefit both residents and the local community. Land Stewardship Plan Per City of Medina Code Section 827.65, a Land Stewardship Plan (LSP) is required for the Deerhill Preserve project. A LSP addresses the development, long-term use, maintenance, and insurance of all Conservation Areas associated with a proposed development. More specifically, this Final LSP: (a) Defines ownership and methods of land protection. (b) Establishes necessary regular and periodic operation and maintenance responsibilities. (c) Estimates staffing needs, insurance requirements, and other costs associated with plan implementation and defines the means for funding the same on an on -going basis. This Final Land Stewardship Plan — Deerhill Preserve Final Plat 2 includes land management fees necessary to fund monitoring and management of the Conservation Easement by the easement holder. The fees have been found reasonable by the proposed easement holder. (d) Addresses the requirements of the future conservation easement holder. The following Final Land Stewardship Plan applies to the entire area contained within the conservation easement, unless otherwise stated. Since PRDC intends to develop the residential lots in Phases and/or Additions, with final plat of each Phase or Addition occurring as dictated by the market. It should be noted that construction activities may temporarily impact some of the Conservation Areas as development progresses through the site. The following summary generally describes how PRDC anticipates coordinating site development and restoration activities (somewhat) concurrently: • In Spring and early Summer of 2016, PRDC anticipates constructing the main road (Deer Hill Road) to serve the residential lots. PRDC does not plan to aggressively begin restoration efforts in the conservation easement until the first lift of asphalt is completed. • Staging areas along the main road will be constructed to accommodate construction traffic and other activities, and may temporarily impact Conservation Areas. Once a staging area is no longer needed, or because a phase has been fully developed, PRDC will remove the staging area and correct any damage in the Conservation Area to achieve the proposed baseline restoration condition. • Construction of the private cul-de-sacs is not a part of the first phase of development, and therefore, when construction of these roadways commences there may be impact to adjacent Conservation Areas. Once construction is complete, and the phase has been fully developed, PRDC will correct any damage to the Conservation Area to achieve the proposed baseline restoration condition. • Utilities, including secondary septic sites, may be constructed as part of the development of the residential lots. Any construction activities that damage a Conservation Area will be corrected to achieve the proposed baseline restoration condition once construction is completed. PRDC will begin the appropriate restoration activities within the Restoration Areas during the first phase of development, as recommended by the contracted ecologist. Any other land disturbance, not identified above, occurring with the development of successive phases will be corrected to achieve the proposed baseline restoration condition. The following sections address the required elements of the LSP. EXISTING CONDITIONS Compilation of Existing Data The following existing data were compiled and reviewed to assess the natural, cultural, historic, and scenic character of the site and its surroundings: • MnDNR Ecological Classification System • MnDNR Minor Watershed boundaries Final Land Stewardship Plan — Deerhill Preserve Final Plat 3 " M i n n e s o t a P o l l u t i o n C o n t r o l A g e n c y ( M P C A ) - l i s t e d I m p a i r e d W a t e r s " W e b S o i l S u r v e y ( S S U R G O S o i l S u r v e y d a t a f r o m U S D A / N R C S ) " O r i g i n a l V e g e t a t i o n o f M i n n e s o t a ( p r e - E u r o p e a n v e g e t a t i o n m a p p i n g b y M a r s h n e r / M n D N R ) " M n D N R R a r e N a t u r a l F e a t u r e s ( f r o m t h e N a t u r a l H e r i t a g e I n f o r m a t i o n S y s t e m , N H I S ) " M n D N R N a t i v e P l a n t C o m m u n i t i e s ( N P C ) " M n D N R S i t e s o f B i o l o g i c a l S i g n i f i c a n c e ( S B S ) " R e g i o n a l l y S i g n i f i c a n t E c o l o g i c a l A r e a s ( R S E A ) b o t h o r i g i n a l m a p p i n g a n d 2 0 0 8 u p d a t e " M n D N R R e g i o n a l E c o l o g i c a l C o r r i d o r s b a s e d o n 2 0 0 8 M L C C S d a t a " M e t r o C o n s e r v a t i o n C o r r i d o r s " 2 0 3 0 F r a m e w o r k R e g i o n a l N a t u r a l R e s o u r c e A r e a s " H e n n e p i n C o u n t y O p e n S p a c e C o r r i d o r s a n d P r i o r i t y N a t u r a l R e s o u r c e s C o r r i d o r s " M i n n e h a h a C r e e k W a t e r s h e d D i s t r i c t ( M C W D ) w e t l a n d m a p p i n g " M C W D K e y C o n s e r v a t i o n A r e a m a p p i n g " R e s t o r a t i o n P r i o r i t i z a t i o n a n d P r e d i c t i o n M o d e l ( R e P P ) " P u b l i c c o n s e r v a t i o n l a n d s ( e . g . , p u b l i c p a r k s , S c i e n t i f i c a n d N a t u r a l A r e a ( S N A ) , W i l d l i f e M a n a g e m e n t A r e a ( W M A ) ) " H i s t o r i c a l a n d c u r r e n t a e r i a l p h o t o g r a p h s ( o l d e s t 1 9 3 7 ; m o s t c u r r e n t 2 0 1 3 ) " M i n n e s o t a L a n d C o v e r C l a s s i f i c a t i o n S y s t e m ( M L C C S ) m a p p i n g ( b a s e d o n d i s c r e t e d a t a s e t s f r o m 2 0 0 1 , 2 0 0 5 , a n d 2 0 0 8 ) " W e t l a n d s ( i n c l u d i n g d e l i n e a t e d s i t e w e t l a n d s , H e n n e p i n C o u n t y W e t l a n d I n v e n t o r y , a n d M C W D F u n c t i o n a l A s s e s s m e n t o f W e t l a n d s ( F A W ) ) " C i t y o f M e d i n a O p e n S p a c e P l a n ( 2 0 0 7 ) " S i t e p a r c e l b o u n d a r i e s " T o p o g r a p h i c c o n t o u r s ( 2 - f t L i D A R d a t a ) a n d d i g i t a l e l e v a t i o n m o d e l ( D E M ) " M i n n e s o t a H i s t o r i c a l S o c i e t y d a t a b a s e r e p o r t F i e l d R e c o n n a i s s a n c e O n S e p t e m b e r 1 9 , 2 0 1 4 , K i m C h a p m a n ( P r i n c i p a l E c o l o g i s t ) a n d D o u g l a s M e n s i n g ( S e n i o r E c o l o g i s t ) o f A E S c o n d u c t e d a f i e l d r e c o n n a i s s a n c e o f t h e s i t e . A c c o m p a n i e d b y m e m b e r s o f t h e d e v e l o p m e n t t e a m , t h e y w a l k e d t h e s i t e a n d d o c u m e n t e d e x i s t i n g c o n d i t i o n s ( i n c l u d i n g l a n d f o r m s , s l o p e s , p l a n t s p e c i e s , w i l d l i f e o b s e r v a t i o n s , d r a i n a g e p a t t e r s , e r o s i o n , e t c . ) . I n b r i e f , t h e s i t e w a s d o m i n a t e d b y f a l l o w a g r i c u l t u r a l f i e l d s , w i t h a v a r i e t y o f w e t l a n d s g e n e r a l l y c o n s i s t e n t w i t h t h e f i n d i n g s o f o t h e r s . M o d e r a t e s l o p e s w e r e o b s e r v e d i n t h e s o u t h e r n p o r t i o n o f t h e s i t e , a n d s t e e p s l o p e s w e r e o b s e r v e d o n t h e s o u t h w e s t e r n e d g e w h e r e t h e s i t e b o r d e r s H o m e s t e a d T r a i l . F i n d i n g s E c o l o g i c a l C o n t e x t A c c o r d i n g t o M i n n e s o t a ' s E c o l o g i c a l C l a s s i f i c a t i o n S y s t e m , t h e s i t e i s l o c a t e d i n M i n n e s o t a ' s B i g W o o d s S u b s e c t i o n o f t h e M i n n e s o t a & N E I o w a M o r a i n a l S e c t i o n , o f t h e E a s t e r n B r o a d l e a f F o r e s t P r o v i n c e . T h e s i t e i s w i t h i n t h e P a i n t e r C r e e k M i n o r W a t e r s h e d , w h i c h d r a i n s i n t o L a k e M i n n e t o n k a ( s e v e r a l b a y s o f w h i c h a r e l i s t e d b y t h e M P C A a s " i m p a i r e d " ) , t h e n i n t o t h e M i n n e h a h a C r e e k a n d e v e n t u a l l y t h e M i s s i s s i p p i R i v e r . M o d e r a t e s l o p e s ( < 1 8 % ) e x i s t i n t h e s o u t h e r n p o r t i o n F i n a l L a n d S t e w a r d s h i p P l a n D e e r h i l l P r e s e r v e F i n a l P l a t 4 of the site. Site soils consist of a variety of upland and wetland (i.e., hydric) soils, ranging from well drained to very poorly drained. A large area of poorly drained soil is mapped just south of the site's center. On -site geotechnical investigations (including percolation tests) by others indicate that some of the USDA/NRCS soil mapping of the site may be inaccurate. Prior to European settlement, the majority of the site was dominated by Big Woods (e.g., oak, maple, basswood, hickory, elm). The northern portion of the site contained Tamarack Swamp, and low-lying drainageways likely contained wet prairie, wet meadow, and possibly marsh. Regional Ecological Significance Based on MnDNR Natural Heritage Information System (NHIS) records, the only rare natural feature recorded on the site is the Tamarack Swamp (a MnDNR-mapped Native Plant Community). This swamp is a sensitive wetland type, susceptible to degradation resulting from invasive species, stormwater runoff, and hydrologic alterations. Regarding other rare natural features, red -shouldered hawk (State -listed Species of Special Concern) was observed just east of the site as recently as 2007. The site's Tamarack Swamp was identified by multiple sources as a regionally significant ecological feature, habitat, or corridor. Several of these ecological classifications (including several derived from MLCCS data, such as the City of Medina's Open Space Plan "Composite" map) encompass the majority of the site; we believe this is due to the former Conservation Reserve Program (CRP) planting that contained prairie grasses, which was then replaced by cropland after CRP contract expiration in 2007. Baker Park Reserve, managed by Three Rivers Park District, lies immediately southwest of the site. This 2,700 acre Regional Park is one of the largest parks and natural areas in Hennepin County. Cultural/Historical/Scenic Significance The Minnesota State Historic Preservation Office (SHPO) database search did not identify cultural/historical resources on the site. The only structure known to have existed on the site is a barn, which is still present on the southwest edge of the property. The majority of the site has been in agricultural production since at least 1937 (see Aerial Photography Review, below). The Minnesota SHPO database report acquired for the site (Appendix A) identified two records in the site vicinity: 1. House (3050 Highway 6) — located approximately 850 ft southwest of the site 2. Barn (2885 6th Ave. N.) — located approximately 950 ft south of the site The site encompasses part of an elevated landform (a flat-topped ridge), which extends onto the site from the east, just south of its center. With slopes falling to the north, south, and west, this plateau provides spectacular scenic views of the Tamarack Swamp (north), wetlands and rural landscapes (south), and the wetlands and parkland of Baker Park Reserve (west). Views of the site from surrounding areas are generally limited due to topography, distance from nearby roads, and vegetative screening. The site is partly visible heading north from CR 6 and Homestead Trail. The proposed entrance road and the first few lots will be visible from this vantage point because the topography rises here. Aerial Photograph Review The earliest available aerial photograph of the site was from 1937. The photo shows the majority of the site in row crop agriculture (not including the Tamarack Swamp). A review of more recent aerial photos from the early 1990s through 2013 indicates that the majority of the site consisted of row crop agricultural fields through at least 1997. The Tamarack Swamp and several apparent lowlands Final Land Stewardship Plan — Deerhill Preserve Final Plat 5 and drainageways were not cultivated. By 2000, the majority of the cropland appeared to consist of grassland, which is consistent with CRP contract records. Then by 2009, these areas appeared to again be in row crop production, which seems to have continued through the 2013 photo. Agricultural Records Conservation Reserve Program (CRP) records indicate that the approximately 107 acres south of the Tamarack Swamp consisted of a CRP grassland planting from October 1997 to September 30, 2007; these records are consistent with the term of the CRP contract and reviewed aerial imagery. According to property records, there was also an Ag Preserve Covenant on approximately 160 acres of the property; this covenant expired on September 15, 2008. Land Cover & Wetlands The Minnesota Land Cover Classification System (MLCCS) was developed in the late 1990s but was not released until approximately 2001. The City of Medina was one of the first areas mapped as part of the pilot program, with MLCCS field work conducted in 1999. This initial land cover mapping identified site features such as the Tamarack Swamp in the north, a sliver of Maple Basswood Forest and Lowland Hardwood Forest along the east property line, low-lying areas of non-native vegetation (likely reed canary grass swales and depressions), planted crops, and an area of planted mesic prairie. Since then, MLCCS mapping updates were conducted. The latest update, however, based on 2007 field work, is not representative of the site's current land cover. In 2007, an approved wetland delineation of the entire site identified 15 wetlands totaling 41.5 acres. Most of this wetland area consisted of the Tamarack Swamp in the northern portion of the site. Several smaller wetlands were delineated at the eastern edge and in the central and southern portions of the site. In 2011, three wetlands (totaling approximately 30.85 acres) were identified and delineated on the northern 80 acres of the site; this northern delineation was approved in the Spring of 2012. A wetland delineation of the southern 90 acres of the site was approved on November 9, 2015, which identified 11 wetlands (totaling approximately 5.1 acres). CONSERVATION DESIGN OF DEERHILL PRESERVE Development Layout The conservation design approach described in the Introduction was applied to the Deerhill Preserve site. The development team (including planner, landscape architect, engineer, and ecologist) worked together to identify and respond to the site's unique attributes and sensitive natural features. AES identified primary and secondary conservation areas, appropriate ecological buffers, and ecological corridors/connections. These conservation areas were avoided to the extent feasible when siting the development's roads and residential lots, and they have been thoughtfully integrated into the development's design, establishing a connected network of predominantly native landscapes. The Deerhill Preserve site design also followed the Better Site Design/Low Impact Development (LID) practices of the Minnesota Stormwater Manual from the Minnesota Pollution Control Agency (MPCA). The Deerhill Preserve conservation development design incorporated all of the MPCA's "better site design techniques" listed below, except where noted: Final Land Stewardship Plan — Deerhill Preserve Final Plat 6 " P r e s e r v e n a t u r a l a r e a s " N a t u r a l a r e a c o n s e r v a t i o n " S i t e r e f o r e s t a t i o n " S t r e a m a n d s h o r e l i n e b u f f e r s ( t h e s i t e l a c k s s t r e a m s a n d l a k e s , b u t t h e d e s i g n i n c o r p o r a t e s e c o l o g i c a l b u f f e r s a r o u n d a l l w e t l a n d s ) " O p e n s p a c e d e s i g n " D i s c o n n e c t a n d d i s t r i b u t e r u n o f f " S o i l c o m p o s t a m e n d m e n t s ( t h e s e m a y b e i n c o r p o r a t e d i n t o f i n a l d e s i g n o f s t o r m w a t e r m a n a g e m e n t e l e m e n t s ) " D i s c o n n e c t s u r f a c e i m p e r v i o u s c o v e r " R o o f t o p d i s c o n n e c t i o n " G r a s s c h a n n e l s " S t o r m w a t e r l a n d s c a p i n g " N a r r o w e r s t r e e t s ( p r i v a t e r o a d s ) " R e d u c e i m p e r v i o u s c o v e r i n s i t e d e s i g n " N a r r o w e r s i d e w a l k s ( n o s i d e w a l k s a r e p r o p o s e d ; a l l t r a i l s w i l l b e n a t u r a l s u r f a c e ) " S m a l l e r c u l - d e - s a c s T h e p r o p o s e d c o n s e r v a t i o n d e v e l o p m e n t p l a n w i l l r e m o v e n o n a t i v e f o r e s t a n d w i l l p r e s e r v e a n d b u f f e r t h e e x i s t i n g M a p l e - B a s s w o o d F o r e s t a t t h e e a s t e d g e o f t h e s i t e . V i r t u a l l y n o d e v e l o p m e n t i s p r o p o s e d a l o n g t h e e n t i r e e a s t e d g e o f t h e s i t e , w h i c h c r e a t e s a n d e n h a n c e s a p o t e n t i a l e c o l o g i c a l c o r r i d o r b e t w e e n t h e T a m a r a c k S w a m p i n t h e n o r t h a n d t h e w e t l a n d c o m p l e x t o t h e s o u t h . T h e o n - s i t e p o r t i o n o f t h i s c o r r i d o r w i l l h a v e a m i n i m u m w i d t h o f 1 5 0 f e e t a n d a v e r a g e o v e r 3 5 0 f e e t w i d e a l o n g t h e d e v e l o p e d p o r t i o n o f t h e s i t e . A l t h o u g h s o m e h o m e s i t e s a r e p r e s e n t n e a r b y o f f s i t e t o t h e e a s t , t h e f u n c t i o n a l c o r r i d o r i s w i d e r s t i l l . T h r e e s m a l l w e t l a n d s a n d a p o r t i o n o f a f o u r t h w e t l a n d w i l l b e i m p a c t e d b y t h e p r o p o s e d d e v e l o p m e n t ; t h e s e t o t a l a p p r o x i m a t e l y 2 4 , 8 2 9 s q u a r e f e e t , o r 0 . 5 7 a c r e s ( 0 . 1 7 a c r e s o f i m p a c t e d w e t l a n d s a r e l o c a t e d i n t h e C i t y o f O r o n o , b u t w i l l b e m i t i g a t e d f o r o n t h e M e d i n a s i t e ) . T o d a y , h o w e v e r , t h e s e w e t l a n d s a r e p r i m a r i l y c r o p l a n d t i l l e d , t e m p o r a r i l y f l o o d e d d e p r e s s i o n s p r o v i d i n g l i m i t e d f u n c t i o n s a n d v a l u e s . I m p a c t e d w e t l a n d s w i l l b e m i t i g a t e d o n s i t e t h r o u g h t h e r e s t o r a t i o n a n d e n h a n c e m e n t o f a t l e a s t 1 . 1 4 a d d i t i o n a l a c r e s o f h i g h q u a l i t y w e t l a n d s i n t e g r a t e d i n t o t h e s i t e ' s m o s a i c o f r e s t o r e d / e n h a n c e d p l a n t c o m m u n i t i e s . I n a d d i t i o n t o w e t l a n d m i t i g a t i o n r e q u i r e m e n t s , a n o t h e r 1 . 8 6 a c r e s o f w e t l a n d s w i l l b e i n t e g r a t e d i n t o t h e d e v e l o p m e n t p l a n . T h i s e x c e e d s t h e m i n i m u m r e p l a c e m e n t s t a n d a r d s f o r p r o p o s e d w e t l a n d i m p a c t s . G r a d i n g a n d E c o l o g i c a l S t o r m w a t e r M a n a g e m e n t S i t e g r a d i n g a n d d i s t u r b a n c e h a s b e e n m i n i m i z e d t o t h e e x t e n t f e a s i b l e , r e t a i n i n g n a t u r a l d r a i n a g e p a t t e r n s . A E S w o r k e d w i t h t h e d e s i g n t e a m t o c a p i t a l i z e o n o p p o r t u n i t i e s f o r e c o l o g i c a l s t o r m w a t e r m a n a g e m e n t i n o r d e r t o m i n i m i z e r u n o f f a n d e n s u r e t h a t a n y w a t e r r e a c h i n g w e t l a n d s o r l e a v i n g t h e s i t e i s o f h i g h q u a l i t y . I m p e r v i o u s s u r f a c e s h a v e b e e n m i n i m i z e d b y l i m i t i n g t h e d e v e l o p m e n t ' s p r i v a t e r o a d w i d t h s t o 2 2 f e e t , r e d u c i n g t h e d i a m e t e r o f c u l - d e - s a c s , e l i m i n a t i n g s i d e w a l k s , a n d u s i n g o n l y n a t u r a l - s u r f a c e t r a i l s . P r i v a t e l o t s w i l l b e r e q u i r e d t o r o u t e r o o f t o p , d r i v e w a y , a n d p a r k i n g a r e a r u n o f f t o d e s i g n a t e d s t o r m w a t e r m a n a g e m e n t f e a t u r e s o r t o a r e a s o f p e r m a n e n t v e g e t a t i o n . E c o l o g i c a l s t o r m w a t e r m a n a g e m e n t e l e m e n t s i n c o r p o r a t e d i n t o D e e r h i l l P r e s e r v e ' s c o n s e r v a t i o n d e s i g n i n c l u d e : F i n a l L a n d S t e w a r d s h i p P l a n D e e r h i l l P r e s e r v e F i n a l P l a t 7 " r e s t o r e d l a n d s c a p e s d o m i n a t e d b y n a t i v e v e g e t a t i o n , w h i c h w i l l i n f i l t r a t e r u n o f f ; " t r e a t m e n t w e t l a n d s ( i n c l u d i n g i n f i l t r a t i o n b a s i n s a n d p o n d s ) , w h i c h r e m o v e p o l l u t a n t s a n d s t o r e f l o o d p u l s e s ; " o t h e r i n f i l t r a t i o n a r e a s ( e . g . , p r a i r i e s / m e a d o w s ) , w h i c h r e d u c e r u n o f f v o l u m e a n d r e c h a r g e s h a l l o w g r o u n d w a t e r , w h i c h p r o v i d e s b a s e f l o w t o d o w n h i l l w a t e r b o d i e s a n d w e t l a n d s ; " a d r y c r e e k b e d , w h i c h p r o v i d e s a d d i t i o n a l p o l l u t i o n r e m o v a l a n d a e r a t e s t h e w a t e r ; a n d " v e g e t a t e d s w a l e s , w h i c h f i l t e r p o l l u t a n t s o u t o f r u n o f f a n d a l s o i n f i l t r a t e t o s h a l l o w g r o u n d w a t e r . C u l t u r a l A m e n i t i e s & A c c e s s T r a i l s w e r e d e s i g n e d t o p r o v i d e p u b l i c a n d p r i v a t e a c c e s s t o a n d t h r o u g h t h e s i t e ' s R e s t o r a t i o n a n d R e s e r v e A r e a s . H o w e v e r , e x t e n s i v e t r a i l s w e r e e x c l u d e d f r o m t h e T a m a r a c k S w a m p a n d o t h e r s e n s i t i v e n a t u r a l a r e a s t h a t p r o v i d e r e f u g e f o r s e n s i t i v e w i l d l i f e . T h e s i t e h a s v e r y l i t t l e f r o n t a g e o n a d j a c e n t s c e n i c r o a d w a y s , a n d i s n o t h i g h l y v i s i b l e f r o m a d j a c e n t p r o p e r t i e s , w i t h s o m e l i m i t e d e x c e p t i o n s . T h e s i t e d o e s c o n t a i n s i g n i f i c a n t t o p o g r a p h i c c h a n g e s , g i v e n t h e p l a t e a u a t t h e c e n t e r o f t h e s i t e . T h e p l a t e a u s l o p e s d o w n w a r d t o t h e n o r t h , s o u t h , a n d w e s t f r o m t h i s h i g h p o i n t . A l t h o u g h a s l i g h t t o p o g r a p h i c h i g h b i s e c t s t h e s i t e a p p r o x i m a t e l y a t t h e D e e r H i l l R o a d r i g h t - o f - w a y , t h e s e t b a c k o f o v e r 8 5 0 f e e t f r o m a d j a c e n t r o a d w a y s a n d p r o p e r t i e s w i l l m a k e s t r u c t u r e s h e r e a t m o s t o n l y i n t e r m i t t e n t l y v i s i b l e f r o m t h e s u r r o u n d i n g s . A d d i t i o n a l l y , t h i s a r e a i s w e l l b u f f e r e d b y v e g e t a t i o n a n d o t h e r r e s i d e n t i a l h o m e s i t e s o n H o m e s t e a d T r a i l . T r a v e l i n g n o r t h o n H o m e s t e a d T r a i l f r o m C R - 6 , s o m e h o m e s o n t h e s i t e w i l l b e v i s i b l e , b u t t h e p r o p o s e d l a n d s c a p i n g w i l l s o f t e n t h e v i e w s h e d f r o m t h e w e s t . F i n a l L a n d S t e w a r d s h i p P l a n D e e r h i l l P r e s e r v e F i n a l P l a t 8 OWNERSHIP, CONSERVATION OBJECTIVES & LAND PROTECTION Deerhill Preserve Land Allocation The Deerhill Preserve Final Plat addresses a 170-acre Conservation Design Subdivision. The proposed development plan calls for a variety of Development Areas and Conservation Areas, as illustrated in Figure 1 below and in Exhibit 1 (attached). Figure 1. Deerhill Preserve Land Allocation Deerhill Preserve Site (171 ac) Development Area (80 ac) Roads & ROW (8 ac) Private Lots (72 ac) Development Area T City Park Land Dedication (2 ac) Conservation Area (89 ac) Reserve (48 ac) Wetland Forest Restoration Area (41 ac) Prairie/ Savanna Wetland Areas not included in the Land Stewardship Plan Deerhill Preserve's approximately 80 acres of Development Area includes roads, rights -of -way (ROW), and private lots. The main road through the Deerhill Preserve subdivision will be public (owned and maintained by the City of Medina), and the two cul-de-sacs will be privately owned and managed by the Deerhill Preserve Homeowners Association (HOA). Private lots will be owned and maintained by PRDC until the lots are purchased by homeowners. City Park Land Dedication Approximately 2 acres of land will be dedicated to the City to fulfill a portion of the City's park dedication requirements. This property will be deeded to the City at Final Plat and will not be a part of the Conservation Area or the Development Area. Additionally, public trails are planned within the Conservation Area and the corresponding acreage is included within the Conservation Area identified in Figure 1. Final Land Stewardship Plan — Deerhill Preserve Final Plat 9 Conservation Area The City of Medina defines Conservation Area as: Designated land within a Conservation Design Subdivision that contributes towards achievement of one or more of the conservation objectives. A Conservation Easement is placed on Conservation Areas to permanently restrict the Conservation Area from future development. Conservation Areas may be used for preservation of ecological resources, habitat corridors, passive recreation, and for pasture, hay cropping and other low impact agricultural uses. The approximately 89 acres of Conservation Area (CA) in the Deerhill Preserve subdivision will be protected under a conservation easement that will be held by the Minnehaha Creek Watershed District (MCWD), with the HOA retaining ownership of the CA. The CA will consist of approximately 48 acres of Reserve and approximately 41 acres of Restoration Area. Each of these areas is discussed below in terms of ownership, objectives, proposed restoration/enhancement, land protection methods, scheduling, funding, and enforcement. The Reserve The Reserve will consist primarily of existing wetlands (including the Tamarack Swamp) and forests (including Maple -Basswood Forest). Ownership & Objectives The areas identified on the Deerhill Preserve Plat as "Reserve" will be owned by the Deerhill Preserve HOA (Owner.) The edges of these areas will be marked clearly in the field with permanent MCWD conservation signage. The overarching objective for the Reserve is to retain or improve the existing natural resource values and ecosystem functions of these areas. Proposed Landscape Conditions The Reserve areas will remain much as they are today;however, the Owner and/or MCWD may conduct ecological enhancement or management activities to improve their ecosystem functions in the future. The only other exception in the Reserve areas are the "CRP Nursery Plantings" identified on Exhibit 1. This overlay designates areas that were planted with trees and shrubs by the Owner as a part of a Conservation Reserve Program (CRP) contract, and are now protected with a nursery license. PRDC may or may not relocate and remove these plantings over time, and if such plantings are removed, the disturbed areas will be restored with vegetation appropriate to the site. Land Protection Methods & Schedule The Reserve will be protected by the conservation easement, which will be held by the MCWD. Per the easement requirements, the MCWD will perform, at a minimum, annual monitoring inspections of the easement to ensure compliance with the easement, identify any violations or concerns, and notify the City so that they may take the appropriate regulatory action to rectify any issues. No schedule is proposed for ecological enhancement or management activities within the Reserve; however, these predominantly wetland and forest areas will benefit from the restoration and management activities that will occur in the Restoration Area. Final Land Stewardship Plan — Deerhill Preserve Final Plat 10 Land Protection Funding Through its holding of the conservation easement, the MCWD has accepted responsibility for funding perpetual monitoring of the easement. Ecological enhancement or ongoing management is not scheduled for the Reserve; therefore, land protection funding is not required for this area. Land Protection Enforcement Because the Reserve is covered by the MCWD-held conservation easement, all easement requirements will be monitored by the MCWD, and any violations will be communicated to the City for their regulatory enforcement. In the event of a violation, the City in coordination with MCWD will provide written notice to the HOA (fee holder) detailing the violation and identifying the proper corrective action. In the event the violation is not addressed in a timely manner (typically within one month), the City shall have the right to enter the premises and take the needed corrective actions, with the costs of such corrective actions being assessed against the fee holder of such area. Restoration Area Restoration Areas will consist primarily of prairie/meadow, savanna (opportunity to develop over time), and wetlands. These areas will be actively restored or enhanced as diverse, predominantly native plant communities. Ownership & Objectives The areas identified on the Deerhill Preserve Preliminary Plat as "Restoration Area" will be owned by the Deerhill Preserve HOA. The edges of these areas will be marked clearly in the field with permanent MCWD conservation signage. The objectives for the site's Restoration Area are: 1. Convert agricultural fields and degraded wetlands to relatively large blocks of predominantly native habitat (primarily prairie/meadow, savanna, and wetland) for their ecosystem services and for the enjoyment of residents. The existing agricultural wetlands near the center of the site will be enhanced, restoring a historical wetland complex. 2. Provide naturalized stormwater treatment of the development's runoff through volume, rate, and water quality management. The proposed restored prairies/meadows, savannas, vegetated swales, dry creek bed, infiltration basins and other infiltration areas, and stormwater ponds will promote volume and runoff reduction (through infiltration and other practices, where feasible), rate control, and effective nutrient removal. The stormwater management features will be protected by the conservation easement, as well as a City drainage and utility easement. 3. Provide limited, passive recreational gathering areas for residents of Deerhill Preserve to experience and enjoy the site's Conservation Area. 4. Provide a limited, passive recreational, natural surface trail system. This will include private trails for residents of Deerhill Preserve, as well as public trails for the larger community to experience and enjoy the site's Conservation Area. Proposed Landscape Conditions The Deerhill Preserve Restoration Area (currently dominated by agricultural fields) will be actively restored to a mosaic of regionally -appropriate, predominantly native landscapes including prairie/meadow and savanna interspersed with a variety of wetlands. Ecological restoration of these areas will entail eradication of existing, primarily invasive and weedy vegetation, soil preparation, and Final Land Stewardship Plan — Deerhill Preserve Final Plat 11 seeding and planting of appropriate native and non-native species. Implementation costs to complete the prairie establishment effort is estimated at approximately $125,000. The Restoration Area's ecological restoration and enhancement zones are illustrated in Exhibit 1. During the General Plan of Development process, PRDC committed to re -planting the Restoration Area using the prairie "cover crop" (or a comparably diverse seed mix)that was planted on the site from 1997-2007 as part of a Conservation Reserve Program (CRP) contract (Seed Mix attached as Appendix B). PRDC will plant the Restoration Area with tailored seed mixes to restore the area with short grass prairie, wildflower and meadow species, upland buffers and wetlands. Seed mixes may be augmented in the future with live plantings, including trees and shrubs in savanna areas, but no schedule has been identified for implementation of these plantings. Existing erosion features in the site's Restoration Area, such as some of the site's existing drainageways, will be re -graded to blend naturally with the surrounding landscape and will be stabilized during restoration/enhancement activities. Land Protection Methods & Schedule PRDC will be responsible for the ecological enhancement, restoration, operations and maintenance of the site's Restoration Area as described in the previous section until such time the fee and title of the Conservation Area is turned over to the Deerhill Preserve HOA. The MCWD will hold a conservation easement over this area. PRDC will prepare an Ecological Restoration and Management Plan (ERMP) describing the restoration efforts of the project, with the initial phase primarily focused on establishment of the prairie/meadow and wetlands. PRDC will share the ERMP with the MCWD to ensure compliance with their requirements as the conservation easement holder. The ERMP will outline in detail the steps necessary to enhance, restore, and manage the Restoration Area's proposed landscapes as previously described. More specifically, the ERMP will include an implementation phasing strategy and methods to accomplish: • Removal of invasive species; • Soil preparation for seeding and planting; • Installation of vegetation, including seed mixes for each restoration zone; • Establishment maintenance for the first three years of restoration; • Suggestions for Long-term (i.e., perpetual) management, monitoring, and reporting. Predominantly native plant communities take time to develop and are low -maintenance —not no - maintenance —landscapes. Therefore, restoration and enhancement, initial establishment maintenance, and perpetual stewardship will be required to sustain the conservation values of these areas. Table 1 summarizes the anticipated three years of initial prairie/meadow and wetland restoration, enhancement, and establishment tasks for the site's Restoration Area. Final Land Stewardship Plan — Deerhill Preserve Final Plat 12 Table 1. Anticipated Tasks and Schedule for Initial Restoration, Enhancement and Establishment General Task Description/Subtask Year 1 (2016) Year 2 (2017) Year 3 (2018) i-I ararararofcfclaaracfar N M et i-I N M et e-I N M '7 Seeding Install native and non-native seed (where site prep complete) Weed Control (site prep and control) Broadcast herbicide, spot -spray and/or mow Prescribed burn (if used for site prep) Seeding Install native and non-native seed (where additional site prep was required) Brushing Cut & stump treat invasive woody vegetation Brushing Follow -Up Foliar-spray herbicide for invasive woody vegetation Prescribed Burn/Haying Prescribed burn (where fuel is sufficient and burn warranted) or Haying Ecological Monitoring & Reporting Assess & document site conditions & prepare summary report Notes: Q = quarter of year Perpetual management will be essential to maintaining the composition, structure, and function of healthy ecosystems throughout the Restoration Area. Perpetual management activities will be tailored to meet the performance standards that will be detailed within the ERMP, and may include activities such as: • Control of weeds and invasive vegetation with spot herbicide treatments; • Prescribed burning or haying of prairie/meadow, savanna, and wetland areas (when and where appropriate); • Remedial or enhancement seeding or planting; and • Monitoring and reporting. Table 2 presents the anticipated perpetual management schedule for the site, and generally addresses activities that may be conducted in any phase of restoration. The following table is illustrative of a management schedule which will be further tailored within the ERMP. Final Land Stewardship Plan — Deerhill Preserve Final Plat 13 Table 2. Suggested Perpetual Management Schedule Plant Community Task Repetition Interval, In Years Monitoring & Annual Reporting Weed Control Scheduled Vegetation Disturbance Remedial Seeding (if needed) Mesic Short Prairie 1 2-3 2-3 3-5 Wet Prairie 1 1-3 2-3 3-5 Wet Meadow 1 1-3 3-5 3-5 No-Mow/Low-Grow 1 1-2 NA 2-4 Notes: Schedule assumes that prescribed burning or haying will be employed as a restoration and management technique. Land Protection Funding Ecological restoration and enhancement requires a substantial initial investment, followed by significantly reduced, but perpetual, annual stewardship costs to address operations and maintenance needs. PRDC will identify and hire a qualified ecological contractor to complete the initial restoration, enhancement, and establishment tasks proposed for the site's Restoration Area. Initial restoration, enhancement, and establishment is anticipated to take approximately three years (2016- 2018) to establish the prairie/meadow (see Table 1). Following initial restoration, enhancement, and establishment (typically the initial three-year period), the average annual perpetual management cost for the entire site's Restoration Area is estimated to be $250-350 per acre. Management staffing will be provided by a qualified ecological contractor selected and compensated by the Deerhill Preserve HOA. Annual HOA dues (paid by Deerhill Preserve residents) will be supplemented by PRDC (as necessary) to ensure that an escrow account to fund perpetual stewardship totals no less than $12,300 ($300/ac x 41 ac Restoration Area) at the onset of the perpetual management period (beginning in 2019). The stewardship account will continue to be funded by annual HOA dues plus a perpetual real-estate transaction fee (estimated at $500 per transaction), which will provide additional funds to the account each time a property within the development is sold. PRDC, with input from MCWD, will develop the site ERMP, and the annual stewardship costs will be further refined to ensure adequate funds are available to fulfill the commitments of this Final LSP. Land Protection Enforcement MCWD staff will conduct annual inspections of the conservation easement to document site conditions and ensure the conservation values of the easement are being upheld. In the event that issues or a violation are identified, the MCWD will immediately inform the City, which will work in coordination with the MCWD to notify the Deerhill Preserve HOA (fee holder) of the violation and direct the HOA to take prompt action to resolve any issues. The HOA will be required to maintain a General Liability insurance policy that will cover all Conservation Areas, exclusive of the public trails, owned by the Deerhill Preserve HOA. The MCWD is in agreement with this Final LSP, insurance coverage requirements, perpetual stewardship obligations, and preliminary cost estimates developed for funding of the conservation areas. PRDC recognizes that in the event that the fee holder of the Conservation Area, common areas and facilities, or any successor organization thereto, fails to properly maintain all or any portion of the aforesaid common areas or facilities, the City in coordination with the holder of the conservation Final Land Stewardship Plan — Deerhill Preserve Final Plat 14 easement (MCWD or its assigns), may serve written notice upon such fee holder setting forth the manner in which the fee holder has failed to maintain the aforesaid common areas and facilities. Such notice shall set forth the nature of corrections required and the time within which the corrections shall be made. Upon failure to comply within the time specified, the fee holder, or any successor organization, shall be considered in violation of this Final LSP, in which case the City shall have the right to enter the premises and take the needed corrective actions. The costs of enforcement and corrective actions by the City shall be assessed against the properties that have the right of enjoyment of the common areas and facilities. CONCLUSION The proposed Deerhill Preserve conservation development complies with the City of Medina's Conservation Design District requirements, and will serve as a model for future conservation developments in the City and region. The implementation and perpetual management of the project —as ensured by the MCWD-held conservation easement —will result in a high quality development, in which quality homes, valuable community amenities, and enhanced ecological functions all work together and create a beautiful, livable place. Final Land Stewardship Plan — Deerhill Preserve Final Plat 15 Appendix A. Minnesota State Historic Preservation Office Database Report History/Architecture Inventory PROPERTY NAME ADDRESS Twp Range Sec Quarters USGS Report NRHP CEF DOE Inventory Number COUNTY: Hennepin CITY/TOWNSHIP: Orono house 3050 Highway 6 118 23 28 SE -NW -SW Excelsior xx-95-4H HE-ORC-036 barn 2885 6th Ave. N. 118 23 28 SE -NE -SW Orono xx-95-4H HE-ORC-037 Tuesday, February 24, 2015 Page 1 of 1 Appendix B. Conservation Reserve Program (CRP) Native Seed Mix Exhibit Deerhill 1. Preserve Final Stewardship Land Plan `` ..... -- i / Site Boundary \ '' -. '// Reserve Restoration Area Road and ROW �j Impacted Wetland X X x X. x x -, \ \ •, '` 1 CRP Nursery Plantings x x If-��� — — - Wetland Boundary i, a:1, Stormwater Management Area �� V • •„... Wetland Buffer 4;4 .• • i Dry Creek Bed•�i • 4. Private Lot Line --- Proposed Trail 4. * 1#4 f OUTLOT F / �.ft% / e 41 0 4 41 f,. tI 0 ," i a k \ J �_�= I_� j1 .--:•.-- l'_J:, ^ / �-t.--..., i ...._ 1 ; �-� - I ; :/ it :I � I \';, , --I 1\', L. J ' Data Sources: - Sathre-Bergquist, Inc. AES Job Number: 14-1069 Filename: Deerhill Preserve Final LSP_2016-03-10 Date: 03/10/2016 / '"/ (;;<-� a --- /; ;: % - �i �^rilir li 1 i �"VrLJra APPLIED ECOLOGICAL SERVICES ) •:' 21938 Mushtown Road Prior Lake, MN 55372 --- i;% * 952-447-1919 www.appliedeco.com N ::1 `� -'��>, 0 200 400 800 Feet `'� 7 - i I PRDC AND MCWD ARE WORKING ON FINAL REVISIONS TO THIS EASEMENT DOCUMENT. THE PARTIES BELIEVE THIS DOCUMENT IS CLOSE TO ACCEPTABLE, BUT THERE ARE SOME REMAINING ISSUES TO BE WORKED OUT PRIOR TO EXECUTION. 3/11/2016 CONSERVATION EASEMENT Legal Description of Protected Property: OUTLOTS B, C, E, F, I, K, N DEERHILL PRESERVE FIRST ADDITION (collectively referred to as the "Outlots", the "Protected Property" or the "Easement Area"). Torrens Property Certificate of Title No(s): 862516 This is a CONSERVATION EASEMENT granted by Property Resources Development Corporation, Inc., a Minnesota Corporation ("Owner"), to the Minnehaha Creek Watershed District, a governmental body created under Minnesota Statutes Chapter 103D (the "District"). RECITALS: A. OWNER. The Owner is the Owner in fee simple of the real property in the City of Medina, Hennepin County, Minnesota, and legally described above (the "Protected Property"). The general location of the Protected Property is identified as Outlots B, C, E, F, I, K, N on the Final Plat attached hereto as Exhibit A (hereinafter referred to as the "Plat") and the Site Plan attached hereto as Exhibit B (hereinafter referred to as the "Site Plan"). B. PROTECTED PROPERTY. The Protected Property is approximately 89 acres which encompasses in part approximately 30 acres of an approximately 46-acre Tamarack swamp, public waters as defined in Minnesota Statutes § 103G.005, Subd. 15, and contains a wetland, floodplain and mature tree canopy. The remaining approximately 55 acres of the Protected Property historically has been used for agricultural purposes. The Owner has agreed to grant this Conservation Easement, in part, as a condition imposed by the City of Medina (the "City") for approval of a Conservation Design Planned Unit Development (incorporated herein and attached as Exhibit C, and hereinafter referred to 1 as the "PUD") a form of residential development (pursuant to applicable City regulations) on the Protected Property and contiguous real property thereto (hereinafter referred to as the "Residential Community"). C. MINNEHAHA CREEK WATERSHED DISTRICT. The Minnehaha Creek Watershed District is a governmental body created and operated exclusively for the purposes of water resource protection, conservation and management, including the protection, conservation, and management of lands to serve those purposes. The District is an organization qualified to hold conservation easements under Minnesota law and Section 170(h) of the Internal Revenue Code and related regulations. D. CONSERVATION POLICY. Preservation of the Protected Property will further those governmental policies established by the following: 1. Minnesota Statutes Chapter 84C, which recognizes the importance of private conservation efforts by authorizing conservation easements for the protection of natural, scenic, or open space values of real property, assuring its availability for agriculture, forest, recreational, or open space use, protecting natural resources, and maintaining or enhancing air or water quality. 2. The Metropolitan Surface Water Act, Minnesota Statutes Section 103B, which specifically identifies the importance of protecting the natural surface waters and groundwaters of the Metropolitan Area. 3. Minnesota Statutes Section 103D which provides for the establishment of watershed districts to conserve the natural resources of the State. 4. Minnehaha Creek Watershed District watershed management plan (as amended) which includes the policies, programs, and projects implementing the Metropolitan Surface Water Act. E. CONSERVATION INTENT. It is the parties intent to create and implement a conservation easement that is binding in perpetuity upon the Owner and all future owners of the Protected Property and that conveys to the District the right to protect and preserve the Protected Property for the benefit of this generation and generations to come, pursuant to the terms of this Conservation Easement. F. DOCUMENTATION. The current condition of that part of the Protected Property designated as the Reserve Area (as defined in Section 2.3 of this Conservation Easement) is generally described within the Land Stewardship Plan which is incorporated as Exhibit D of this Easement. The Owner and the District acknowledge that the Land Stewardship Plan accurately represents the condition of the Reserve Area at the time of this conveyance and the Conservation Plan (as defined in Section 2.1 of this Conservation Easement) may be used by the parties in monitoring future uses of the Protected Property, in documenting compliance with the terms of this Easement and in any enforcement proceeding. The Conservation Plan does not preclude the use of other information and 2 evidence to establish the present condition of the Reserve in the event of a future controversy. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: CONVEYANCE OF CONSERVATION EASEMENT: Pursuant to the laws of the State of Minnesota and in particular Minnesota Statutes Chapter 84C and in consideration of the Recitals above and the mutual covenants contained herein and in further consideration of the sum of one dollar and other valuable consideration, the Owner hereby grants to the District a perpetual conservation easement over OUTLOTS B, C, E, F, I, K, AND N, DEERHILL PRESERVE FIRST ADDITION and as generally identified on the Plat and Site Plan attached hereto as Exhibits A and B and incorporated herein, respectively. The conservation easement granted herein consists of the following rights, terms and restrictions applicable within the Protected Property (the "Conservation Easement" or "Easement"): 1. CONSERVATION PURPOSE. The purpose of this Easement is to preserve and protect in perpetuity the Protected Property by: (a) confining the development, management and use of the Protected Property to uses and activities that are consistent with the Conservation Plan as further defined in Section 2.1, (b) prohibiting activities as set forth in this Conservation Easement, and (c) providing for remedies in the event of any violation of this Easement. The terms of this Easement are specifically intended to provide a significant public benefit, including but not limited to restoring and protecting the water quality, habitat value and ecological integrity of surface waters and wetlands, as well as associated riparian land, floodplain and supporting groundwater, both on the Protected Property and within the wider hydrologic system in which they are situated, as further described in the District's watershed management plan, along with the facilitation of public educational and passive recreational use by the local community consistent with protection restoration and protection of the resource. 2. PRESERVATION AND RESTORATION. 2.1. In conjunction with the development of the Residential Community, the Owner will complete the restoration of the natural resources of portions of the Protected Property identified on the Site Plan as the "Restoration Area," and as specified in the Land Stewardship Plan ("LSP") dated _, 2016 and the Ecological Restoration Management Plan ("ERMP") dated _ , 2016, prepared by Applied Ecological Services, Inc. for the Owner (incorporated herein as Exhibits D and E, respectively, and hereinafter collectively referred to as the "Conservation Plan"). 2.2. Once the baseline restoration plantings are established within the Restoration Area pursuant to the Conservation Plan, the Owner shall maintain the Restoration Area in accordance with the ERMP. 3 2.3 The Owner has no obligation to complete any restoration within the area generally identified as the Reserve Area in the LSP, including, without limitation, the removal of any species or the installation of any plantings. The Reserve Area is also identified on the Site Plan and shall hereinafter be referred to as the "Reserve Area." 3. USES WITHIN THE CONSERVATION EASEMENT: In furtherance of the intent of this Conservation Easement, the Conservation Easement is subject to the activity and use rights and limitations set forth in Section 3. The permitted uses set forth below are not intended to be exclusive. The terms of this Section apply to Owner and all persons acting under Owner's authority or control. 3.1 Permitted Activity Limited. Permitted activity on the Easement is limited to those activities specifically permitted in this Conservation Easement. The Conservation Plan will be interpreted as consistent with and subject to this Conservation Easement. No activity may be conducted under the Conservation Plan so as to violate any term of this Easement. 3.2. Industrial and Commercial Activity. No industrial or commercial use of the Easement is allowed. 3.3. Right of Way. No right of way shall be granted across the Easement area except the right-of-way shown on the Plat (Exhibit A) and the Site Plan (Exhibit B) to serve the lots in the Residential Community. 3.4. Mining. No mining, drilling, exploring for or removing of any minerals from the Easement Area is allowed. The foregoing notwithstanding, prior to completing the restoration within the Restoration Area, the Owner may remove material within the Restoration Area for use in the development of the Residential Community, in which case Owner will protect and restore the disturbed area in accordance with the Conservation Plan. 3.5. Subdivision. The Easement may not be divided, subdivided, or partitioned. Any adjustment to the boundary of a lot within the Easement (e.g., for the installation of septic) requires District approval. Any such adjustment will be evidenced by the recording of an Amendment to this Conservation Easement to redefine the Protected Property. 3.6. Water. No activity shall be conducted on the Easement that would pollute, alter, deplete, or extract surface water or groundwater; cause erosion; or be detrimental to water quality, except as follows: a. Activities approved in writing by District that restore or enhance wildlife habitat or native biological communities or that improve or 4 enhance the function and quality of existing wetlands and surface waters on and off of the property. b. Activities undertaken in the exercise of rights reserved under Section 3 of this Easement, if any, that might cause erosion or impact water quality on a temporary basis, provided that all reasonable erosion and sediment control measures are undertaken to limit the impacts of those activities. All activities permitted hereunder remain subject to any applicable permitting requirements of the District and other governmental bodies. c. Owner shall have the right to install wells within the Conservation Easement for purposes of providing irrigation for plantings and landscaping within any right of way, Protected Property or common elements installed as part of the Residential Community. 3.7. Dumping. No trash, garbage, organic material for composting, hazardous or toxic substances or unsightly material may be dumped or placed on the Easement Area. 3.8. Storage Tanks. There shall be no placement of underground storage tanks on, in, or under the Easement Area. 3.9. Agricultural Use. No agricultural use or cultivation, except for vegetation management permitted under subsection 3.14, below, is allowed within the Conservation Easement unless approved by the District. 3.10. Utilities. Limited utilities are permitted within the Easement as follows: a. The Owner reserves the right to use the Easement for siting of secondary drainfields for individual septic systems associated with the lots contained within the Residential Community, subject to the limits in the approved PUD or as allowed by applicable City regulations. . All secondary drainfields shall be subject to maintenance and management requirements of the Deerhill Preserve Homeowners Association (hereinafter referred to as the "HOA") and all applicable laws and regulations. If a secondary drainfield is sited within the Conservation Easement a survey showing the location of the drainfield shall be provided to the District and vegetation over the drainfield shall be reasonable consistent with adjacent vegetation . . b. Stormwater management facilities for the Residential Community may be located within the Easement. c. The Protected Property is subject to and encumbered by those utility easements identified on the Final Plat, which is attached hereto as Exhibit A. d. Owner will not grant any new utility license or easement, or expand any existing utility license or easement, on or under the Easement Area, and will not install any utility pursuant thereto, except for those utilities that solely serve one or more lots within the Residential Community. In such a case, the utility will be subsurface if feasible and will be routed through the Conservation Easement only if an alternative route is not commercially feasible. e. Owner will give the District notice before land disturbance under this Subsection 3.10. The District may prescribe reasonable terms to protect the adjacent land and restore the disturbed area following the work, which terms shall not be more restrictive than the terms and conditions of any requisite permits. 3.11. Recreational Use. Owner retains the right to access the Conservation Easement areas for passive recreational use. This includes but is not limited to the following: a. Owner may establish and maintain private turf trails for fire breaks, walking, cross-country skiing, horseback riding and other non -motorized recreational activities on or across the Easement, as generally identified on the Site Plan. Owner may establish and maintain other trails with District approval. b. Owner may use any area within the Conservation Easement containing short prairie grass as identified on the Conservation Plan for occasional community gatherings. Temporary structures such as tents and pergolas, but not permanent structures, may be erected. c. Owner may permit hunting within the Conservation Easement. d. Recreational use may not occur within a drainfield. 3.12. Fences. No fence may be located or constructed within the Easement except as agreed to by both parties. 3.13. Structures and Improvements. No temporary or permanent building, structure, sign or other improvement of any kind may be placed or constructed on the Easement, with the following exceptions: (i) signage to mark the boundaries of the Conservation Easement and to mark wetland buffer boundaries, (ii) monument signage for the Residential Community, near the Homestead Trail entrance on the west and the Deer Hill Road entrance on the east, (iii) as noted in Paragraph 3.11(b), or (iv) as agreed to by the parties. 3.14. Vegetation Management. Vegetation may be altered in accordance with the Conservation Plan or if such alteration is conducted in order to maintain, restore or enhance habitat for wildlife and native biological communities; prevent or control noxious weeds, invasive vegetation, or disease; improve the water quality of the Tamarack swamp (which is generally within Outlot B); or improve the water quality of other surface water bodies or groundwater in the Painter Creek Subwatershed. The District must approve an alteration that would deviate materially from the Conservation Plan. The foregoing notwithstanding, emergency action may be taken as necessary to prevent or abate fire or any other condition causing or threatening injury or substantial property damage. Additionally, and notwithstanding Subsection 3.15, the Owner may move and or remove the nursery trees on the site located within Outlots E and I, and may remove or trim trees on the steep slope area located within Outlot K that obstruct viewsheds of adjacent residential lots. Areas disturbed by tree removal shall be restored with an appropriate seed mix compatible with adjacent areas. Measures will be utilized during removal and restoration to protect against slope instability. 3.15. Topography and Surface Alteration. No alteration or change in the topography or surface of the Easement is allowed after the restoration as identified within the Conservation Plan is completed, unless approved by the District. This includes no ditching, draining, diking, filling, excavation, dredging, mining, drilling or removal of soil, sand, gravel, rock, minerals, or other materials. 3.16. Vehicles. No motorized vehicle may be operated within the Easement except as required to perform maintenance and management as identified within the Conservation Plan. 3.17. Chemicals. Except as authorized by Subsection 3.14, above, within the Easement there shall be no use of pesticides or biocides, except that the Owner may control mosquitoes in accordance with best selective control practices. 4. RESERVED RIGHTS. The Owner retains all rights associated with ownership and use of the Protected Property except as expressly restricted or prohibited by this Easement. Such rights include, but may not be limited to, all uses and activities necessary to implement and satisfy the obligations of the Conservation Plan. 7 5. DISTRICT'S RIGHTS AND REMEDIES. In order to accomplish the purposes of this Easement, the District has the following rights and remedies, which it will exercise consistent with the PUD and the Conservation Plan. 5.1. Right to Enter. The District, its agents and authorized representatives may enter the Protected Property at reasonable times and in a reasonable manner for the purpose of, and may engage in, the following activities: a. To inspect the Protected Property, monitor compliance with the terms of this Conservation Easement, and enforce the terms of this Conservation Easement as set forth herein. The District shall not unreasonably interfere with the legal and appropriate use and quiet enjoyment of the Protected Property by the Owner, the owners and occupants of the Residential Community, HOA, or any successor homeowners association, and any permitted invitees of those persons, collectively ("Permitted Users") so long as such use is in a manner consistent with the approved Conservation Plan and this Conservation Easement. To further the purposes as set out in this Section, Owner hereby grants to the District a perpetual non- exclusive easement for the purpose of access to the Protected Property by reasonable means, on, over, and across all trails, public and private roads, rights of way and platted drainage and utility easements within the Residential Community. The foregoing notwithstanding, the easement granted in this Section 5.1.a. shall not encumber or be located on any individual residential lot included in the Residential Community. b. To survey or otherwise mark the boundaries of all or part of the Conservation Easement. Any survey or boundary demarcation completed under this provision will be at the District's expense. c. To make scientific and education observations and studies and take samples within the Protected Property, in such a manner as will not disturb the quiet enjoyment of the Protected Property. d. Management of the Easement to advance applicable laws and regulations to protect or enhance the conservation purpose as stated at Section 1, above. Management may consist of, but not be limited to, planting, removing and maintaining native vegetation; modifying hydrology or soils; stabilizing land; installing improvements for water quality and flood management purposes; erecting fencing or other measures to protect against intentional or unintentional impact; and installing and maintaining educational or informational signage. District actions under this paragraph are subject to Owner approval. 8 5.2 No Grant of Public Right. Nothing in this Section 5 shall be construed as: (i) a public dedication; or (ii) a grant of right to persons other than the District and Permitted Users to enter or use the Easement as provided in this Conservation Easement. Nothing in this Easement constitutes a general right of public entry onto or across the Easement. 5.3. Right of Enforcement. It is the intent of the parties and the City that if issues of Easement violation are encountered, the City will exercise the primary enforcement role. Notwithstanding the foregoing, the District holds all authority as set forth in this subsection 5.3. If the District finds at any time that the Owner has breached the terms of this Conservation Easement, the District, itself or in conjunction with the City, will notify the Owner of the alleged breach and direct the Owner to take action to cure the default. If such action is not taken, the District may give written notice detailing the breach to the Owner and demand action to cure the breach including, without limitation, restoration of the Protected Property as required in this Conservation Easement. If the Owner does not cure the breach within thirty (30) days from receipt of such notice, or such longer time as may be reasonably required (provided that the Owner's efforts to cure the breach are commenced within said thirty (30) day period and are diligently pursued toward completion), the District may commence an action to obtain one or more available remedies including but not limited to: (i) enforcing the terms of this Conservation Easement, (ii) enjoining the breach, or (iii) requiring restoration of the Protected Property to its condition prior to the Owner's breach. Specific performance is an available remedy without demonstration that it is the only adequate remedy. The notice and opportunity to cure is not required in the event that immediate action is reasonably necessary to prevent or mitigate significant and immediate damage to the Conservation Easement. Notwithstanding anything to the contrary, Owner is not liable for damages to the District for acts of trespassers. a. Enforcement Costs. Owner is responsible for reasonable costs that the District incurs, exclusive of periodic monitoring costs, to investigate potential Easement violations and for compliance activity. This includes reasonable costs of technical and legal assistance. Owner will not contest the authority of the City to assess the District's reasonable and verifiable enforcement costs against the Protected Property in the same manner as assessable City costs. b. Attorneys Fees. Notwithstanding paragraph 5.3(a), the prevailing party in a judicial action under this Easement shall be entitled to reimbursement from the non -prevailing party for all reasonable attorneys' fees and costs incurred by the prevailing party incurred after filing of the action . The parties waive their right to a jury trial on the issues of who is the prevailing party and the reasonable amount of attorneys' fees and costs to be awarded to the prevailing party. Those issues will be decided by the trial judge upon motion by one or both parties, such motion to be decided based on the record as of the end of trial augmented only by testimony and/or affidavits from the attorneys and their staff. The parties agree that, subject to the trial judge's discretion, the intent of this clause is to have all issues related to the award of attorneys' fees and costs decided by the trial judge as quickly as practicable. c. Discretionary Enforcement. The District does not, by any delay or prior failure of the District to discover a violation or initiate enforcement proceedings, waive or forfeit any enforcement right. d. Acts Beyond Owner's Control. The District will have no claim against the fee owner for any change to the Protected Property: (i) not caused in whole or part by an action of the Owner or a party acting under the Owner's authority, or (ii) to the extent caused by an action of the Owner, or of a party acting under the Owner's authority, taken reasonably and in good faith under emergency conditions to prevent or mitigate substantial damage from such conditions. 6. PUBLIC ACCESS. Nothing in this Easement constitutes Owner's grant of general public access to the Easement. The terms of use of any general public trail under subsection 3.11 will be memorialized with a trail easement. 7. GENERAL PROVISIONS. 7.1. Assignment. This Easement, and any rights or responsibilities hereunder, may be assigned or transferred by the District to, or shared by the District with, a conservation organization that is a qualified organization under Section 170(h) of the Internal Revenue Code and related regulations and that is authorized to hold conservation easements under Minnesota law. Any future holder of this Easement shall have all of the rights conveyed to the District by this Easement. As a condition of any assignment or transfer, the District shall require any future holder of this Easement to continue to carry out the conservation purposes of this Easement in perpetuity. The District agrees not to transfer or assign the easement during the establishment period as identified within the Conservation Plan, or until the HOA assumes responsibility for the Easement areas, whichever occurs first. Further, the District agrees that the HOA shall have the right to review the assignee and, within a reasonable time, find its own qualified organization if the HOA does not approve of the District's proposed assignee. 10 The Owner has the right to convey title to the Protected Property to the HOA, at times following the satisfaction of the duties and obligations of the Owner as identified in the Conservation Plan, or as may be mandated by the HOA's Bylaws and Covenants. At such time, the HOA will assume the duties of the Owner for purposes of this Conversation Easement and the Owner will be released from all duties, obligations and liabilities under this Conservation Easement. Such conveyance will include: a. Any conveyance or encumbrance of the Protected Property is subject to this Easement. b. The Owner will reference or insert the terms of this Easement in any deed or other document by which the Owner conveys title to all or a portion of the Protected Property. c. The Owner will reference or insert the terms of this Easement within the HOA documents and Bylaws. d. The Owner will notify the District of any conveyance within fifteen (15) days after closing and will provide the District with the name and address of the new owner and a copy of the deed transferring title. e. The enforceability of validity of this Easement will not be impaired or limited by any failure of the Owner to comply with this subsection. 7.2. Amendment. Under appropriate circumstances, this Easement may be modified or amended. However, no amendment or modification will be allowed if, in the reasonable judgment of the District, it: (i) does not further the purposes of this Easement, (ii) affects the perpetual duration of the Easement, or (iii) affects the validity of the Easement under Minnesota law or under Section 170(h) of the Internal Revenue Code. Any amendment or modification must be in writing, signed by Owner and District and must be recorded in the same manner as this Easement. 7.3. Extinguishment. This Easement may be extinguished only through judicial proceedings and only under the following circumstances: a. This Easement may be extinguished only (i) if unexpected change in the conditions of or surrounding the Protected Property makes the continued use of the Protected Property for the conservation purposes set out above impossible or impractical or (ii) pursuant to the proper exercise of the power of eminent domain. 11 b. The Owner recognizes that uses of the Protected Property prohibited by this Easement may, in the future, become more economically viable than those uses permitted by the Easement. Changes to the surrounding area or other circumstances may cause the public benefit provided by this Easement to change. Therefore, such changes are not considered unexpected changes and shall not be deemed to be circumstances justifying the extinguishment of this Easement as otherwise set forth above. 7.4. Real Estate Taxes. The Owner shall pay all real estate taxes and assessments levied against the Protected Property. 7.5. Ownership Costs and Liabilities. The Owner retains all responsibilities and shall bear all costs and liabilities of any kind related to the ownership, operation, upkeep and maintenance of the Protected Property as described in the Conservation Plan, including the maintenance of such comprehensive general liability insurance coverage as the Owner deems adequate. The preceding sentence shall not apply to any improvements constructed by the District under subsection 5.1. The Owner agrees to hold harmless, defend and indemnify the District from any and all liabilities arising out of any hazardous materials on the Protected Property as of the date of this Easement, as well as any and all liabilities, including, but not limited to, injury, losses, damages, judgments, costs, expenses and fees that the District may suffer or incur, to the extent they result from the activities of Owner on the Protected Property. The District agrees to hold harmless, defend and indemnify the Owner from any and all liabilities including, but not limited to, injury, losses, damages, judgments, costs, expenses and fees that the Owner may suffer or incur, to the extent they result from work or improvements of the District on the Protected Property. Each party shall keep the Protected Property free of any liens arising out of any work performed for, materials furnished to or obligations incurred by that party. Nothing in this paragraph or this Easement creates any right in any third party or diminishes any immunity, defense or liability limitation of the Owner or District as against any third party. By assuming its rights and responsibilities under this Easement, the District is not assuming the role of owner or operator, or otherwise of a potentially responsible party, under any law with respect to any preexisting environmental condition on the Protected Property. Owner holds harmless and agrees to defend and indemnify the District from and against any and all liability, loss, claim, damage or expense (including reasonable attorney fees, costs and disbursements) that the District may incur to the extent it results from a pre-existing environmental condition on the Protected Property. 12 7.6. Notice and Approval. Any notice or request for approval required by this Easement must be written and is subject to the following: a. Delivery. Any required notice or request for approval must be delivered or sent by first class mail or other nationally recognized delivery service to the appropriate party at the following addresses (or other address specified in writing): To the Owner: To the District: Stonegate Farm, Inc. (PRDC?) 6851 Flying Cloud Drive, Suite A Eden Prairie, MN 55344 Minnehaha Creek Watershed District 15320 Minnetonka Boulevard Minnetonka, MN 55345 b. Timing Unless otherwise specified in this Easement, any required notice or request for approval must be delivered at least 30 days prior to the date proposed for initiating the activity in question. c. Content. The notice or request for approval must include sufficient information to allow the approving party to make an informed decision on whether any proposed activity is consistent with the terms and purposes of this Easement. d. Approval. The approving party may consent to any activity under this Easement only if it reasonably determines that the activity (1) will not violate the conservation purpose of this Conservation Easement as stated at Section 1, and (2) will either enhance or not impair any significant water resource or associated ecological element associated with the Protected Property, including the following: restoring and protecting the water quality, habitat value and ecological integrity of surface waters and wetlands, as well as associated riparian land, floodplain and supporting groundwater. The approving party may condition its approval on the requesting party's acceptance of modifications that, in the approving party's reasonable judgment, would allow the proposed activity to meet these criteria. Unless provision is made for a specific time period, each response to a request for approval or consent required to be considered pursuant to this Conservation Easement shall be given by the party to whom directed within thirty (30) days after receipt thereof. Any disapproval shall be in writing and, subject to this Section 7.6.d, the reasons therefor shall be clearly stated. Failure to reply within the required time period, however, will not be deemed to be an approval. The foregoing notwithstanding, the provisions of this Section 7.6 do not apply in any manner to any request that requires an amendment to this 13 Conservation Easement, as such requests shall be governed by Section 7.2 of this Conservation Easement. With respect to all requests for approval under this Easement, the requesting party will not unreasonably withhold, delay or condition approval. 7.7. Binding Effect. This Easement will run with and burden the Protected Property in perpetuity. The terms of this Easement are binding and enforceable against the Owner, its lessees, agents, personal representatives, successors and assigns, and all other parties entitled to possess or use the Protected Property. This Easement creates a property right immediately vested in the District and its successors and assigns that cannot be terminated or extinguished except as set out herein. 7.8. Merger. The Owner and District agree that the terms of this Conservation Easement shall survive any merger of the fee and easement interest in the Protected Property. 7.9. Definitions. Unless the context requires otherwise, the term "Owner" means Stonegate Farm, Inc. and its representatives, successors and assigns in title to the Protected Property. The term "District" means the Minnehaha Creek Watershed District and its successors, assigns and partners to any interest it holds in this Easement. 7.10. Termination of Rights and Obligations. A parry's rights and obligations under this Easement terminate upon the transfer or termination of that party's interest in this Easement or the Protected Property, provided, however, that any liability for acts or omissions occurring prior to the transfer or termination will survive that transfer or termination. 7.11. Recording. The District will record or register this Easement in a timely manner in the official records for Hennepin County. Following reasonable written notice to the Owner, the District may re-record or re -register this Easement or any other document reasonably necessary to protect its rights under this Easement or to assure the perpetual enforceability of this Easement. The Owner will cooperate as necessary to accomplish and effect acts of recordation. 7.12. Controlling Law and Construction. This Easement shall be governed by the laws of the State of Minnesota and construed to resolve any ambiguities or questions of validity of specific provisions in favor of giving maximum effect to its conservation purposes and to the policies and purposes of Minnesota Statutes Chapter 84C. 7.13. Permits and Applicable Laws. The Owner and the District acknowledge that the exercise of any reserved right herein or other use of the Protected Property is not by this Easement relieved from complying with or obtaining any permit from any applicable governmental authority, including the District, prior to the exercise thereof. 7.14. Severability. A determination that any provision or specific application of this Easement is invalid shall not affect the validity of the remaining provisions or any future application. 7.15. Captions. The captions herein have been inserted solely for convenience of reference and are not a part of this Conservation Easement and shall have no effect upon construction or interpretation. 7.16. Additional Documents. The District and Owners agree to execute or provide any additional documents reasonably needed by the parties to carry out in perpetuity the provisions and intent of this Easement, including, but not limited to any documents reasonably needed to correct any legal description or title matter or to comply with any federal, state, or local law, rule or regulation. 7.17. Entire Agreement. This document states the entire agreement of the parties with respect to this Easement and supersedes all prior discussions or understandings. 7.18. Estoppel Certificate. Owner and District agree upon written request by the other party agree to issue, within thirty (30) days after receipt of such request to such party, or its prospective mortgagee or successors or assigns, an estoppel certificate stating to the best of the issuer's knowledge as of such date: a. Whether it knows of any default under this Easement by the requesting party, and if there are known defaults, specifying the nature thereof in reasonable detail. b. Whether this Easement has been assigned, modified or amended in any way by it and if so, stating the nature thereof in reasonable detail. c. Whether this Easement is in full force and effect. 7.19. Excusable Delays. Whenever performance is required by a party hereunder, such party shall use all due diligence to perform; provided, however, if completion of performance is delayed at any time by reason of acts of God, war, civil commotion, terrorism, riots, strikes, picketing, labor disputes, unavailability of labor or materials, damage to work in progress by reason of fire or other casualty, or any cause beyond the reasonable 15 control of such party, then the time for performance as herein specified shall be appropriately extended by the amount of the delay actually so caused. 7.20. Counterparts. This Easement may be executed in any number of counterparts, each of which when executed shall be deemed an original with all such counterparts taken together shall constitute one and the same instrument. THIS INSTRUMENT WAS DRAFTED BY: 16 IN WITNESS WHEREOF, on the basis of mutual valuable consideration, and intending to be legally bound, the Owner and the District voluntarily execute this Conservation Easement on the day of , 2016. STATE OF MINNESOTA COUNTY OF HENNEPIN Inc. STONEGATE FARM, INC. ("OWNER") By: Michael J. Seeland, President Or PRDC By: Susan H. Seeland, President )ss. The foregoing instrument was acknowledged before me this day of , 2016, by Michael J. Seeland, President as respectively of Stonegate Farm, Notary Public 17 ACCEPTANCE The Minnehaha Creek Watershed District hereby accepts the foregoing Conservation Easement this day of , 2016. MINNEHAHA CREEK WATERSHED DISTRICT By: Title: STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016, by , as of the Minnehaha Creek Watershed District. Notary Public My Commission Expires: 18 KNOW ALL PERSONS BY THESE PRESENTS: That Stonegate Farm, Inc., a Minnesota corporation, fee owner of the following described property situated in the State of Minnesota, County of Hennepin, to wit: The East Half of the Southwest Quarter of Section 21, Township 118, Range 23, Hennepin County, Minnesota. And The Northeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota. And The Southeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota except that part thereof which lies Westerly of the following described line: Commencing at the Northwest corner of said Southeast Quarter of the Northwest Quarter; thence on an assumed bearing of South 0 degrees, 07 minutes, 42 seconds West along the West line of said Southeast Quarter of the Northwest Quarter, a distance of 925.33 feet to the actual point of beginning of the line being described; thence South 45 degrees, 52 minutes, 18 seconds East, a distance of 115.25 feet; thence South 11 degrees 56 minutes, 18 seconds East, a distance of 53.92 feet; thence Southwesterly to a point in the West line of said Southeast Quarter of the Northwest Quarter, distant 1140.18 feet Southerly of the Northwest corner of said Southeast Quarter of the Northwest Quarter and said line there ending. And That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota described as follows: Beginning at the Northeast corner of said Southwest Quarter of the Northwest Quarter; thence South along the East line of said Southwest Quarter of the Northwest Quarter, a distance of 668.33 feet; thence West parallel with the North line of said Southwest Quarter of the Northwest Quarter, a distance of 548.47 feet to the Easterly line of Dillman Road; thence Northwesterly deflecting to the right 41 degrees, 13 minutes, 16 seconds along Easterly line of said Road, a distance of 60.15 feet; thence Northerly 239.14 feet along the Easterly line of said Road being a tangential curve to the right having a radius of 254.35 feet; thence Northerly 249.7 feet along easterly line of said Road, being tangent to last described curve; thence Northerly 166.62 feet along the Easterly line of said Road to the North line of said Southwest Quarter of the Northwest Quarter; said 166.62 feet being along a tangential curve to the left having a radius of 650.97 feet; thence East along North line of said Southwest Quarter of the Northwest Quarter 655.43 feet to the point of beginning. And That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, described as follows: Commencing at the northeast corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 00 degrees 07 minutes 42 seconds West along the East line of said Southwest Quarter of the Northwest Quarter a distance of 1140.18 feet to the actual point of beginning of the tract of land to be described; thence South 49 degrees 03 minutes 42 seconds West, a distance of 57.15 feet; thence South 29 degrees 03 minutes 42 seconds West to the northeasterly right of way line of Hennepin County Highway No. 201, Plat 53; thence southeasterly along said right of way line to the east line of said Southwest Quarter of the Northwest Quarter; thence North 00 degrees 07 minutes 42 seconds East along said east line to the point of beginning. Has caused the same to be surveyed and platted as DEERHILL PRESERVE and does hereby dedicate to the public for public use forever the public way and the easements for drainage and utility purposes as shown on this plat. In witness whereof said Stonegate Farm, Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 2016. Stonegate Farm, Inc., a Minnesota corporation Vice President STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of , 2016, by , Vice President of Stonegate Farm, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public, Hennepin County, Minnesota Notary Printed Name My Commission Expires: I, David B. Pemberton do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundaries and wet lands, as defined by Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 2016. David B. Pemberton, Licensed Land Surveyor Minnesota License No. 40344 stf, „o N SATHRE—BERGQUIST, INC. DEERHILL PRESERVE STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this day of , 2016, by David B. Pemberton. Notary Public, Hennepin County, Minnesota My Commission Expires: MEDINA, MINNESOTA Notary Printed Name This plat of DEERHILL PRESERVE was approved and accepted by the City Council of Medina, Minnesota at a regular meeting held this day of , 2016. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. By: , Mayor Bob Mitchell By: , City Administrator - Clerk Scott T. Johnson RESIDENT AND REAL ESTATE SERVICES, HENNEPIN COUNTY, MINNESOTA I hereby certify that taxes payable in , 2016. Mark V. Chapin, Hennepin County Auditor and prior years have been paid for land described on this plat. Dated this day of By: , Deputy SURVEY DIVISION HENNEPIN COUNTY, MINNESOTA Pursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 2016. Chris F. Mavis, Hennepin County Surveyor By: REGISTRAR OF TITLES HENNEPIN COUNTY, MINNESOTA I hereby certify that the within plat of DEERHILL PRESERVE was filed in this office this day of , 2016, at o'clock M. Martin McCormick, Registrar of Titles By: , Deputy COUNTY RECORDER HENNEPIN COUNTY, MINNESOTA I hereby certify that the within plat of DEERHILL PRESERVE was recorded in this office this day of 2016, at o'clock M. Martin McCormick, County Recorder By: , Deputy _ WEST 1/4 CORNER OF SEC.21, T.118, R.23 1 (HENNEPIN CO. C.I.M.) 0, I S00°07' 14"W 2646.65 I 1328.86 1 A / 'I / VV I / R.T. DOC. NO. C.R. DOC. NO. SECTION BREAKDOWN SECTION 21 AND 28, TOWNSHIP 118, RANGE 23 NOT TO SCALE NORTH 1/4 CORNER OF _ ,I SEC.21, T.118, R.23 (HENNEPIN CO. C.I.M.) \N JA \ 388°52'47"E 2657.73 NORTHWEST 1/4 CORNER OF — SEC.28, T.118, R.23 / (HENNEPIN CO. C.I.M.) rn r I N W � 0 N Q N wN Fw 06 �o (0 0\ N W z -1 N I- V) .1- ww �~ o I O N� J A J DEER HILL RD—, N89°12138"W \ 1322.25 ;Ts 1A/ VV NORTH LINE OF ( —THE SW 1/4 SEC.21, T.118, R.23 i 1328.86 INSET A SEE SHEET 2 OF 4 SHEETS v� \ r- / '-) L_ I / — MATCH LINE A — I � \ 2644.50 EAST LINE OF THE NE 1/4 OF THE NW 1/4 SEC.28, T.118, R.23 N I\A/ '1 / A INVV I / / \ — I I NORTH LINE OFoo —THE SW 1/4 OF THE NW 1/4 c\1 SEC.28, T.118, R.23 S89°02139 HE 1314.06 WEST 1/4 CORNER OF — SEC.28, T.118, R.23 I 17 (FND. HENNEPIN CO. \ i _ 2" C.I.P.) 0� 1305.88 The basis for the bearing system is the north line of the Southwest Quarter of Section 21, Township 118 N., Range 23 W., and is assumed to bear North 88 degrees 52 minutes 47 seconds West. SOUTH LINE OF THE SW 1/4 SEC.21, T.118, R.23 SEER HILL. RD I/ i 1322.25 NORTH LINE OF THE NW 1/4-� SEC.28, T.118, R.23 INSET B SEE SHEET 3 OF 4 SHEETS N I r- / A I V L_ I / `f- \ v N l\ 1 / � —MATCH LINE 0 rn I ozi I,-) M to zi W In 1 CO 1 ,- CO o ~ N W � N \� - - z N w 628. 1314.06 _ -/tw I O I ) / \ / / INSET C _ � SEE SHEET 4 OF 4 SHEETS \ v� N 1 N00°24113"E 2653. S88°52147"E 2656.81 EAST 1/4 CORNER OF SEC.21, T.118, R.23 (HENNEPIN CO. C.I.M.) sN N • 3"E 2631.18 1 U w +\DEER HILL RO \ NORTH 1/4 CORNER OF -SEC.28, T.118, R.23 (FND. HENNEPIN CO. C.I.M.) o co "-) .__: L _ I / ` r 00 Ih PO 1305.88 ►A/1ppAIIAI/N^1nr IVI\./R14114 v`IVE DRIVEI� E,r V I' \ vK EAST 1/4 CORNER OF SEC.28, T.118, R.23 _ (FND. HENNEPIN CO. C.I.M.) N88°52132"W 1 2611.77 1 `K IH AVE.TI n"r N. r SOUTH 1/4 CORNER OF _ SEC.28, T.118, R.23 (HENNEPIN CO. C.I.M.) N88°5213211W 2616.21 5 SHEET 1 OF 4 SHEETS r --- 1\ I N Lai L%rx Lj�o O =�Q O W WNLb ~ U O 0 LL% H Z O N JCCU HQ'= �a� zo �a co 0o o0 N (V 0 co oo Z JLM PER TORRENS CASE NO. 17158 92.06 r 512°51' 51 E 114•B' cd oo co oks SuR, cF --� SATHRF-RFRGQUIST INC;.. LY LL' a v z W LaA N Q W U O Ln W z z W J � �o ct za i / • WET LAND I • • I I I / 1 / / / EAST LINE OF THE SOUTHWEST QUARTER OF SEC.21, TWP.118, RGE.23 - PER H.C. SECTION BREAKDOWN r� •- _ EAST LINE OF THE SOUTHWEST QUARTER PER TORRENS CASE NO. 17158 OUTLOT B \ w I co \ 3 a� co W N oI w4- La cP La 11 / WET LAND c) � / \ x \ <\� N/5°5 '06 , /off \ / CjQ3 / WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SEC.21, TWP.118, - RGE.23 PER H.C. SECTION BREAKDOWN WET LAND 732.86 co «, PAP WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER PER TORRENS CASE NO. 17158 • -z Q o • J co J sr? CZ 8\ ON O03.. �\ • I / \ • �P • \ v \ 010 ! i N CD In \CO Oo N (I 0\-3 ems, ^ d (� 1 _ • p6'36g6 N110.37 I W 7'0^ ;M Lc co LO • DEERHILL PRESERVE 1443.54 / \ I \ / �J S09.36 59„ E 72.6r • • / _ - / _ 62 89 „ �/ ' p 1.110002'34 W �\��. )<,,\o �°`o ^0\�`'J - - - - S00°24' 13"W 2631.18 - - - - I I i • 3 No d N CO Z 0 0 1\ N 52.96 • 1 1 1 \ \ \ \ \ WET LAND J \// \ o • WET LAND o O ^A , h CO �/ /11s8°i 3j83 �/ S80 °40'35 °E s / 44.04 \ / • • i • \ 1 -EDGE OF WET LAND- • ! S00°12156"W 316.61 + •_ • Sl3° 0°Dc6��-DRAINAGE AND UTILITY EASEM N00°12112"W 314.51 6°0°� OUT �2 LOT r �o / • oo hh^ ^ /^� � co �; / 27'2s „woo ok �� �'v o^ I45.11 � ° /A, o. h ,\ / \ \ • � / 04° _ � / . S/2°//,33� N W 142.50 �� K c0 N06°43'23HE N 14 028'4l • - 106.21 -' N01° 18'22"E • 15z S08 ° I I'43 E N T 156. 72 NO3°17'08"W 64.76 • 205,54 N08°26'1 , 2 E 200.29 408.54 NO2°35156 "E 439.92 OUTLOT D S00°17131"W 560.67 n- rn 2 co d- Ln N <� • \ ry0 \ P IC IN ,L\� 10 �\6 - `L9. 0\ -�Njl\rno o I m Zc0 �. DRAINAGE AND I � UTILITY EASEMENT / K,N7o. °° A30 1015\ • --' o� 4\\ \\s/per �R6, x(\ �6�' /z5,dp 57 o 6 00'0),FS \ \ 52� g1 02 .03) \\ • �29.51 - - - - S00° 15' 42"W 2622.41 - - - - • • • 1191.32 1836.59 • \ \ / • t 27.14 sR 378.65 \ss. 1 \Fp 997.85 - I = - / / 1 / �iy ��p cF0 WET LAND ‹ R4 N\ fr s \ �oF AFT O /\ o,/\\ 2 \\ 4 °2 \26 63 \ \ 1 NO2°37100"E 199.29 - R=120.00 'r 6=36°23'18° /) R=225.00 76.21 / //A=22°22'09"1 • • . 87.84 I • oo 0 w 0 N 0 r co Z / • I I r O • • I • v� }o 3 0 \ 0 O fr q �qti 60, \s8� TYFq N00'24'14"E 9) S FiyT./� N 158.39 R9 ?630'83 ,33,,w! • I ---��s s� V O • N60 l7� \ Ssr • • • • \�0 2� p0 � DA,D OUTLOT E 5'60, CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE Cl 37.80 A=72°11'53" 30.00 N77°01'37"E 35.35 C2 41.29 b. 23'39'29" 100.00 S55'02'42"E 41.00 L1 38.90 S30°57'00"E L2 37.83 N62°31'22"E • • 9 • • � V S , r, 3 , %o�' �'o s_� O° 00 va, 19O p • 4 \OO. 01 ���� � 05" 23° 05 32..96 _ I I I I R.T. DOC. NO. C.R. DOC. NO. h N 1,u I N •• INSET A M 30 002 21°E 404.53 `- R�3p0 00 / <1 _. 00 /A) \ �Os �8� O Q, .9g ,3* A 6 s)� i 1s% o/ • I /1 I I / r SEE SHEET 3 OF 4 SHEETS \ / DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument Denotes a Found Cast -Iron -Monument The basis for the bearing system is the north line of the Southwest Quarter of Section 21, Township 118 N., Range 23 W., and is assumed to bear North 88 degrees 52 minutes 47 seconds West. SCALE IN FEET SHEET 2 OF 4 SHEETS DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 51 f NOT TO SCALE i Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. INSET B / / I/ II II p SEE SHEET 2 OF 4 SHEETS 80 40 0 40 80 c v 3o / / / / �•••.. \ 160 SCALE IN FEET / 1 I I I I I I 1 1 / i / f// /� EAST LINE OF THE SOUTHWEST QUARTER OF SEC.21, TWP.118, RGE.23 - PER H.C. SECTION BREAKDOWN I - - - - S00°24' 13"W 2631.18 ---- \ I w / n\ ocv \WET LAND I F cn • \ • F \ o,\ \ \ \ N2o 34 2 Frn ▪ \\ N/ Ns ' » S °33, \ �Fj � \ 44 48 O\ a z 1¢ 1 /LL- S7400 \(Q 8152 z Q N89°02'22"W 1 0 30.00 \ 1 M rio nw ti8 148.47 161.78 OUTLOT F 220• 4; 'J°8�, •00 62- 0 N69 y /36 /6 W N w/ CO l 0 rn op _! OUTLOT E CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C3 38.27 A 3'28'51" 630.00 S29'37'47"E 38.27 C4 14.63 ,6,= 1'44'48" 480.00 N68'43'22"W 14.63 C5 34.39 0 19°42'11 " 100.00 S68°17'55"E 34.22 DEERHILL PRESERVE 488.51 619.20 997.85 EAST LINE OF THE SOUTHWEST PER TORRENS CASE NO. 17158 QUARTER -' OUTLOT C WET LAND 527.90 1836.59 645.27 - - - - S00° 15'42"W 2622.41- - - - N00°24' 14"E 339.74 1\108°23'50"\N 347.78 I \ LJ 59.71 A=8°20'40" 1 OUTLOT G A=51°3- 8125" 480 p0' 38„ WEST LINE OF THE EAST HALF OF THE - SOUTHWEST QUARTER OF SEC.21, TWP.118, / RGE.23 PER H.C. SECTION BREAKDOWN 1 WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER PER - - TORRENS CASE NO. 17158 The basis for the bearing system is the north line of the Southwest Quarter of Section 21, Township 118 N., Range 23 W., and is assumed to bear North 88 degrees 52 minutes 47 seconds West. See sheet 2 of 4 sheets W 10a) r0 N �p r7 rn� 00 N T 40 _1 33 LIJ L�J 3 _ NORTH 1/4 CORNER OF / SEC.28, T.118, R.23 (HENNEPIN CO. C.I.M.) ss EAST LINE OF THE NORTHWEST \�_ ! QUARTER OF SEC.28, TWP.118, RGE.23'\* PER H.C. SECTION BREAKDOWN 206.62 40 \ 59.55 / A=6°57148" N00°30'32"E 323.97 l 36.88 /-4°18'46o Dc ja� 0 °08'S6 �, 64 2 9 --JLM PER TORRENS CASE NO. 17158 Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument Q Denotes a Found Cast -Iron -Monument .270 50% \off IX • SIX o00 /1/ j›. 7�073 '69 �c< -WET LAND - 94.26 S07°43100"W W w c- 0 M GO l I 613 �\ Sp9043'24 E S 82A �\ /2/ •S/ EAST LINE OF THE NORTHWEST QUARTER PER TORRENS CASE NO. 17158 --N00°34'25"E 2677.33 1107.55 2632.19 N AGE AND �U T I L I T Y / \ / -� WET LAND ------ \ S09°45'3g w 125 -� 92 OUTLOT I g1- \- 5-b E A S03°51'38"E 91•96 .95 \ /� s\ \ < / 1::_ri, / �98silo \ :_ ,i :\\\\ /� \�/�p� 1_, /____/.7 O, \ ° p`�/ /WET L \ D \ / //// // IN \ \ ),� v i/ ,'\14 O r //��\ V 1 1 C EDGE OF WET LA \ ND\ \\ I \ \ / / / J 1 \ 0 1 WET LAND I i i i EDGE OF WET LAND` / /\ IA o / o\ , O \.. i A i` _ W_ 1 V\ .1 /%t-7't0 cAQN / \ J ° \ A0 45, 0.p CS`� o`J�`� <�/ \\ s),,�o 11�\ / 1 _2 222.73 262.68 D,%It 08 1\/I\�J/ V 0 Y D� 'S O C.,4 Lo o o� N 00 O k>` O 4 1 Lt `•7° c0 O r (6 0 s) N OUTLOT H 1231.73 O 0 00 WEST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST - WEST LINE OF THE NORTHEAST QUARTER OF THE j QUARTER OF SEC. 28, TWP.118, NORTHWEST QU ARTER PER TORRENS CASE NO. 17158 RGE.23 PER H.C. SECTION BREAKDOWN WET LAND j N89°44' 18"W oks SATHRE-BERGQUIST, INC. SEE SHEET 4 OF 4 SHEETS SHEET 3 OF 4 SHEETS The basis for the bearing system is the north line of the Southwest Quarter of Section 21, Township 118 N., Range 23 W., and is assumed to bear North 88 degrees 52 minutes 47 seconds West. See sheet 2 of 4 sheets Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument QDcnotcs a Found Cast -Iron -Monument (xxx) Bearings shown thus are per deed 100 50 0 50 100 200 .. • • • SCALE IN FEET i :71- co° Fr2 pp o Lo o CO - - Z d IY U 66 =�c cr ct Z O li-cowpj o N Ct1 a� n Z d d• �Z IC:) U o I � 166 NO n 03 v \\ W IQUI \\ N N ° cfl N C3 c31 c31 do��N •W o VS r \ 'K /\ I \ \ FND. JLM PER NV A TORRENS CASE r_ A NO. 17158 CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C6 9.80 ,L=1 °44'55" 321.11 S33°43'09"E 9.80 L6 53.92 S11 °50'43"E L7 182.06 S49°09'17"W L8 78.47 S34°35'36"E L9 71.63 SO°13'17"W L10 42.46 S88°52'32"E �0RS �7\ sR �o SATHRE-BERGQUIST, INC. DEERHILL PRESERVE INSET C I NORTH LINE OF THE SOUTHWEST I QUARTER OF THE NORTHWEST QUARTER OF SEC.28, TWP.118, RGE.23 PER H.C. SECTION BREAKDOWN I I ,- N89°02'39"W 654.47 - 1 o/ CC' o ic0 W �aQ� 2") 0 co 1.-- Z QUQ(.S Lcl = d QO 41'13'16° 0) si\0) /1 6 Y� /`rR)oS \ st9, ZNo`O \-3N Q� �\-3 </� ru\/ AD 40 AD cry SAT � • X 0 .5tS2 8,, 11/ 2Q 6• 6 240.60 6 S83°48 ill HE 3 N� ro ' O � V) l NORTHWEST CORNER OF THE - \\ SOUTHEAST QUARTER OF THE 1 1\ NORTHWEST QUARTER OF SEC.28 340.86 _ _ MATCH LINE B SEE SHEET 3 OF 4 SHEETS I -�_---------- I I N89°44' 18"W 510.21 / \\ rn N 1 4/• 80 4, 3905 vi Cep s55,�9 w , 60 OQ 6 c, 40 9so4 „E 03. co w w Flg w � ~ ao ao ww� co 00_E a) o' ct _ wI- 1-0 � �<< o W DO =O V) OI- U wcnV) Lu <=OO Q000 wcnZ� 1 306.85 / S89°02'39'E 547.45 / 548.47 DEED / -LINE PARALLEL WITH NORTH LINE OF SOUTHWEST QUARTER OF NORTHWEST QUARTER X' AA \ n / / \// 11(? EAST LINE OF THE SOUTHWEST QUARTER OF - THE NORTHWEST QUARTER O CO M Lri N 3 N 0 Co IN N-10 ti EASTERLY LINE OF -\ / 65,7 H.C.H. NO. 201, �C\ /G PLAT 53, PER C.R. DOC. NO. 4577820 / 04, 9 << \ ��43.14 OUTLOT K \ S89°53' 18"E 448.21 WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER PER TORRENS CASE NO. 17158 co co N, OUTLOT M JLM PER TORRENS CASE NO. 17158 rn • PONT IN THE WEST LINE OF / - - THE SE QUARTER OF THE NW QUARTER, 1140.18 FEET ON,5g'- SOUTH OF THE NW CORNER , •• E obi i HOMESTEAD TRAIL --- (CO. RD NO. 201) O J i CJ� % R / v\ I w �` -N. ( wET FT 4 4N0 °. 6/ 0 7 �gl�l0 7IN 10 C• 286.02 1 \ _ DRAINAGE AND UTILITY EASEMENT `_JLM PER TORRENS CASE NO. 17158 i n�• • • N M Nt• CO / co r r IA 542.11 • • • 30 • /o 0 • I • /~ _, \ \1 \ � / ..,,,___N._____,...,� \- 0) - \`" �, \ - \RP\�PC? '\s E_ i 6 b, 180.23 ✓J \62° N88°53142"E 288.85 • U1 _- _- 392.51 N81°57'29 E • SOUTH LINE OF THE \ � -NORTHEAST QUARTER \\\ ( OF THE NORTHWEST 1 2S QUARTER OF SEC.28, \\ \ STWP.118, RGE.23 \ .\--os-.. _ _ _ _ _ _ �\ POWERLINE EASEMENT jT / \ \`,�., %PER DOC. NO. 2891209 \ k89°35'06"Erl 47o�` / / 16 ��/cV W Z L -V Q w aoM I �0 � N- 21 �P I- n LO o � N \\4, ) - 10 N (1 Z W QIO o �I ° 1 \ 4> Lo o o Q U) � NI \ Z N Z ` I 1 a t-- /-. i I EAST 349.90 107.13 119.57 n \ I f �\ 0 ,(u/ .30-7 q, OUTLOT L O • 03, 3>,, 14/ • \sRio �2 O° / • • cfl rn .001 / \ °45' "W 146.68 / � 51 i /I, • 0 9� O5r, • 99 OQ,, < - 0 06,3 57, 05t„ N1\17 / 3' 32' E �p0• 122.09 • • 6' �• �° 1 /\. 9 \-- �� \ oR' /60 / „Do • 06, O / • • )o ND 0,1 70.43 • S88°52132"E 1305.88 2 1 \\ R.T. DOC. NO. C.R. DOC. NO. 2; 1 \ I off/ i // ÷ ti< 57i�o `,0, AP Svc\ \ s do 60 S \/ *<`' J � �m OUTLOT I n- / I/ ( ^< \'/ . l� 7 \/� 4) \ \�S 6'0 o s0, 0 NCP • 0,,, • 0)' 00 0 4 I b3 • CA N .W • SOUTH LINE OF THE NORTHWEST / - --QUARTER OF SEC.28, TWP.118, RGE.23 PER H.C. SECTION BREAKDOWN \ I I I \ �g \ /\p,C) rn N CO14) N C N �z ,10 o0 Y �a 1-1-1�CK Cm aZ 00 w cwn = U O = ZW w o- ~ N U_ Lil 00 w t ze J �.- wF- 1 N N m rn 0 d- NORTH LINE OF THE - -SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SEC.28, TWP.118, RGE.23 K Ar-MINI A IVI L_ LJ 1 1 V /-\ n ArNDt\lINI/•^11-\r_- IVI\JI -^ r- / • /-\ N I r\ IVLi A 1-\r\ITI/1NI i-\IJIJ1 1 1\J1 V T I PO A Ar\DK IIN I/•^It1r- re)CD \JI\iVIIV\7"IVL_ -1 6.,6°43"_L" 5s288-7:71:00unTWILI 5TY°2E6A2SEMENT 1 /-V-EDWGEETOF LwAENTD LA5N2.63(0 SOUTH LINE OF THE NORTHWEST _ J QUARTER PER TORRENS CASE NO. 17158 CD -JLM PER TORRENS CASE NO. 17158 SHEET 4 OF 4 SHEETS PUD Zoning: Fysb - 50 ft Sysb - 20 ft Rysb-10ft 60' Row - 24' Pavement 50' Row - 22' Pavement(Culde-sacs) VICINITY MAP y - Th! 71 aG w 0 z 200 100 0 100 200 400 SCALE IN FEET --_ JI / —1I —7 I r--- I I 1 1 I I i 1 1 1 I 1— — J r � I II I I I 1 I II ni H--- I II I SHEET INDEX TABLE SHEET Description 1 Title Sheet 2-8 Grading, Drainage, and Erosion Control Plan 9-10 Infiltration Basins and Dry Swale Details 11-12 Erosion Control Plan 12-21 Street Plan and Turn Lane Plans 22-26 Storm Sewer Plan i a I I I I I PREPARED BY ENGINEER SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MINNESOTA55391 PHONE: (952) 476-6000 FAX: (952) 476-0104 CONTACT : DANIEL L. SCHMIDT, P.E. EMAIL: SCHMIDT@SATHRE.COM PREPARED FOR DEVELOPER PROPERTY RESOURCES DEVELOPMENT COMPANY 6851 FLYING CLOUD DRIVE EDEN PRAIRIE, MN 55344 PHONE: (612) 991-1823 DRAWING NAME DRAWN BY IMIN3INKEEM DLS DLS 02-12-201 03-11-201 REV. PONDS AND INFILTRATION BASINS CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 E w - N SATHRE-BERGQUIST, INC. m �II 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CN e CITY PROJECT NO. MEDINA, MINNESOTA TITLE PAGE DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 DEERHILL PRESERVE 7282-010-200 C z 4 ss•" 4" SELECT TOPSOIL BORROW q.l 6" CROWN (0.02% MIN) 4" SELECT TOPSOIL BORRO 2' MIN. 4' DITCH BOTTOM 11/2`-SPWERMOB WEAR COURSE 255PNW13230B BASE MESS 10'-CLASS 5 AGGREGATE BASE, 10046CRUSIED UMEROCK OR RECYCLED AGG. (NOWT 3136) SUBGRADE STABILRKDON FABRIC-0 CZ,XE NON -WOVEN COMPACTED AGGREGATE BASE AS CONDITIONS REQUIRE LOW VOW. BTRIMIN0115 STREET ti U 30. R 4' PERFORATED DMINTIIE DRAMTILE Dd FILTER SOCK BEDDED IN PEE ROCK 11/r- B.20302400 WEAR COUPBE t0"-C ASS 5IBB BASE COURSE IO"-CLASS 5 AGGREGATE BASE, 10016CAU4® LMEROCI8 OR RECYCIID AGG. (MNDOT 3130.) SUBGRAOE STABILIZATION FABRIC-O 0.8/5Y NONWOVEN COMPACTED SREBASEB AS CONDITONS REQUIRTRR E NOTE: IOW VOLUME BITUMINOUS STREET WITH CONO3ElE Q1RBM10 GIR1E0. 1. PILORGANIC OROTTERUNSURABLEMATERTAL 9l4LL BE REMOVEOFROMBENEAGTHE ROADWAY INSTALLED A5 SHALL E TO AllIDBEHINDAIN AT LOW POBiTS, 5P PI EACH DIRECnON.DPAIMILETO BE INSTALLED AS REQUBIEOIV ADEQUATELY DFAIN ALL LOW AREAS. DEER HILL ROAD LOW VOLUME RURAL AND URBAN STREET TYPICAL SECTION LAST LAN. 2011 STR 05 FILL ROW 30 30 OUT ROW 15' 12' 12' 3% PROPOSED STREET SECTION A DEERHILL ROAD ROW FILL 30 CUT 30 ROW 373:1 15' 15' 12' 3% 3% 3 51 8' 4' BOTTOM PROPOSED STREET SECTION B FILL ROW 30 CUT 30 ROAD SECTION MODIFICATIONS FOR DRY SWALE BMP ROW 15' 32' 12' 3% 3% PROPOSED STREET SECTION C DEERHILL ROAD through 02w STA53-T5throt. 57.0P 6' 4' BOTTOM NORTH SIDE ROW 30 SOUTH SIDE 30 ROW 3% 15' 12' 12' 3% 3X PROPOSED STREET SECTION D 1. 2' 6' 11 4' BOTTOM ROW 30 CUT 30 ROW 15' 12' VARIES 12' 3% PROPOSED STREET SECTION E STA57.00 thrn Fro 4' BOTTOM ROW SOUTH SIDE NORTH SIDE 25 25 ROW ROW 3% 14' 14' 11' 3% 3% PROPOSED STREET SECTION F SOUTH CUL DE SAC STAG RIDGE 1 6' 14' BOTTOM EAST SIDE 25 3% 14' 11' 3% PROPOSED STREET SECTIO NORTH CUL DE SAC FOX HILL ROAD SEPTIC SITE LEGEND PROPOSED SEPTIC LOCATION PERC BORING COIL BORING CONTOUR LEGEND - - 2' CONTOUR EXISTING - - 10' CONTOUR EXISTING 2' CONTOUR PROPOSED 10' CONTOUR EXISTING 2' CONTOUR PROPOSED CUSTOM GRADED 10' CONTOUR PROPOSED CUSTOM GRADED EROSION CONTROL LEGEND ROCK ENTRANCE BERM SILT FENCE SILT FENCE (POST CONSTRUCTION) BIO-ROLL CONCRETE WASHOUT INLET PROTECTION CAT.3 STRAW BLANKET ON -SITE BMPS - (Far more detailed information Section 2.2 of the SWPPP) 1. REDUCE IMPERVIOUS AREA - REDUCTION IN STREET WIDTH FROM 24' TO 22'. 2. RIP RAP - RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY DISSIPATION AND PROVIDE SEDIMENT CONTROL- (Utility Contractor) 3. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS 8 REAR YARD STRUCTURES. (WIMCO'S OR EQUAL) -(Utility Contractor) 4. SLOPE STABILIZATION - SILT FENCE WILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE SLOPE STABILIZATION. (Grading Contractor) 5. BIOROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS(Grading Contractor). 6. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING.(Grading and Utility Contractor) 10. PHOSPHOROUS FREE FERTILIZER- PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE.- 11. ALL CONCRETE WASHOUT WASTE PRODUCED SHALL BE REMOVED FROM THE SITE. (Utility Contractor) 12. DRY SWALE 12.1. FLATTER DITCH SLOPES TO REDUCE EROSION AND INCREASE TREATMENT 12.2. SOIL MODICATIONS AS PER PAGE 12 300 150 0 150 300 600 Z SCALE IN FEET CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF MEDINA, MINNEHAHA CREEK WATERSHED DISTRICT OR DIRECTED BY THE ENGINEER. 2. INSPECT POND, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 3. L08 WO PADS 3:1 MAX. 4. RESTORATION -28 ACRES PLUS WETLAND RESTORATION AREAS, DRY SWALES AND INFILTRATION AREAS SEEDING BY OTHERS 4.1. RESTORE ALL DISTURBED AREAS EXCEPT DRY SWALES AND INFILTRATION AREAS WITH 4"T06" OF TOPSOIL, OR E)(ISTING ON -SITE ORGANIC MTRL. 42. SEED ALL DISTURBED AREAS WITH MNDOT MIXTURE N250 AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2OA10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) WETLAND RESTORATION - BWSR SEED MIX FOR WETLANDS (AS NOTED IN THE WETLAND REPLACEMENT PLAN APPLICATION) 4.3. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 4.4. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. 4.5. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. 4.6. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. 4.7. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 5. SILT FENCE, BEFORE GRADING - 22,000 LF 6. SILT FENCE AFTER GRADING- 1,500 LF 7. ALL INDIVIDUAL LOTS WILL BE CUSTOM GRADED, UNLESS OTHERWISE NOTED AS MASS GRADED LOTS. HOUSES AND DRIVEWAYS ARE FOR ILLUSTRATIVE PURPOSES ONLY; THE PROPOSED CONTOURS SHOWN ARE 1 POSSIBLE GRADING OPTION. AS PART OF THE BUILDING PERMIT, CUSTOM GRADING 8 DRAINAGE AND EROSION CONTROL PLANS WILL BE PREPARED. 8. WHERE DITCHES ARE PRESENT AT DRIVEWAY LOCATIONS, CULVERTS MAY BE REQUIRED. 9. CULVERTS SHALL BE INSTALLED AT ALL DRIVEWAYS. SIZING AND LOCATIONS SHALL BE DETERMINED WHEN THE INDIVIDUAL SITE SURVEYS ARE PREPARED. A MINIMUM 12" CULVERT SHALL BE REQUIRED. DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 2 DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS DLS 03-11-2016 CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 N SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA GRADING, DRAINAGE, AND EROSION CONTROL PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 2 26 DEERHILL PRESERVE 7282-010-200 FILTRATON BASIN #4 SOT 992.0 HWL 994.0 (FUTURE - TEMP BASIN) SED BASIN -loo I, 1 I I ! I I I vv TRAIL EASEMENT TO BE DRAFTED WREN OUTLOtD IS REPLATTED \ / /•/ / TRAIL EASEMENT 1E DRAFTED AFTER :ONSTRUCTION 1 29.7 A i i 643 / L L I • 1 / ��IMP 64. P \ \\ \ / SEP�IG \ 6 PREP \ \ \ �. FS,--�� I v MASS BADE \ \ Q / f.�----_ _ _ \ c� / _ / P / g� �i IT6„55,551S T / —I-- ion®� ; if _I 11� `o I 4 r(101 L 5 00 \�1101 .58) m 0 I I I ; I I I I �r 7/ / / / / l� l 1/_.OT" %- / F3 MASS GRADE F \ I I \\ I I I III I I I I I I I / I I I/ / / O // '/ / / / 4 / J _1J J-j� _ I I I I I I I I /r I I I I i - F - -\\ - - I - - a I _ _ J / aMASS GRADE V /\ o, \ fi633 -3ISP 1w I I I I I I I I 1 I I I I I I V I I • • NORTH / • 29.7 AC. �•• • r x995-5� • FILTRATON BASIN #1 BOT 992.0 I HWL995.3 I, I I I ! I FOREBAY I I POND 1 NWL 993.0 HWL 995.3 C4 C9� 995.1 x I / / / -J / \ L 41��,, 1 - •_ �. lc 1 1 1 I I I r' WETLAND 1 1 1 HWL - 989.2 i (MCWD STUDY) • • • 1 ENKA MAT / REINFORCED / \ EOF - SEE DETAIL / \• • • • / 50 25 0 25 50 SCALE IN FEET .• • 988 • 100 100 YEAR FL00DP_EAIN_ AS PER MCWD STUDY ELEVATION 989.2 L J OUTL'OT B WETLAND 1 29.7 AC. DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 2 DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS DLS 03-11-2016 CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 SATHRE-BERGQUIST, INC. o h 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA GRADING, DRAINAGE, AND EROSION CONTROL PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 3 DEERHILL PRESERVE 7282-010-200 05/01/15 TO BE DRAFTED AFTER CONSTRUCTION / / / , / ?' ' ;a. FIELD FIT TURF TRAIL _ �'(P BETWEEN EXISTING TREES — I (FUTURE) I _ �. GRASS CHANNEL- 5�� BMP- LANDSCAPE AND_ — — .0 SEEDING ELAN We I N OTHERS _------- -r Ili' i --\0'a SUPER ELEVATE CULDESAC �'� \p2p �TO DRAIN T0 THE WEST ' —(T� ' ��•+ -� ( ,\p22� — -� ------1024— 11 _ 11°5; / / \ STRAW ELAN, KET —_— v\v 70 z.a� v I �_ '''' ---. : /7 —v v 30 / / `v 1 AV A/�2- \\ // ,' �—�� V.\ / 6, , _ —H-II FIELD FIT TURETRAIL/ /- -._ j3 v16I ='4 BETWEEN EXIST1NGTREES — m (FUTURE) - j - o I / \ I ' I /10 /I — -FIELDf1T TURFTRAII4 BETWEEN EXISTING TF ES / \ / (FUTURE) I \\ // \ / 1 / II III I I I I I III III, \ 1 '2 I I ' \ p I III I / I \ 20' TRAIL EASEME �111IT II I I TO BE DRAFTED FIFT,ER I I I -- i EONSTRUCT10N 1 1 I I I I I I 1-/ / 1 I1III / / 1 50 25 0 25 50 \\ A, WOA. 1 m NI _ SCALE IN FEET \ \ \ (tp \ \ \ \ I \ \ \ — A A A\ \ \ FIELD F T TURF TRAIL- \ A. BETWEEN EXISTING TREES ✓ DRAWING NAME NO BY DATE 11 r REVISIONS 01/ i If. — \ie 79bl \ 626P �1:„,7 1 Y 6216' F` \ \ V c , 00, \ 9P y 01 6 64 0, \\ Fq vo� v 1I vvv,/� o�9G \9 424 0 '030.51 414 0� 1 o.46 Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 2 DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS DLS 03-11-2016 CITY REVISIONS (104 GRASS CHANNEL E // BMP- LANDSCAPE / AND SEEDING PLAN BY OTHERS STRAW BLANHE*_ / 63 1 I SILT FENCE i'DORRECTED PAD 110' i002 i 9� I 04 � \ i SOO SY i I , i. _ ----- I r SB9 _II_ �PR F7_—----$1--III 5 CUSTOM GRADE l II ., rn„nov k / / GRASS CHANNEL G / BMR-LANDSCAPE AND SEEDING PLAN BY OTHERS \ I 20' RAIL EASEMENT TO B DRAFTED AFTER a CONSTRUCTION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. CUSTOM GRADE SEPTIC MASS GRADE / \ 7 \ SUPER ELEVATE ROAD FROM STATION 42+50 TO 53+75, ROAD TO DRAIN TO THE; SOUTH AND EAST 69' SILT FENCE \I r 1 \ FILTRATON 1 \ BASIN #2 BOT 1010.0 / HWL 1012.3 \ DRY CREEK BED H / LANDSCAPING ANDS EDING 50�%/ 1 PLAN BY OTHERS-- �11 / ',PTA $ SB13 7 fPr® AREA \460 600--C GTOM GRADE _ _ (-2E SB11 _A GRASS CHANNEL I BMP- LANDSCAPE AND SEEDING PLAN Y OTHERS _ _ _ 1B12I 1 LZ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 19 irc N SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WETLAND 1 Ac. \ \ \ \ \ \ \ \ p8, A A v y \ 6. .\0 \ \ I \ \ \ Hs 1 \ \ \ \ I N. / / \ \( \ 62l \ �\ / I / v ] / ' '' \ ' / ) I / / / / // / / i / / ! // ugt (Df wel, ENKA MA WETLAND 5 REINFORCED EOF - SEE DETAIL 1.1 Ac. / / / / / / / / / BUFFER AVE\ / _,ADDED-1700 \SI \ "- o BUFFER MOVED-1D-1650 SFryt STA 26c00 TO ROAD -A \ \ PITCH -TRAIL _TO_RIGHT \ \ \ \ \ \ 7070 / i n °°2 �— --- L � 70/4- `\ CUSTOMGRADE` // 1016_ T I`7076. -7 —1022 — 1� 10; P-1024--_ <.0 1 _ /// ' _— 702 �o� I / // 1026 - I' \1'LL / A KALE _ _ �7i < ¢ ai // — 7028�--y oz 2 -.J0 —SF2nr�3hP ~ m OU CITY PROJECT NO. GRADING, DRAINAGE, AND EROSION MEDINA, MINNESOTA CONTROL PLAN DEERHILL PRESERVE PRDC \ \ H996—' \.pge i 1 I 1 I 1 v \ \ \ /0OO \ \ \ \ \7006 \ 7008„ \ 70j0 \ — 7p72, 1p14 — _7016_ — — —1018- - - 1020 ' -1022 — — —1024- - — -1026 FILE NO. 7282-010-200 4 26 DEERHILL PRESERVE 7282-010-200 FIELD FIT -SURF TRAIL BETWEEN EXISTING TREES - 20' TRAIL EASE€MENT TO BE DRAFTED AFTER CONSTRUCTION GRASS CHANNEL BMP- LANDSCAP AND SEEDING PIL/A BY OTHERS / I / I j , FIELD FIT TURF TRAIL 1 , BETWEEN EXISTING TREES / // / / / // // / / / / / / / / , / / / / / 1 / / / / / I / I / / / / / I I / / 1 I 1 I I 1 1 / 1 I / I I l I /, I I 1 I I I 11 / 1 / / 1 1 1 1 1 I l l I I I / / l I I l/ I l / l I 1 1 1/ I I I I I l 1 1 I I I I l I I / 1 I I I I l I I / I / I I I I I I I 1 I 1 \ / I I I \1 \ / 1 I I • I I I I I' I II I I I I I 1 I 1 / 1 I / I / / / / i / 4 I I / I / / • / I / / / / / / / / / / / I I / 1 I / \ 1 / I 1 / I \ 1/ ' I I \ I I I I I I \ I I I I I I I I 1 I I I I / NORTH / /� / / • / I 50 25 / // / / / // / I I I I 50 SCALE IN FEET / / / / DRAWING NAME NO. BY DATE Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 I I /\ I I I /I F;10 CUSTC)M GRADE I I II I I- -+ + I_ I- I REVISIONS 1 DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS 2 DLS 03-11-2016 CITY REVISIONS / GRASS CHANNEL E // BMP-LANDSCAPE AND SEEDING PLAN /BY OTHERS _ \ 3 c3''D , (146:8 --(9/sot) _ - £9E0(UB OM — —-s7-9ant4l 0.91701) JO ETLAND 0.1 Ac. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STR CTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 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F / — ��� Rio (�� / -6' 10 TA ��o ��m 1 / 1�2 PR" CRY .5r 1 / \V A / V ''1` �55C I / A 0 I �F{EA 11 ��\\ 1 / I \V A v SB28 \` �' $ I v ��q 10 \ m ;-I., Pr, „--' m w�' wo F 15 J 03 O1 �' \� >. USTOMGRADE A v S\, .::'' w, I 1 rY cv8. 213 - • 21�. �I 1 wo 26+ 0 1 68 0l I I 058__---_ 1/ o \ 5�24 - v , 1 SB21 \ "' groy I{ _ -- � _J • �`v N-�_ _ — — __--- SB22 _- -__ SB23 1 n s.1 �;� _ °� v � \ 561P-5 , , //Ia �.Ac-. \ /�CY�YY J �\ -25 '\ SCALE IN FEET\ ,\ \ 1 t \\ \ \ \ 1 I 1 A I IL --- -- 562 A�2EA \ f05 ,e I \ /��., , - _ _ _ _ I \ -I c / , / � J, DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, IEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CON I DRAWNDSG BY 2 M I N N E SOTA 6 ,' 26 CHECKED BY a �, ."." ` .C,,, y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 P`P's2 DLS Daniel L Schmidt, P.E. Date:. 02/08/2016 Lic. No. 26147 DATE 05/01/15 DEERHILL PRESERVE 728 DRAWING NAME NO Base SGF 1 DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 2 \ \ X i�-12 \\ y v A AV A �7A'2g V /TA�v A A v v .F �C v� iORiM --102; \ \ �C 5 ,8... DRY \ MASS GRADE �B\ ml 13I o4 \ v.112” vv v \ \ \\ - \ N \ \ \� v vv BY DATE REVISIONS ( '� D517 -1. -1<TF, A ,. 5 56 4419r \ \\ 1 \ �\ I �\ \ \ �\ \ I 1\ I I I I 1 \ I V I A 1 1 1 1 1 1 \ 50 2S I 10 \ 2 I I501 1 1Q0 ISC\4LE II rEET I 1. II II / I I I 1 I I I I I \ II l 1 1 I 1 I I 11 111 I II 1 I 1 O N iV t0 0o O o,;I-. ro O cJ , M n n n d' d- ,1- d' d' Ln do o o o o o o o O O o o o 1 I I l l I �I '1 �1 / I 1 I I \ / I 1 j I I I I I \ I \ I \ -_A0� 0•20 -4-4,T, - ' \C 0 / \� / / v / A. � /`, �'/ /F23- �Y,,e __s. A V v, s � MASS GRAD _ / / �'CYy; V1, v 221 ��/ A V A �'� _ - _ h -J � --- / / ir- / f — I 1 t---�-- — A - -GRASS CHANNEL — BMP-LANDSCAPE AND SEEDING I PLAN BY OTHERS F15 CUSTOM GRADE ---- i� 562 P • IMARY OUTLOT K DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS DLS 03-11-2016 CITY REVISIONS 4000 `GAT 3i1BER BLANKET GRASS CHANNEL C BMP- LANDSCAPE AND SEEDING PLAN BY OTHERS ETLAND EX. HWL-1055.2 F18 CUSTOM GRADE / / ALTERNATE 52 ccLI \ _ \ \ 7O7k \ \\ \ \ \ USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. _PER ELEVATE CULDESAC TO DRAIN\TO THE NORTH `. L �— / 7dAdd J/ F24 FA 31 � "os / /// // / I / 218 AREA / '��NG GRASS CHANNEL F28 hoo.2 I I/ ANDSEDISCAPE cusroM GRADE PLAN BY OTHERS 1.2' ICI �- �U v�,OT L, of �I i \ \ I i , (1048.21 1 a1 0 q� a moo., M}} 104730 � 1� �*I% �ot.\.‘ V\_ _ yR-y3 t\� AUF -705� v4Y' ' _ - \ \ RNATP;"45 343,.P/- \ F 2 J 249" 54gP / �� _ � �544 CUSTOM GRADE �- 1 A V A /� / \. v ZiRASS CHANNEL 3�F v ` v� BMP—LAN_DSCAPE_-- / __ / AND SEEDING / �' / \ PLAN BY OTHERS / / �T� / \ / CUSTOM GRADE WEtioncl 92 \ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date:. 02/08/2016 Lic. No. 26147 0ER5 s SATHRE—BERGQUIST, INC. m c'PF A FtASS CHA E� mop -LANDSCAPE` AND SEEDING I AN RV [1THFRS �2 P �P 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA CUSTOM GRADE '-- i GRADING, DRAINAGE, AND EROSION CONTROL PLAN DEERHILL PRESERVE PRDC 1 FILE NO. 7282-010-200 7 26 w o_ 0 / ,-020 /, oav/ / `� \. �y `\ `\ \� v — '/ / v �- - s MASS GRADE i - - \ \ \ 2. N. N. \ Nv \ 1 \ `70 \ N \ \ \ 2 \ N. \ \ \ \ N. N. \ \ \ \ `\ `\ 70 \ \ N. \ --__ \ \ \ \ —\ \ \ \ . \ \ . \ 1 � \ \ \ \ \ 1 \ \ 1 \ \ \ \ N. \ \ \ \ -.. \V I `N `\ �v �„ N. A %p N, \ I I / \ 1 \1\ \\ \\ O8` �1 \ 1 I / V A 11 A A V 1V 1 \ \ 1 \ \ \ \ \ III II ` N. N. \\1 \\ `\\1� ��\ \ \ \ \_ � / 1 \ \ \ \ \ 1 \ / N. 1 V AA AVM / / /"V 11 11,E �1 1\ 1\ N. V wv . // 1 ,1 1 N. N. . 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PONDS AND INFILTRATION BASINS DLS 03-11-2016 CITY REVISIONS q %, // \ ) --_/ / /�� \ \ Tv L f \\\ \ F24 5 \ CUSTOM GRADE `a \9 L9� v v ‘ a v �v V A A �n \ \V A /. \m73j��2\ // v <1 o�/\231� \ N.)„A AVAA\ V / 1 '--�A A A V A \'p/V v A�>0V°:�V /V 3v \N. \ aX /27 \`- �bv' �o, 1 A 1 o A ,/i / /AA \ `v -7035 . ass/ y. \ � \ o u` \ \-/ / �\ \ \, \\ \ 1 \l \//\/ \ \\ 1 25CUSTOM E 4- p \\\\ \�/A//ri A V v ��'----- �� \ 7/-_-_- .91 /�/ vv vv vv N. �o/i J�- ' v v v----./-v / �/ V /56Z: \ v v /•.� V A ya V A A 28_-- //// m v v v / �V v vv vv / / / ,/ / `-- / \ o\,vv Av / / / \ v�3\0 4 \l ,26_,� %/ /, ` \702�/ // \\V \// - -70 /- -T26 N. \ BMP-LANDSCAPE_ _ \ AND SEEDING \- - ' N. PLAN BY OTHERS / �� / \,mac � �� A V / /' j�- ^� ,.. \ / rFq G --\�-- - _ s¢aP / /\ l � ; � \ \_— \\ ^6� - �� GRAS,S'CHANiyIEL \ k `,`;\ppE \D SEEDNG \ ; . ' — . PLAN BY OTHERS „ \ O 1 L T (99 .2) REOB _ \6 ,� o 28ROCK ENTRA HE- 7777 CONOyRETE RM �WAOUT \ `\ 1018/ L : 1 CUSTOM -GRADE - �- /„_' \ / \ \ - / L' \ `\ 35 / / \ V 1 ' A N . ' / / - 1\ 1 V / /77 i N,A A // / i' V N, v/ 074 v v/'i/q - � / i / / , _F21 1 - \0 4/. r ' CUSTOM GRADE" 0 6 236\ / -' \ � '/ _ 16' \- / G DEFR HII -L Rll � b N y \ \ -2966 \ I USE INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 1 . `1 -� 1 Nv / i 241 - liKA MAT 996 . A `V A AN / c cP sF0Es REINFORCED----- \ 1 , EOF-SEE�DETAIL �V A � N. �U'� -' 9 � �i'� 1 \ SUPER ELEVATE ROAD ,40 GRASS CHANNEL A FROM STATION 4+30 TO " ��� T '- LANDSCAPE ANDSEE11 +00. ROAD TO DRAIN ' TO THE NORTH DING PLAN \BY (1000) Li 1i_ i_10_i i� i �1 96) I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 s 50 251. 0 25 50 'SCALE IN FEET 1042 - - __ / -` / CUSTOM GRADE \ 1 - - -GRASS CHANNEL _BMP- LANDSCAPE - k \ \\,_;\ 1, 1 � \ (1011.7 i II_4243, 1 � }}.Ir 100�7IS o I or of t I i1oo4fie 7p0N.x� /47 / 100 N SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 �...L � ,4+00 TO END �� -- � I 1- -ftCLD F1-T -TURF-TRAIT `- 1u1�_BETWEEN EXISTING 1072 �� /69 -532.P 1008 _ (FUTURE ...��� ,... _ -1002 ---- __ STA 0+00 TO 4+001 - - - 7 / - - - PITCH TRAIL TDRIGHT -- y --�� �A FID Ar. //a' 1A141 WETLAND AI_ ENKA MAT - - -Estimated Seasonal Ground REINFORCED_ - _ EOF= SEE oETAIL Water level 982.5 - - (Ground Elev. at Wetland) CITY PROJECT NO MINNESOTA GRADING, DRAINAGE, AND EROSION CONTROL PLAN DEERHILL PRESERVE PRDC 7282-010-200 26 RHILL PRESERVE 7 05/01/15 O v6 1 I 5 G I I 1 I I --11-- 1 1 I I I I I I I I I I I I I I I r= CONCRETE OMB NOTES: 0 A rn, Tw. or Qz Lo PA CONCRETE CURB ANDGUTTER DESIGN D. DESIGN S. DESIGN B4. DESIGN BS. DESIGN 03 7102J R R 4" SELECT TOPSOIL SOFNO 4" SELECT TOPSOIL BORROW 6. CROWN (0.02%MIN) rT MIN' III 41 A.., 12�: { ,._ 4 DITCH BDTTIX4 11/2". SPWEB24012 WEAR COURSE 2"-SPNW32305 BASE COURSE 10"{IASG 5 AGGREGATE BASE, 10035 OZUSHED LIMEROCK OR RECYCLED AGG.(MNOOT 313E) SUBGRADE STABILIZATION FABRIC-8 02./SY NONWOVEN COMPACTED AGGREGATE BASE AS CONDITONS REQUIRE n,xoe s"�s xs " LOW VOUME BITUMINOUS STREET R 9. 3030' @ 15 TO BACK 15'TO BAEK 04128 MOUNT-BLE CONCRETE CURB 6' CROWN (0.0256MIN) 1/4"/FOOT 1 4" PERFORATED DRAINTIIE DRAWEE IN FILTER SOD( BEDDED IN PEE ROCK 11/2"-SPWEB240B WEAR COURSE 2'- SPNW1220312 BASE COURSE SO' -CLASS 5 AGGREGATE BASE, 100%CRUSHED LIMEAOCK, OR RECYCLED AGG. (MNDOT 3138.) SUBGRADE STABILIZATION FABRIC-B 02./51 NON -WOVEN COMPACTED AGGREGATE BASE AS CONDITIONS REQUIRE LOW VOLUME BITUMINOUS STREET WITH CONCRETE CURB AHD GUTTER NOTE: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. 2. DRATNTILE SHALL BE INSTALLED BEHIND CURB AT LOW POINTS, SI IN EACH DIRECRON.DRAINTIIE TO BE INSTALED AS REQUIRED TO ADEQUATELY DRAIN ALL LOW AREAS. MEDINA DEER HILL ROAD ( z6x , LOW VOLUME RURAL AND URBAN STREET TYPICAL SECTION NATE NO. STR-05 !frI osTuosl-L- i��wM1u=x ,nelpv rN r V LB L.G 0 10""N7 18" CASE 1 SACK COLOR NOSE DETAIL SIGN FACE NO'E AIL SEE CASE FOR DIMENSIONS PLAN VIEWS sat Z, 14'9K SECTION A -A BO OR SECTION D-13 E,SE o y 1 u L EGRON E-E SECEICA NOTES', P'PICAL SLOPE ALONG GUTTER LNE JACH DIRECTION. CUTTER. IF REQUIRED. MARNSLE DEIG-T. SHAPE SAME AS MEDIAN OR CURB (JS PROVIDE SON POST EMBEDMENT ASSENBLY PER DETAIL STRT-18 IF THIS ARJ HAS ANY lY-- OF C. INSTALL - De K 30" (KEEP RIGHT) AND ¢11-I-E2, MARKER) SIGNS ON A SINGLE 7_ AL_ ELEND CONCRETE FIAT 'WORK SHALL BE PLACED ON A MIN. OF 42 OF CL 5 OR 7 AGGREGATE BASE. MEDIAN BULL NOSE DETAIL 300 150 0 150 300 600 SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 2 DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS DLS 03-11-2016 CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 ,sses z� u, r s N SATHRE-BERGQUIST, INC. m �I c -" NFRs P ` 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA FINAL STREET PLANS DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 13//' 26 DEERHILL PRESERVE 7282-010-200 05/01/15 OUTLOT N POND 5 NWL 980.0 HWL 981.6 .�, -,41c v WETLAND yFILL ENKA MAT REINFORCED EOF - SEE DETAIL CUSTOM GRADE SUPER ELEVATE ROAD FROM STATION 4+30 TO 11+00. ROAD TO DRAIN TO THE NORTH CUSTOM GRADE IA12I POND 4 NWL 987.0 HWL 989.6 ENKA MAT REINFORCED EOF - SEE DETAIL CROWN TRAIL 4+00 TO END 534Ft �fi 534 (1 FIELD FIT TURF TRAIL _ / BETWEEN EXISTING TREES (FUTURE) / STA 0+00 TO 4+00 PITCH TRAIL TRAIL TO RIGHT — ow - FILTRAT• ION BASIN 4 Wa BOT -986.0 HWL - 988.5 IA16I IA17I -9e9.o* _- - 9ss.019 — -- xaatFu IA14I WETLAND A Estimated Seasonal Ground Water level 982.5 (Ground Elev. at Wetland) 9.5 Ac. 1040 1030 1020 LVC:520.58' HIGH PT STA: 16+18.66 HIGH PT ELEV: 1043.55 PVISTAi13+58.37 PVI ELEV:1039.33 K:70.90 1 - mm LVC198.90' .2 U i 1040 1030 1020 LVC:129.75' ...- LOW PT STA: 7+90.83 LOW PT ELEV: 996.14 PVI STA:8+90.28 1.0* ',Li / 1010 1000 di g a Si j o- U mm PROPOSED FINISH GRADE -0.27% ..- LOW PT STA: 5+29.98 LOW PT ELEV: 990.15 PVI STA:5+84.09 PVI ELEV:989.99 K:40.00 F m ts m 2.97% tl PVI ELEV:999.10 w m K:40.00 / m / / __ / / i / / / / / / / 1010 1000 990 980 970 960 _ 8 — —� + � N �- EXISTING GRADE � Q it z = O LL w - Z U n n M m N N Q Q `Ic t i Oo ,_ o w w o o m m iii0 iii0 ce Q Q / / / — _, _ _ -- —��_� w jo cb 0 is 7 3 0 cc O U r —_----� — — — — — 990 980 970 960 m Cl-)umi O1 �� rn rnm tp _ § t° � � § rnm [h moo,, �. § sm N rn m L. ' rnm O N o O rn um W N m o� rn mm o m `- rn °'m � p r g g mm m m V �"? m mm R o rn 2 O m mrn N ^ O1 N g mm N n d' m m°' V o^ O m Mg N .- R m m mrn V i a � m morn' � m m [O m Rg tp N� El .7 mrn .- m � m grn h I ro o m V o m' O m oo m m _ W O^ m ` 87E.gl m •r � � o r E -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 NORTH 50 25 0 25 50 100 SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 2 DLS DLS 02-12-2016 03-11-2016 REV. PONDS AND INFILTRATION BASINS CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 SCR SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA FINAL STREET PLANS DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 14 26 DEERHILL PRESERVE 7282 10-200 //� /�V Op��`Y� / /��-1 ��V A 0�� / ���( / / / S \\ \ / / / / O / / / / 1 I \ n / / �10 L I l / / 'CO / � l 1 / , 1 1 ti 0 / / d / / / / \ V A A GJ / / (8f'90 J 4 �r I I / l 1 V �5D / / / / / \ 22 62 \ �'� 6 f / / / f g,0 c0 I 1 I I I \ / / A ,1� 1 R��' / y I l 6 � Q/ I I 0 A / 6' �P 5 \ // /' / \ / � P �� // // B. /l i � l �Q,,° ,, v / / (� / / V A �� ��' � / / // � 07 yO O� I I l ,�0� PR I l \ V l qP l // A V �10��`} \\ O ///// �G� I II 11 / OJG �A� / / / 1 1 / ��� .'k�j r1";1 074 OQO�pO / /, P ��, / \ \ \ / / GJ0 I I / / cQ cF .(� G� / / / \ \ \ \ / / I I / l I I / ` ��/e ` 9�O1� / / �� OF' A / / 1 / 1 1 �7- 7GJ / l p5 23 \V / / . �� / 1 1 / C, OQ� V // / �As� �,, o� \ 1 A � / / 6R�P�� Q a . / �'oV' ��� GJ� p,.C6R�PT6 \ \ \ A � // / P��: Sj�REP / / / / / / S2/O!Z� \ \ / / / I o N Oo O N m �� / I I / d , / 1 1 / <0 ti m / / ��� �� I / / D O O / F C� / s / / / A A / / I 1 / �/ / / / I / / / / / /-/ / v . `v ,/ / / I 1 / // / tit v /, 1 1 0 m -- I / / �' m � / `ti 0F�\)/J / / / L / hy� / l 1 —__ 1 1 6 / / // v / / I I l 1 l ,�F / / //./ / � A // / 1 1 I I / 9Q / //// ,)miry. v / _ — — — — — - - - _ _ 5��� \ / / / \ - - 0 / ,A / \ �o — \ / L - - / \ — V / NCO\ o`�o ------� I 1 1 / / / /�i ��s \ \\ n$ (9e. --- o. — NN /r..�/ \ , .e g / / / / B,�` ose o Q d u,. so�m . o _ _ o / c v 'O�0" R m / �� h �. ' // �� DEER HILL RD 1 - — v v / 4, �ti5 _� co.- m .0 h --� o =500 04 , , �s EER ,^' / / / / / - — — Hl�� s w �� -a— --- - - o - -At — + m � RD - ,' , /' v / ¢�P'' <2- pP / % / O / - / / /P <"J // //// �� \V I ��\V l 4i P��< / �/ / </ 0�0 / /� / o // / - --- � / / A <, / h°� I I __------ I /� 4. IX d� / YV'��•6 I I I r- ,, , v e0 , v < \ GJ.•1MARY�� / / /v\� SEPTIC hQ�' Q� ��.'• — I I ® °P� . ��///// SY ,, LVC:95.63' _.19 1070 e LVC:423.70' o HIGH PT STA: 21+86.46 HIGH PT ELEV: 1052.49 PVI STA:21+38.65 m PVI ELEV:1052.00 K:100.00 c0 N - 1070 �� .1 1060 -6 HIGH PT STA: 15+75.55 e- > > , w 1060 50 25 0 25 50 100 a y HIGH PT ELEV: 1040.90 il 0 o 1 S 0 1050 PVI STA:13+63.70 PVI ELEV:1036.72 n K:70.90 + �.. FtSCALE $ PROPOSED FINISH GRADE — e � -- _ _ — — _ 1050 IN FEET ki € m2 1.97% Fe 8? 0a go oy 1.- r2-' om 3w xaz °w xx �arc� g 3 __5 11V, w it ioa 1040 1030 1020 1010 / I / / >> m / \--EXISTING — — — — - / / / / / / GRADE e is m w 2 g m o ce z w U 1040 1030 1020 1010 y5 SI 1000 G of m mr o` in Pr' n -. oo r - NO' n co.N PE' ,- ` oo N tp ty ` o I- o N ` o0 w.`u3 0` M o0 m N� 0P <O 'oo N <q 00 gi O , M NN 'oo O 00 p G'tr 00 N 'o M .- p .._ 2 _. m -I.'S. M oa m M.`"?! o ,I M [O ao 00 L.'? O `oo � "' SI?-.! 'oo AIm. nSI 'oo m. 'o$ 17 of PR � V 00 M mr N 00 N OIL 0E O. 00 N Mh O 00 'Alr oa r --1 o0 R� 00 Ni PR C `Po'o M PR 1000 x x 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I EOas a�R --- FINAL STREET PLAN S DRAWN BY n' " w �� ..res. F� p SATHRE—BERGQUIST INC. �' DEERHILL PRESERVE �rj 26 DSG CHECKED BY o m m c'FRs 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m `�� „e M E D I NA, M I N N E SOTA P R D C DLS Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 DATE 05/01/15 DEERHILL PRESERVE 7282 10-200 y�'�d I--1 I --'I II _ _ l�J V A - J� °vMP ��c V A —-------- -- z �V �C M o I (szsm) E 94•011d9 o �' � w ---� ,9��'I v vv - P ,, a d� I �- - - w `I' �� �., P-i W C/� may] - I �'� / A , A\ E'ES01 di D V • �.� 1 00 L _ 2d�,6 °' I III ' \ H- WWWW d �� oz P o 1 s n oR=300.00 ; _ 0'6801 AD \ \ ,00. - I i \ /y_ V A\ w M W W a 1 oIm o i� b�0s ./ V o-._ CA /"� /j ° 10 \ \ \\ r_ O 1� - i cam. 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O 0052s) �7 1N ,O !�1 Fl 110`'sd 3 _ -ems O '�`O 6 r� D �ljy `�- GF 1064.0 TF 1064.3 H BF 705 3 I I I TF 1056 I I • x Lam' ---..o z 50 25 0 25 50 100 SCALE IN FEET LVQ78iO3' R? a LL 0 o - - �, 4K:37.00 low 1070 PROPOSED FINISH GRADE HIGH PT STA.. 29+69.69 HIGH PT ELEV: 1060.23 N PVI STA:29+68.10 N o PVI ELEV:1060.42 K:40.00 w n m ? o LVC:255.03' 7. HIGH PT STA: 35+77.05 u .HIGH PT ELEV: 1054.72 PVI STA:37+04.56 PVI ELEV:1053.53 m N WM 1070 1060 _ -0.94 —------- 1060 8� d s Koho ril ° m V a a �yLL .r, -2� 1E �`vu 1050 me 1030 1020 -- 1.021 _ -- — \-- 'EXISTING GRADE 1050 mac) 1030 1020 Spa yy'a W C< -- N� g mg 22 ,2 2, n N " n M N . .� M R o 2f1,5 C m v D N V. ma N r, G M a N, N VF 01 m g 26 °?? N 2 VF 26 m 22 2 V2 g m 26 Ma n s� M m N 2 m m tm 2 .2� a. O 2 m ma r N F2 V n o0 � m r n 00 m v N oc N M m n o0 tO a c � 00 n N m n 00 m o 26 i� ov 22 F2 r O^ 26 o` om m oo m m� my m m ` 00 M m 26 00 e m 28 0` m N 26 m °?o N m N 16 m m g ` 00 m c^ m m .a m M 00 m n M N m 02 r .2� O 6J 0 � r 02 o � M 00 � M 00 O v m m 22 ` "F N O n 2 O� m om o Va ono h Vo m o N h V v or m .� m 04 m m N 2 .22 n o? V. a _ - 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE U �Eas St,R� --- FINAL STREET PLANS DRAWN BY `' " w � ..res. F� p SATHRE-BERGQUIST INC. �' DEERHILL PRESERVE 1 6 26 DSG CHECKED BY o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 mqii m m ,� tiRP� s M E D I NA, M I N N E SOTA P R D C DLS Date: 02/08/2016 Lic. No. 26147 DATE 05/01/15 DEERHILL PRESERVE 7282 10-200 009-010-989L 3/\H3S38d 11IHN330 30V HialON s� i i i . 0��]J1 ' 0T Ql `TI'• 1WA a i '13 6s £Z8£ \\ 11Id dNdll3M \ 30V80 wolsno\ 1 J., \,— I 1 GF 1046.0 I II / / TF 1046.3 av o3�6.a I I 1 (1037.6) I I I 1�039 VI \ \ \\ 1I 1CMS 1\ I 11 � I 1 I11 II dqs a� Z �Ila3SNa d I I,, I 1 1 I ad d9. 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G I , , : r - m 0 o < F ���� \ \ e o r \ V A 0 F �� ���� v v v f j o . . . j I 1 l k R f a f l ����o ���� G F 1 p 5 �� a ����$ I I 0 0 1 0 9 0 1 0 8 0 L V C : 2 2 1 . 5 5 ' 1 0 9 0 1 0 8 0 L V C : 1 5 9 . 8 8 ' H I G H P T S T A : : 6 3 + 4 7 . 1 0 R ' i a y � o S k i � , g 1 0 7 0 1 0 6 0 3 , 2 E l H I G H P T S T A : 6 2 + 1 2 , 7 7 H I G H P T E L E V : 1 9 5 2 . 2 6 P V I S T A : 6 1 + 3 2 . 8 3 P V I E L E V : 1 0 4 9 . 9 7 K : 1 6 0 . 8 7 P E P R O P O S E D F I N I S H G R A D E H I G H P T E L E V : 1 0 5 4 . 4 7 P V I S T A : 6 3 + 4 3 . 4 1 P V I E L E V : 1 0 5 6 . 0 0 K : 4 0 . 0 0 w 4 1 f r n o o c w 0 1 0 7 0 1 0 6 0 E a L C L L i o � 6 2 o m y 3 N ~ x , z a , E W 1 0 5 0 1 0 4 0 1 0 3 0 i 8 8 6 % _ _ ' - i _ - O F I E L D A D J U S T G R A D E S T O A L L O W P R O P E R D R A I N A G E L a v i o ? w 0 a ' - - - - E X I S T I N G G R A D E 1 0 5 0 1 0 4 0 1 0 3 0 1 2 P I S p a y 5 1 0 2 0 n o g N Z n 8 0 0 $ v 8 c r r o ` F . g a r m o - . �� $ 0 0 m 0 , 0 v a 0 0 0 0 m o 0 N d < t M 0 ��0 V I v 4 . v 0 g y v 0 ' 0 M R . 0 N 0 ' N r y N v ' 1 0 2 0 w q 5 9 + 5 0 6 0 + 0 0 6 0 + 5 0 6 1 + 0 0 6 1 + 5 0 6 2 + 0 0 6 2 + 5 0 6 3 + 0 0 6 3 + 5 0 6 4 + 0 0 6 4 + 5 0 6 5 + 0 0 6 5 + 5 0 6 6 + 0 0 ' x D R A W I N G N A M E N O . B Y D A T E R E V I S I O N S U S E ( I N C L U D I N G C O P Y I N G , D I S T R I B U T I O N , A N D / O R C O N V E Y A N C E O F I N F O R M A T I O N ) O F T H I S P R O D U C T I S S T R I C T L Y P R O H I B I T E D W I T H O U T S A T H R E T H R I Z A T I O , I C O N E X P R E S S W R I T T E N A U T H O R I Z A T I O N . U S E W I T H O U T S A I D A U T H O R I Z A T I O N C O N S T I T U T E S A N I L L E G I T I M A T E U S E A N D S H A L L T H E R E B Y S A T H R E - B E R G Q U I S T , I N C . O F A L L R E S P O N S I B I L I T Y . S A T H R E - B E R G Q U I S T , I N C . R E S E R V E S T H E R I G H T T O H O L D A N Y I L L E G I T I M A T E U ��E a s 8 4 4 0 , - - - F I N A L S T R E E T P L A N S D R A W N B Y ��' " w �� . . r e s . F , , p S A T H R E - B E R G Q U I S T I N C . ��' D E E R H I L L P R E S E R V E 1 9 2 6 D S G C H E C K E D B Y o 1 5 0 S O U T H B R O A D W A Y W A Y Z A T A , M N . 5 5 3 9 1 ( 9 5 2 ) 4 7 6 - 6 0 0 0 m g i o m m , i O t i F R s P ` P ��? M E D I N A , M I N N E S O T A P R D C D L S D a n i e l L S c h m i d t , P . E . D a t e : 0 2 / 0 8 / 2 0 1 6 L i c . N o . 2 6 1 4 7 D A T E 0 5 / 0 1 / 1 5 D E E R H I L L P R E S E R V E 7 2 8 2 1 0 - 2 0 0 GF 1039.0 �•� 0A10 / 'y, / oos ./. / x '‘',...//v i/ \ i :72 /' 7. d -- 4// / .Ati � � /� . f//-Giy�G? / �AifUR C':-\ � ,.„\, A9 `v�'`° Y\ PLC" k P10g / \ \ \ I \ "1,yY\\\ \ i� P.)MPRY \\\\\\ \\ h sEPltc\ \ \ �o \ \ \ \ GF 1035.5 \ TV11035.8 _ \ \ BF 10278 �` \\\ \\ \ 4. � V A o >� o / / / // /// //....// �\ / C) G 50 25 0 25 50 100 SCALE IN FEET ° 4st 11 (oz6.os m of LVC:236.27' 1N LOW PT STA: 2+95.79 , LOW PTELEV: 1036.08 6 M PVI STA:2+14.68 a PVI FI FV.1035 03 1070 . 6 1060 a + e6 W. o w a M ryw PROPOSED FINISH GRADE m -_ � K:35.00 I mm w _ ___. -' _- — - — -- -- - -- -- - 0 — -- -3.33 ygl9 1050 1040 —__ - 1.06% '--- EXISTING GRADE O 0 D ,•? 0' h .O 2 0> 00 . N m 00 Om3 . 0 n O 0 -0--00 W. N N N 2 00- O 2 u7 0 000 a0 4 0000o0o O � m ° N M 0 N M� ` C 0og y a, o0 4. o 000a N 1030 1 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 PVIE: 1012.36 PROPOSED FINISH GRADE -1.00% LVC:46.46' LOW PT STA: 4+14.80 LOW PT ELEV: 1014.43 PVI STA:3+91.57 PVJFI FV-101466 K:36.00 23 'm EXISTING GRADE -2.29 % -2.00 % N N O O g 2 r O O vi O 6 co v p O o m v m p O o v N vN O O • ro 6 v • O m O O r N O 00 rn � Y O N O O "? Ot O 0 O O C r 0 0 O th N O m O r O < N p N (V O a 1050 1 1 1 1 040 030 020 010 000 70 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 1 2 DLS DLS 02-12-2016 03-11-2016 REV. PONDS AND INFILTRATION BASINS CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 2 147 a0R SATHRE-BERGQUIST, INC. 2� P 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA FINAL STREET PLANS DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 20 26 DEERHILL PRESERVE 7282-010-200 05/01/15 R ?S 990.2 2 (991:16) 1 - 00 99t.30) m (991.43 0.� 94.9)- ,26 (997.9) EOB 300' POWER POLE EX. GRADE 1010.0 PROP. GRADE 1011.5i- ADJUST GRADES AS NEEDED 12' Lane 2\Gravel Shldr (10911.7) (10044) EOB E01010.0 (1007.9 EOB EDGE OF BIT (10104) EOB EDGE GRAVEL SHOULDER (1012.5) EOB 180' (1014.1) (1015.3) (1016.4) EOB EOB f _ _<=� 'o sstss) o — — — 8 a N m TURN LANE �i? i o 0 o ,T y o N0. 201, PLAT 53) of w a y z TURN LANE DIMENSION PLAN z 50 25 0 25 50 100 SCALE IN FEET �. // // /� �I 2 -00 / /— /v /� ,' ' /� I l' I \ / IJ/ / / / ,i / ) I 1 \ / / // / // /� i / ) 1 \ �c I �w /r r•o r r (// Y��" v l ) \\ W (99 tx 7 3/ 0`0 00 \ o I --- how / 1 � 300' / 1,80' 1 01 —r< -- POWER PQLE I — EX GR E E .0 \ (997 30 I Z / PRiOP. GRADE p011.5i- �� / \ =0 I ADJUST GRADE�AS NEEDED � \ mw 9949)` t� '� 12 La. GE OF BITS' --- / m F LEO� $ 2'6ra IShI•�� , EDGE-68AVEL fria _ (9�-9Z Or�j� � ) '� � SHOULDE1i� I. ) 0 995 •B 99g : 100® tE06 1010 U (1007.9 �r 1 0 25� 0a .1) 015: 4.��_ o TURN „ ,LANE '� X 715 TAPE&S`fRIPE (991\03) (99t.43 (991 56) \ \ \ \ o \ \ I v v V v �v \ \ \ \ v \ v \ \ \ V v. � v / / / 1 016.41 E.B GRADING PLAN SEE GRADING PLAN FOR GRADING NOTES VARIES 4% 12' STREET CENTERLINE AS TRAVELED 12' 12' VARIES 2% TURN LANE 2% 4% EXISTING GROUND FINISHED GROUND MNDOT WEAR MNDOT BASE MNDOT 3138 CLASS 5 3" BITUMINOUS WEAR COURSE - MN/DOT MVWEB503513 (2360 SPECIFICATION) 3" BITUMINOUS BASE COURSE - MN/DOT MVNWB50356 (2360 SPECIFICATION) 12" CLASS 5 AGGREGATE BASE, MN/DOT 3138* 18" SELECT GRANULAR MATERIAL, MN/DOT 3149.213* GEOFABRIC, MN/DOT TYPE V, MIRAFI 500X APPROVED SUBGRADE 3:1 RIGHT OF WAY LINE STREET NOTES 1. STRIPPNG AND SIGNAGE SHALL BE INSTALLED PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF ROAD IMPROVEMENTS. 2. CONTRACTOR MUST NOTIFY HENNEPIN COUNTY AT LEAST 72 HOURS PRIOR TO HOMESTEAD TRAIL IMPROVEMENTS. NOTE TO CONTRACTOR NOTIFY RESIDENTS ALONG THE LENGTH OF HOMESTEAD TRAIL IMPROVEMENTS 72 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE ACCESS AT ALL TIMES. PAVEMENT SECTION NOTES 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION" AND ALSO THE REQUIREMENTS OF THE OWNERS SOIL ENGINEER. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MNDOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING EDGES. 4. RECYCLED BITUMINOUS WEAR COURSE MIX WILL NOT BE ALLOWED. DRAWING NAME Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 NO 1 2 BY DLS DLS DATE 02-12-2016 03-11-2016 REVISIONS REV. PONDS AND INFILTRATION BASINS CITY REVISIONS — — USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 CITY PROJECT NO. 1 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M E D I NA, MINNESOTA PAP TURN LANE PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 21 26 DEERHILL PRESERVE 7282-010-200 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 100 50 0 50 100 200 SCALE IN FEET Structure Table Strudu re Name Type Rim Build Invert Casting OS A4 Outlet Structure 982.9 4.9 978.0 Grate A6 Storm Irg4 nho le 983.9 3.9 980.1 154.2 A7 Storm Irg4 nho le 1009.6 114 998.2 1542 A8 Storm Irg4 nho le 101.8.8 5.3 1013.5 1512 A9 CB Ntannole 1037.3 113 1026.0 4232 A10 CB Atnnole 1034.3 5.8 1028.5 4232 Al2 Storm At nho le 991.6 4.2 987.4 1649 OS A15 Outlet Structure 987.1 7.0 980.1 Grate OS B9 Outlet Structure 101415 3.0 1007.5 Grate OS B15 Outlet Structure 101.1.0 7.0 1004.0 Grate OS B17 Outlet Structure 1054.1 7.1 1047.0 Grate C2 CB Irg4 nhole 1008.9 9.6 999.3 4232 C3 Storm Irg4 nho le 999.4 4.1 995.3 154) C7 CB Irg4 nhole 1005.7 4.1 113016 4232 OS C10 Outlet Structure 996.0 7.0 969.0 Grate FES TABLE Structure Name TYPE RIPRAP Al 21" FES 11 C.Y. A2 21" FES 11 C.Y. A3 18" FES 10 C.Y. A5 21" FES 11 C.Y. All 18" FES 10 C.Y. A13 18" FES 10 C.Y. A14 18" FES 10 C.Y. A16 15" FES 9 C.Y. A17 15" FES 9 C.Y. Bl 12" FES 8 C.Y. B2 12" FES 8 C.Y. B3 12" FES 8 C.Y. B4 12" FES 8 C.Y. B5 12" FES 8 C.T. B6 12" FES 8 C.Y. B7 21" FES 11 C.Y. B8 21" FES 11 C.Y. B70 15" FES 9 C.Y. B11 15" FES 9 C.Y. B12 15" FES 9 C.Y. B13 12" FES 8 C.Y. B14 12" FES 8 C.Y. B16 18" FES 10 C.Y. Cl 18" FES 10 C.T. C4 21" FES 11 C.Y. C8 18" FES 10 C.Y. C9 18" FES 10 C.Y. Cll 15" FES 9 C.Y. Total 264 Total C.Y. ro 3n DIAMETER AT PIPE AND SLOPE GROUT TOWARD Pr... OFFSET TIERTIMPORTION OFCONE IS NAH Rx COVER, OR EQ12.10/. ADILLATICIAT RINGS WMT FULL BED OF MORTAR BETWEEN EACH. wvim NORMA N MM. LEXTR Enxw IGH UE`v` MONLIF.P.E. RECOMMENDATIONS. ALLIOINTSINNANHOLETO HAVE. RING RUBBER GASKETS. STORM SEWER MANHOLE ST0-01.1 eRAPR[plmExaRS P. <ax°E"aDmcvu.D �simRomie avzeoDMs.> KETREQUIRSD UNDER AYERS EQUAL x 1n3�COR RIPRAP AT OUTLETS Sro-09 2,6IKETIVAT CANT /DC DIA. HOLE IN ENFREWALL reE�' OPENING SEE STOGY DESIGN SEE >or RCP ROMPER GRATE OPENING SEE BCYMSS 3 mxaErel GROOTWINSWALLSOINTS VERTICAL ) I omrr SKIMMER STRUCTURE WITH CONCRETE BAHLE WALL STDd6 PONDBOTTOM TYPICAL BENCH DET. SEE CITY PLATE NSTO-15 0.STO-1.055PECIFIC ROMPER STRUMS. DETAILS. TYPICAL BENCH DETAIL MEDINA STD-17 SECTION PROFILE SEE ENKA MAT SOLUTIONS TECHNICAL INSTALLATION SPECIFICATIONS THAI ARE AVAILABLE IN THE BLACKSTONE RIDGE SPECIFICATIONS BOOK. '41'.'ArRIOR"70'ENIZATMIAL.1101.1..E S. IAIJST BE SHAPED TO D.IGN SPECIFICATIONS AND THEN DRESSED BE FREE OF SOIL CLODS CLUMPS. ROCKS. OR VEHICLE IMPRINTS OF AMY 4.11FICANT SIZE IMAT WOULD PREVENT TiE ENKAANT LTNO FLUSH TO THE AND INTERMEDIATE CHECK SLOTS ARE SPACED AT APPROXIMATELY 2S. !MERV. OVERRUN, MATS ARE TO OVERLAP ADJACENT M. BY .37-17; TIE SPUCE IAATS SHALL BE 2.-3. IN THE DIRECTION OF THE EMERGENCY OVERFLOW. ENKAMAT EMERGENCY OVERFLOW DETAIL .KTATE......__5MI n„51 /I DRAWING NAME Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 NO 2 BY DLS DLS DATE REVISIONS 02-12-2016 REV. PONDS AND INFILTRATION BASINS 03-11-2016 CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 µS aUR SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO MEDINA, I MINNESOTA FINAL STORM SEWER PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 22 26 DEERHILL PRESERVE 7282 10-200 V vvvv v \ \ \ \ \ // \ \ \\ \ / // \ \ \ 1000 1000 990 OS A4 1 TC: 982.9 BLD: 4.9' DIA: 48.0" FES A3 " 18" APRON 10 CY CL.3 990 980 970 960 m m Z RIP -RAP 27.6'-18"RCP CL.5 @ 1.81% m 2 980 970 960 950 950 -0+50 0+00 1+00 OUTLET STRUCTURE-A4 - POND 5 TOP BACK-983.0 1, TOP HWL-982.8 -982.0NT 982.0 TOP OF WIER-981.0 NWL-980.0 ..„.w a 3 "- 18"-RCP-978.5 m 1.5'x 5' INLET INV 977.0 Q- < 0.50' I-~ BOTTOM-976.0 I 4.0' TOP WEIR-981.0 NWL-980.0 18'-RCP OUTLET 1.5' x 5' INLET "rE,, ' ' INV-977.0 0.50' 1050 1050 CBMH A9 TC:1037.3 'CBMH A70" 1034.3 -_- BLD: 11.3'� i A: TOR MTC: FUTURE 1 1040 BLD:5.8' DIA: 48.0" - - ----- 1040 1030 1030 - 104.7'-18"RCP CL.5 @ 2.24% m A \ MH A8 TC: 1018.8 BLD: 5.3' DIA: 48.0" 1020 - z S Soon - z z z 3 226.2'-18"RCP CL.5 @ 6.44% �- , MH A7 TC:1009.61 BLD: 11.4' DIA: 48.0" 1020 1010 1000 ro a :°ma D CO hl D 0) V iv- Ec?.? ni ?? Oa --- - - co 234.9'-18"RCP CL5@6.51% bo - \ 1010 1000 FES A5 2 RI MH A6 TC: 983.9 BLD' 3 9' 21" APRON 11 CY CL.3 RIP -RAP 990 rn m DIA: 48.0" AO 980 970 z_ z_ 233.1'-18"RCP CL.5 @ 7.46% 17.1'-27"RCP CL.5 @ 0.29% FA 00 ° z? .N , ' ° o � ° z N 980 970 960 960 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 50 25 0 25 50 100 SCALE IN FEET 1000 ` 1000 FES Al FES A2 21"APRON 21"APRON 990 1 11 CY CL.3 11 CY CL.3 990 RIP -RAP RIP -RAP 980 - - 980 142.3'-21 "RCP CL.5 @ 0.56% M of FIELD VERIFY EXISTING . 970 GRADE AT INVERT BEFORE m 970 z - INSTALLATION Z N N 960 960 0+00 1+00 2+00 -0+50 DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 1 2 DLS DLS 02-12-2016 03-11-2016 REV. PONDS AND INFILTRATION BASINS CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 CITY PROJECT NO. SGR SATHRE-BERGQUIST INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M E D I NA, 4'�� MINNESOTA P,P FINAL STORM SEWER PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 23 26 DEERHILL PRESERVE 7282 10-200 ER ELEVATE ROAD vl STATION 4+30 TO I 3 pa ROAD TO DRAIN THE NORTH D A- y0 -- lA1zl 1010 1010 1000 FES A11 18" APRON 10 CY CL.3 RIP -RAP SWMH Al2 TC:991.6 BLD: 4.2' DIA: 48.0" 'FES A13 21"APRON 11 CY CL.3 1000 RIP -RAP 990 9 990 980 n > z c 80:1'-18"RCP CL.5@0.21% " rn� 2Z - Nro 218.6'-21"RCP CL.5@0.15% n980 a Z 'y 970 970 -0+50 0+00 1+00 2+00 3+00 s 0 NWL 987.0 HWL 989.6 \ ENKA MAT REINFORCED 1 EOF - SEE DETAIL 1A161 IA171 1A151 BASIN 4 BOT -986.0 HWL - 988.5 9e3.0-x- - - x-98970 x- - TOffi,X007" 1A14' I WETLAND A Estimated Seasonal Ground Water level 982.5 Alignment - (SGF Storm) - (29) 1000 990 980 970 OS A15 TC: 987.1 BLD: 7.0' DIA: 48" - 1000 FES A14 18" APRON 10 CY CL.3 RIP -RAP 50.1'-18"RCP L.5 @ 1.00 -0+50 0 0 990 980 s, 970 1+00 1000 1000 r FES A16 15" APRON l 9 CY CL.3 RIP -RAP r FES A17 ` 15" APRON 9 CY CL.3 990 980 970 o r z - N l RIP -RAP 31.7'-15"RCP CL.5 @ 3.16 c 8. z 990 980 970 960 960 -0+50 0+00 1+00 OUTLET STRUCTURE -Al5-POND 4 TOP FRONT -889.0 TOP OF WIER-988.0 NWL-987.0 1.5' x 5' INLET INV 984.0 TOP BACK-990.0 HWL-989.7 RCP-984.0 4" DRAINTILE 0.50INV 984.0 BOTTOM-983.0 TOP WEIR-988.0 NWL-987.0 0.50 18"-RCP OUTLET .5' x 5' INLET INV-984.0 NORTH 50 25 0 25 50 100 SCALE IN FEET wetIoncl / 31 J BERM x 9530x _0+-00 (INFINITY) WETLAND OUTLET ELEV-1051.0 WFTT ANTI FNHANCFMFNT (O 3 AC1 WETLAND OUTLET TO DRY CREEK - B17 TOP BACK-1053.5 H WL-1052.7 TOP FRONT -1052.5 TOP OF WIER-1052.8 NWL-1051.0 1 5' x 5' INLET 18"-RCP-1050,8 INV 1048.0 'l/�"..,�......." 1.0' 0.50' 1- 7 BOTTOM-1047.0 TOP WEIR-1052.8 NWL-1051.0 18"-RCP OUTLET 1.5' x 5' INLET INV-1048.0 DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 1 2 DLS DLS 02-12-2016 03-11-2016 REV. PONDS AND INFILTRATION BASINS CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 CITY PROJECT NO. SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M E D I NA, � MINNESOTA PAP FINAL STORM SEWER PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 24 26 DEERHILL PRESERVE 7282 10-200 I I I I I (q9 00 I I bI) I I �y) 41 B1 w H FUTURE MEDIAN 9 0' TRAIL EASEMENT BE DRAFTED AFTER CONSTRUCTION R=50' r3/, / / / / / / °‘A 03 z 'off 1040 1040 FES B1 12" APRON 8 CY CL.3 RIP -RAP ( FES B2 12" APRON 8 CY CL.3 RIP -RAP 1030 1020 1010 S _.. Z ZNI _________ 48.0'-12"RCP CL.5 @ 1.04% _. 8 o Z � 1030 1020 1010 1000 1000 -0+50 0+00 9+00 1040 1030 1020 1010 -0+50 0+00 FES B5 12" APRON 8 CY CL.3 RIP -RAP N FES B6 12" APRON 8 CY CL.3 RIP -RAP 1040 1030 27.6'-12"RCP CL.5 @ 5.44% 1020 N 1010 1+00 NORTH 25 0 25 50 100 SCALE IN FEET `' CORATIVE DITCH N � ♦/y° SING BY OTHERS -''.� �o,n----�� - B7 '9) 1030 1030 ( FES B/ 21"APRON 10 CY CL.3 RIP -RAP , FES BS 21"APRON 10 CY CL.3 RIP -RAP 1020 1020 27.0'-21 "RCP 1010 o CL.5 @ 5.86% n 1090 _ a z z 1000 1000 990 990 0+00 1+00 -0+50 FILTRATON BASIN #2 BOT 1010.0 HWL 1012.3 , IOS BSI 113121 18141 __-- / f NWL 1008.0 HWL 1010.5 �. 103 8 (51 16161 ENKA MAWETLAND 5 REINFORCEp EOF - SEE DETAIL 1.1 Ac: 1030 1030 1020 FES B12 15" APRON 9 CY CL.3 RIP -RAP FES B11 15" APRON g CY CL.3 1020 1010 1000 990 0 a ? z RIP -RAP 28.0'-15"RCP CL.5@3.57 o co o > 1010 1000 990 -0+50 0+00 1+00 INFILTRATION BASIN #2 OS B9 TOP FRONT -1010.5.0 BOTTOM-1007.5 TOP BACK-1011.5. HWL-1010.8 4" DRAINTILE INV 1008.5 21"-RCP-1008:5 21"-RCP OUTLET 1030 1030 FES B14 12" APRON 8 CY CL-3 RIP -RAP FES B13 12" APRON 1020 8 CY CL.3 RIP -RAP 1020 1010 1000 c z - 27.8'-12"RCP CL.5 @ 3.59% 0 M ? (V 1010 1000 990 990 -0+50 0+00 1+00 OUTLET STRUCTURE - B15 -POND 2 TOP FRONT --1010.0 TOP OF WIER-1009.0 NWL-1008.0 1.5' x 5' INLET INV 1005.0 TOP WEIR-1009.0 NWL-1008.0 BOTTOM-1004.0 111.1=1 4.0 1.5' x 5' INLET }MA" NV-1005.0 TOP BACK-1011.0 WL-1010.7 18"-RCP-1007.5 4" DRAINTILE INV 1007.5 18"-RCP OUTLET 1030 1030 FES B10 1 1020 15" APRON 1020 9 CY CL.3 RIP -RAP 1010 1010 92.6'-15"RCP CL.5 @ 0.54% 0 1000 1000 0 > ? z 990 990 0+00 1+00 1+50 -0+50 1030 1030 FES B16 1020 'OS OS B151 APRONI 1020 TC: 1011.0 �18' 10 CY CL.3J BLD: 7.0' J RIP -RAP 4 DIA: 48.0" 1010 1010 88.9'-18"RCP CL.5 @ 0.56% ot 1000 S o 1000 z Z 990 990 980 980 0+00 1+00 1+50 -0+50 DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 1 2 DLS DLS 02-12-2016 03-11-2016 REV. PONDS AND INFILTRATION BASINS CITY REVISIONS - USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 CITY PROJECT NO. SU,pL SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 M E D I NA, � MINNESOTA PAP FINAL STORM SEWER PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 25 26 DEERHILL PRESERVE 7282 10-200 -SAC ST 2t2 z2 a3� DRAWING NAME NO. BY DATE MASS GRADE Fl MASS GRADE / I I FILTRATON I BASIN #1 I BOT 992.0 I HWL 995.3 I I I I IFOREBAY I I I POND 1 NWL 993.0 / HWL 995.3 0 / Ci DECORATIVE BRIDGE ranccm, PY nTUFac 1020 1020 FES C1 18" APRON �11I MH C2 11 1RP-RAP0 CY 3J TBLD:96'' 1010 DIA: aa.o° 1010 MH C3 TC: 999.4 -- "" --- -- --� --__ BLD: 4.1' DIA: 48.0" ' FES C4 21"APRON --- o 65.2'-18"RCP 11 CY CL.3 RIP -RAP 1000 CL.5 @ 7.20% - 1000 o _ - --- 209.6'-18"RCP _--- z o rn CL.5 @ 2.77% > 150.6'-21"RCP 990 z z z o CL.5 @ 1.49% 990 -°'g 0_ w vi N ,ri DCO mm w zz rn 980 m' z 980 970 970 0+00 1+00 2+00 3+00 4+00 4+50 -0+50 REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 2 DLS DLS 02-12-2016 REV. PONDS AND INFILTRATION BASINS 03-11-2016 CITY REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. if Daniel L Schmidt, P.E. Date: 02/08/2016 Lic. No. 26147 WETLAN 7655 SQ o„ s ` w NORTH 50 25 0 25 50 1010 1010 FES C9 18" APRON 10 CY CL.3 RIP -RAP FES C8 18" APRON 10 CY CL.3 RIP -RAP 1000 990 980 25 CL. rn z 8'-18"R @-1. P 4% 0 m z 1000 990 980 970 970 -0+50 0+00 1+00 100 SCALE IN FEET 1010 1010 OS C10 1 �DIIA: 5" APRON 19 1000 8.0"J CY CL.3 1000 RIP -RAP 990 - 990 75.0'-15"RCP CL.5 @ 0.67 % 0 980 . 980 Z - z 970 970 0+00 1+00 1+50 -0+50 1 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA OUTLET STRUCTURE - C10-POND 1 TOP FRONT s. -995.0 TOP OF WIER-994.0 NWL-993.0 1..5' x 5' INLET INV 990.0 TOP BACK-996.0 HWL-995.3 15"-RCP-990.0 4" DRAINTILE 0.50' INV 990.0 BOTTOM-989.0 TOP WEIR-994.0 NWL-993.0 5"-RCP OUTLET 1.5' x 5' INLET INV-990.0 FINAL STORM SEWER PLAN DEERHILL PRESERVE PRDC FILE NO. 7282-010-200 26 26 DEERHILL PRESERVE 7282 10-200 Exhibit Deerhill 1. Preserve Final Stewardship Land Plan `` ..... -- i / Site Boundary \ '' -. '// Reserve Restoration Area Road and ROW �j Impacted Wetland X X x X. x x -, \ \ •, '` 1 CRP Nursery Plantings x x If-��� — — - Wetland Boundary i, a:1, Stormwater Management Area �� V • •„... Wetland Buffer 4;4 .• • i Dry Creek Bed•�i • 4. Private Lot Line --- Proposed Trail 4. * 1#4 f OUTLOT F / �.ft% / e 41 0 4 41 f,. tI 0 ," i a k \ J �_�= I_� j1 .--:•.-- l'_J:, ^ / �-t.--..., i ...._ 1 ; �-� - I ; :/ it :I � I \';, , --I 1\', L. J ' Data Sources: - Sathre-Bergquist, Inc. AES Job Number: 14-1069 Filename: Deerhill Preserve Final LSP_2016-03-10 Date: 03/10/2016 / '"/ (;;<-� a --- /; ;: % - �i �^rilir li 1 i �"VrLJra APPLIED ECOLOGICAL SERVICES ) •:' 21938 Mushtown Road Prior Lake, MN 55372 --- i;% * 952-447-1919 www.appliedeco.com N ::1 `� -'��>, 0 200 400 800 Feet `'� 7 - i I BOTANICAL NAME COMMON NAME ORIGIN TREES BOTANICAL NAME COMMON NAME ORIGIN Plot Scale: 1:6.7869 John, C:AUsers\John\ Desktop \JI.LA\HartHowertonProjects\15-041-DeerHillReserve\JLDrawings\CAD \15-041-DHR-I- 2.dwg , Page Setup: ACER RUBRUM ACER SACCHARUM ALNU S I NCANA AMELANCHIER X. G. "AUTUMN BRI LLIANCE" CELTIS OCCIDENTALIS JUGLANSNIGRA LARIX LARICINA MALU S "HON EYCRI SP DWARF" MALUS "JEWELCOLE" MALU S "SPRING SNOW OSTRYA VI RGI NI ANA PICEA GLAUCA "DENSATA" PINUS PONDEROSA PINUS RESI NOSA PILAUS STROBUS PILAUS SYLVESTRI S POPU LU S GRAN DI DENTATA POPULUSTREMULOID'ES PRUNUS AMERICANA PRUNUS PENSYLVAN I CA QUERCUS BICOLOR QUERCUSMACROCARPA QUERCUSRUBRA TILIAA. "MCKSENTRY" TILIAAMERICANA ULMUSAMERICANA "PRINCETON" VIBURNUM PRUNIFOLIUM SH RUBS -EVERGREEN JUNIPERUS C. "MONLEP" JUNIPERUS COMMUNIS JUNIPERUS S. "ARCADIA" JUNIPERUS VIRGINIANA SHRUBS -DECIDUOUS AMELANCHIER A. "REGENT" ARONIA MELANOCARPA "AUTUMN MAGI C" CEANOTH US AM ERI CANU S CEPHALANTHU S OCCIDENTAL'S CLETHRA ALNIFOLIA CORNUS A. S. "REGNZAM" CORNUS RACEMOSA CORN US RUGOSA CORNUS SERICEA CORNUS SERI CEA "BUD'S YELLOW DI ERVILLA LONI CERA EUONYMOUS ATROPURPUREA HAMAMELI SVI RGI NIANA ILEX VERTICI LATTA PHYSOCARPU S OPULI FOLI US RHU S A. "GRO-LO" RHUSTYPHI NA ROSA BLANDA SALT X DI KOLOR SAMBUCUSCANADENSIS SYRINGA VULGAR'S VIBURNUM LENTAGO VIBURNUM REFINESQUEANUM FERNS ATHYRIUM FELIX-FEMINA ADIANTUM PEDATUM MATTEUCCIA STRUTHIOPTERIS ONOCLEA SENSIBIUS OSMUNDA CLAYTONIANA RED MAPLE SU GAR MAPLE SPECKLED ALDER SERVICEBERRY HACKBERRY BLACK WALNUT TAMARACK HONEYCRI SD APPLE RED JEWEL CRABAPPLE SPRING SNOW CRABAPPLE IRONWOOD BLACK HILLS SPRUCE PONDEROSA PINE RED PINE WHITE PINE SCOTCH PINE BI GTOOTH ASPEN QUAKING ASPEN AMERI CAN PLUM PIN CHERRY SWAMP WHITE OAK BUR OAK RED OAK SENTRY LI NDEN BASSWOOD PRINCETQN ELM BLACKHAW TREE FORM MINT JULEP JUNIPER COMMON JUNIPER ARCADIA JUNIPER EASTERN RED CEDAR REGENT SERVICEBERRY BLACK CH OKEBERRY NEW JERSEY TEA BUTTONBUSH M EAD OWSWEET RED GNOME DOGWOOD GRAY DOGWOOD ROUNDLEAF DOGWOOD RED -TWIGGED DOGWOOD BUD'SYELLOW DOGWOOD DWARF BUSH HONEYSUCKLE WAHOO WITCH HAZEL WINTERBERRY NINEBARK GRO-LO SUMAC SMOOTH SUMAC MEADOW ROSE PUSSY WILLOW AMERI CAN ELDERBERRY COMMON PURPLE LILAC NANNYBERRY VIBURNUM DOWNY ARROWWOOD LADY FERN MAIDENHAIR FERN OSTRICH FERN SENSITIVE FERN I NTERRUPTED FERN NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NON-NATIVE NON-NATIVE NON-NATIVE NATIVE NON-NATIVE NON-NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NON-NATIVE NATIVE NON-NATIVE NATIVE NON-NATIVE NATIVE NON-NATIVE NON-NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE GRASSES BOUTELOUA CURTI PENDULA CAREX COMOSA CAREX GRACILLIMA CAREX LACUSTRIS CAREX LUPULINA CAREX M. "OEHME" CAREX ROSEA CAREX STIPATA CAREX VULPINOIDES ELYMUS HYSTRI X FESTUCA BLEND GLYCERIA GRAND'S GLYCERIA STRIATA ORYZOPSIS ASPERIFOLIA PAN ICU M VI RGATU M SCHIZACHYRIUM SCOPARIUM SCIRPUSATROVIRENS SORGHASTRUM NUTANS SPARGANIUM EURYCARPUM SPOROBOLUS HETEROLEPI S PERENNIAL FLOWERS ACTEA RUBRA AGASTACHE F. "BLUE FORTUNE" ANEMONE CANADENSIS ANEMONE QUINQUEFOLIA APOCYNUM ANDROSAEMIFOLIUM AQUILEGIA CANADENSIS ARALI A N UD I CAULI S ARALI A RACEMOSA ASARUM CANADENSE ASCLEPIAS I NCARNATA ASCLEPIAS SYRIACA ASCLEPIASTUBEROSA CALTHA PALUSTRIS CH ELON E "HOT LIPS" ECHINACEA PURPUREA EUPATORIUM M. "GATEWAY" EUPATORIUM PERFOLIATUM GERANIUM MACULATUM GEUM MALE GEUM T. "PRAIRIE SMOKE" HELIANTHUS GROSSESERRATUS HELIANTHUS MAXIMILIANI HEMEROCALLI S "HAPPY RETURNS" HOSTA "ROYAL STANDARD" IRISVERSICOLOR LOBELIA CARDINALI S LIATRIS CYLINDRACEA LIATRIS PYCNOSTACHYA MAIANTHEMU M STELLATU M MONARDA FISTULOSA PHYSOSTEGIA VIRGINIANA POLYGONATUM BI FLORU M PONTED ERIA CORDATA RUDBECKIA HIRTA SANGUI NARIA CANADENSI S SANICULA MARI LANDI CA SOLI DAGO FLEXICAULI S SOU DAGO NEMORALIS SOLI DAGO SPECIOSE SYMPHYOTRICHUM LEAVE SYMPHYOTRICHUM NOVAE-ANGLIAE SYMPHYOTRICHUM SERICEUM VINES PARTHENOCI SSUS Q. "ENGELMANNI" PARTHENOCI SSUS QUINQUEFOLIA SIDE OATS DRAMA BOTTLEBRUSH SEDGE GRACEFUL SEDGE LAKE SEDGE HOPS SEDGE. OEHME SEDGE WOOD SEDGE STALK -GRAIN SEDGE FOX SEDGE BOTTLEBRUSH GRASS GROW -LOW FESCUE GRASS AMERI CAN MANNA GRASS FOWL MANNA GRASS ROUGH -LEAVED RICEGRASS SWITCHGRASS LITTLE BLU ESTEM GREEN BULRUSH I ND IAN GRASS GIANT BUR -REED PRAIRIE DROPSEED RED BANEBERRY WILD HYSSOP C:ANADA ANEMONE WOOD ANEMONE COMMON DOGBANE COLUMBI NE WILD SARSAPARILLA AMERI CAN SPIKENARD WILD GINGER MARSH MI LKWEED COMMON MILKWEED BUTTERFLY WEED MARSH MARIGOLD TURTLEHEAD PURPLE CON EFLOWER JOE PYE WEED BON ESET WILD GERANIUM PURPLE AVENS GEUM SAWTOOTH SUNFLOWER MAXM1 LLIAN'S SUNFLOWER DAY LILY H OSTA BLUE FLAG IRIS CARDI NAL FLOWER ONTARIO BLAZING STAR PRAIRIE BLAZJNG STAR STARRY SOLOMON'S SEAL WILD BERGAMOT OBEDIENT PLANT SOLOMON'S SEAL PICKERELWEED BLACK-EYED SU SAN BLOODROOT BLACK SNAKEROOT ZIG ZAG GOLDENROD GRAY GOLDENROD SHOWY GOLDENROD SMOOTH ASTER NEW ENGLAND ASTER SILKY ASTER ENGELMANN IVY VIRGINIA CREEPER NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE NON-NATIVE NATIVE. NATIVE NATIVE NON-NATIVE NATIVE NATIVE NON-NATIVE NON-NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NATIVE NON-NATIVE NATIVE Certification: I Hereby certify that this plan, and or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . PROJECT #: 15-041 DRAWN B Y JAL CHECKED B Y : RSA SCALE: AS NOTED NOTE: TH1s DRAWING IS 22"x34^. DO NOT scALE DRAWINGS. USE FIGURED DIMENSIONS ONLY, OR sE:Eac Ci.ARIFICATION FROM ARCHITECT FOR MEASUREMENTS THAT ARE NOT INDICATED. PREPARED FOR: DEvra.oPr:Ii PROPERTY RESOURCES DEVELOPMENT COMPANY 6851 PLYING CLOUD DRIVE: E PLA\ T LIST Signed: _ MEDINA, MINN ES OTA , • Registration: 47454 , Plot Scale: 1:6.7869 John, C:\Users\John\Desktop\JLLA\HartHowertonProjects\15-041-DeerHillReserve\JLDrawings\CAD\15-041-DHR-L-1.dwg , Page Setup: a a a a a a a i a a a a a a i a a a a a a a a a i a a a a a a a a a a a a a i i a i a a a a a a i i i i i a a a a a i a i a a a a a a i i a i a a a a a i a a i a a a a a a i a a a a a a a a a a i a a i i i i a a a a a a i i i a a a a a a a a i a a a a . a a a a a i a a a a a a i a i a a a a a a a a a i a a a a a a a a i i a i a a a a a a i i a i a a a a a a i a a a a a a a a a i i a a a a a a a a i i i a a a a a i a a a a i a i i a i i a a a a a a a i i a i i i a i s a a a a a a a i a a a a a a a i a a a a a i a a a i i a i a a a i a a a a a a a a a i i a a i a i i a a a a i i i a a a a a i a a a a a i a a a i i a a a a a a a a a i a a a a a a a a a i i a a a a a a a a a a i a a a a a a a a a a a i a i i a i a a a a a a a i a a a a a a a i i i a i i a a a a a a i a i i a i a a a a a a a i i i a a a a a a i a a a a a a a a a a a i i a a a a a a a a a a i a a a a a i i a a a a a a a a a a a a a a a a a a a i a a a i a a a a a . a i i a a a a a a a a a i a i i a i i a a a a a a a a a a i a a a a a a a a i a a a a a a • a a a a i a a a a a a a a a a i i a a a a a a a a a a a a a a a i a i a a a a a a a a a a i a i a a a a a a a a a a a i i i i a a a a a a a a a a a i a i i i i i a a i a a a a a a a i a i i i a i a a a a a a i a i a a i a a a a a a i t•\\\\\N\1/4 i ii \\\\ \\`\ • i i a \� `\, \\\\\ s a \\\ \\\ i�v40#* \ aJ i i i a a a� i i a a a a a a i i a a a a a a a a i i a a a a a a a a i i a a a a a a a i i i a a a a a a a i a i a i a a a a a i a a a a a a a a i i i a a a a a a a i a i i a a a a a a i a a a a a a a a a i i a a i i i i i a a a a a i a a i a a a a a a a a a i a a a a a a a a a a i a a a a a a a i i i a a a a a a a i i a a a a a a i i i a a a a1i i a a a a a a a i NOTES AND LEGEND i i i STONE CLAD WALLS AT BACK OF SHOULDER ,,,,SWWS\\*%\s‘14 SEE ENLARGED PLAN FOR ENTRY AREA LANDSCAPE SEE ENLARGED PLAN FOR PHASE 1 AREA LANDSCAPE a a a ' a a a a a a i a a a PED TRAI ENTRY GATEWAY STONE CLAD WALLS WITH PROJECT SIGN AND NIGHT LIC- ING r tANNX.NItAWNI, \\ i . v�N.Nr. \\\�\` . a Q�i�+T a a a `..1 \\ \\ i i a •L4� D i\\\`\ \ \ 'rp \� i a \\ p a a \\ `� a . . a \ i i i i a a a a �, a a a a a i i i a a a a a a a i i a a a a a . . . . i a a a a i a a a a a a a a a a i a a i a i a i i i a i a a a a a a a a i a a a i a a a a a a a a a a a a a a a a i a a a a . i a i i a . . . . . a a . a . . a . . a a i a a a . a a a a . a a a a a a a . a . i a a . a i i i i i a . a a . a a a . . i i i i a a a i a a a i a a a a a a a . a a . i i i i i i i a i i i a . a a a i . . . a . a a a a a i i a i . i i i i i a a i i i i i i a i a a a a a a a a a a a a a i a a i i i a a a a a a a a a a a a a a a a a i a a a i a a a a a a a . a i i i a a a i a i a i i a a a a a i a a a i a a a i a i a a i a a . a a Ca a i a(''� i a i a i a a EE aCiN12AR�G i i a ENTRY A a a a a a a a a a a a a a a a i i a a i i i i i i a i a aSa' ONE a a a ▪ .BACK 1 i i i a a a a i i a i a a a a 3011' • In Linear CRP Tree Nursery Zone adjustments will occur within this landscape zone when select trees are moved to other planting zones on site. • In the Intermittent Creek Planting Zone plants will be selected from the Landscape Plant List appropriate for the various wet and dry conditions associated with this type of condition • In the ROW Landscape Opportunity Zone planting will consist of any combination of grass, shrub or trees. Where shrub planting may occur, shrubs will be placed a minimum of 6 feet from the edge of pavement and will not interfere with safety and visibility issues for cars entering or exiting private driveways. Where trees occur, they will be placed a minimum of 8 feet from the edge of pavement. No shrubs or trees will be planted on the bottom of the ditch. • In the ROW Grass Landscape zone, grasses will be allowed to grow to the edge of pavement. WETLAND LANDSCAPE ZONE (SEE STEWARDSHIP PLAN FOR MANAGEMENT OF THIS ZONE WETLAND BUFFER ZONE (SEE STEWARDSHIP PLAN FOR MANAGEMENT OF THIS ZONE a • , , i a.•.a.a a{a a+... . i a a a a a a ' . a.'.i.a.+.a.'. ♦ . . a .• . , • . . . i i . 1 CONSERVATION EASEMENT INTERMITTENT STREAM PLANTING ZONE LINEAR CRP TREE NURSERY ZONE ........... ........... ........... ........... ........... ........... ........... ........... .••••••••••••••••••••• ROW LANDSCAPE OPPORTUNITY ZONE ROW GRASS LANDSCAPE ZONE GATEWAY ENTRY LANDSCAPE ZONE PLAN FO A LANDSC' so` D WALLS T HOULDE(SEE EAD TRAIL NTRY CAPE PLAN FOR TAI�..S SEE EN ARGED PLAN FOR ENTR AREA LANDSCAPE 180' MI AIL llfao ENTRY GATEWAY STONE CLAD WALLS WITH PROJEC SIGN AND NIGHT LIGHTING N ORTH 0 100' 200' as NMO.LS 400' Certification: I Hereby certify that this plan, and or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . PROJECT #: 15-041 DRAWN $ Y : AL T " CHECKED B Y : RSA SCALE: AS NOTED NOTE: THIS DRAWING IS 22"X34". DO NOT SCALE DRAWINGS. USE FIGURED• DIMENSIONS ONLY, OR SEEK CLARIFICATION FROM ARCHITECT FOR MEASUREMENTS THAT ARE NOT INDICATED. PREPARED FOR: DEVELOPER PROPERTY RESOURCES DEVELOPMENT COMPANY 6851 FLYING CLOUD DRIVE E _ _ C O \ C E PT PLAN Signed: _ l/� T\T /� l�T — V l H D 1— V 1 1 � y V I N\ H S OTA , • Registration: 47454 900° 15'4211W 2622.41 1� 1 (iz> S89°12138"E 136.19 WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SEC.21, TWP.118, RGE.23 EAST LINE OF THE SOUTHWEST QUARTER OF SEC.21, TWP.118, RGE.23 1`O FND JLNI, i I i I S00° 13' 19"W 1318.40 155.24 n N89°12138"W -- DEER HILL ROAD N SOUTH LINE OF THE SOUTHWEST cn o QUARTER OF SEC.21, TWP.118, RGE.23 o . —CULVERT N S89°12138"E 1186.10 N t `--NORTH LINE OF THE NORTHWEST nci5e--1 QUARTER OF SEC.28, TWP.118, RGE.23 [� �6'' ttP SAD 0 A ---- WETLAND F r i i r� i 1—Edge of wetland _— WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SEC.28, TWP.118, RGE.23 PROPOSED DEER HILL ROAD VACATION DESCRIPTION That part of the publicly dedicated Deer Hill Road described as follows: Beginning at the North Quarter corner of Section 28, Township 118, Range 23; thence on an assumed bearing of South 00 degrees 34 minutes 25 seconds West along the east line of the Northwest Quarter of said Section 28 a distance of 16.50 feet; thence North 89 degrees 12 minutes 38 seconds West parallel with the north line of the Northwest Quarter of said Section 28 a distance of 1166.90 feet; thence northwesterly a distance of 38.27 feet along a non tangential curve concave to the northeast, having a radius of 630.00 feet, a central angle of 3 degrees 28 minutes 51 seconds and a chord that bears North 29 degrees 37 minutes 47 seconds West; thence South 89 degrees 12 minutes 38 seconds East parallel with the north line of the Northwest Quarter of said Section 28 a distance of 1186.10 feet to east line of the Southwest Quarter of Section 21, Township 118, Range 23; thence South 00 degrees 24 minutes 13 seconds West along said east line of the Southwest Quarter, a distance of 16.50 feet to the point of beginning and there terminating. Easement Vacation Area: 38,832 sq.ft. or 0.89 acres LT1 Easement Vacation Area EMIR PUBLICLY DEDICATED PEER HILL ROAD _ T fr PER DOC. NO. 3777442 - N89°12138"W 1166.90 DEER HILL ROAD Lcr— NORTH QUARTER CORNER OF SEC.28, TWP.118, RGE.23 EAST LINE OF THE NORTHWEST QUARTER__ OF SEC.28, TWP.118, RGE.23 S00°34'251'W 2677.33 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 10th day of March, 2016. SATHRE-BERGQUIST, INC. David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com JOB #: 7082-010 REVISIONS LAYOUT SHEET: RV-DHP DRAWN BY: JJA 03-10-2016 JJA tics 0 N wr 0 FRS v\-1.. SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ROAD VACATION EXHIBIT DEERHILL PRESERVE Section 21 - Township 118 - Range 23 100 50 0 50 100 200 CHECKED BY: DBP DATE: 02-03-16 SCALE IN FEET Agenda Item # 8B MEMORANDUM TO: Acting Mayor Pederson and Members of the City Council FROM: Dusty Finke, City Planner and City Administrator Scott Johnson DATE: March 24, 2016 MEETING: April 5, 2016, City Council Meeting SUBJ: Connection Fee Reduction Request for Proposed Wealshire Project Background At various times over the past few years, the City Council has discussed the impact of the City's sewer and water connection fees on development. The City currently charges $8,650 per residential unit ($7575 for water and $1075 for sewer). The intention of these fees is to pay for the future infrastructure costs anticipated by the City to support the development (future wells, water towers, lift stations, main lines). On March 10, 2016, staff received a letter from Thomas A. Wiskow, President/CEO of Wealshire. Mr. Wiskow is requesting City Council review of the SAC/WAC fees of $181,650 for their proposed 84 room memory care facility. Mr. Wiskow is also requesting the City of Medina fees be paid in 5 equal payments over a 5-year period. Attached is the Medina Policy regarding the payment of SAC/WAC fees. This request is being brought forward to the City Council for policy review and direction. SAC/WAC reductions are a public policy slippery slope. Our recent developments have paid the same rates as what Wealshire is being charged. However, this would be the largest project in Medina since OSI was constructed in 2009/10. OSI paid for 30 units ($236,250) for their project and 1/3 was paid up front with the building permit. The remaining amount was split out over the following two years. In 2012, the City conducted an updated water supply analysis to review connection fees. This analysis used fairly conservative estimates for future infrastructure costs. The analysis also made assumptions on the number of residential units which would be constructed. These assumptions were based on the low end of the required density ranges. As such, if development occurs at higher densities, the City would collect more in connection fees than has been projected. All of the existing analysis has been based on the existing Comprehensive Plan. Now that the Metropolitan Council has lowered the City's household projections by almost 40%, the potential exists that the City may want to significantly alter its future land use plan. If the City determines that it wishes to reduce anticipated growth, the City would expect less revenue in connection revenue. Staff also anticipates a reduction in the amount of infrastructure which would be necessary to support the development. However, these matters would need to be decided and studied before the impacts could be known. Wealshire Connection Fee Request Page 1 of 2 April 5, 2016 As a result of the change in projections and the potential impacts to future expenditures and revenues, staff recommends that any wide -scale changes to the connection fees are cautiously approached. Conclusion As noted above, potential changes in the City's long-term planning make a full analysis on this subject very difficult at this time. The infrastructure and financial aspects of such an analysis would need to be based on the Comprehensive Plan, which may change as a result of reduced Met Council mandates. Staff supports the fees being paid in 5 equal payments over a 5-year period per the request of Mr. Wiskow. If Council agrees, staff requests a motion to approve language changes to our policy to allow for payment over 5 years for projects over 10 units or $90,000. Our recent developments have paid the same rates as what Wealshire is being charged. Staff does not support any changes to the SAC/WAC charges until the analysis can be based on the updated Comprehensive Plan. Fee Comparisons have been made by the developer between Medina and the City of Bloomington. The 2016 Tax Rate for the City of Bloomington is 44.290% and the Tax Rate for Medina is 23.301%. Possible Motion: A motion to approve language changes to our policy to allow for payment over 5 years for projects over 10 units or $90,000. Wealshire Connection Fee Request Page 2 of 2 April 5, 2016 March 10, 2016 TO: Scott Johnson Dusty Finke SUBJ: Presentation to the City of Medina Council Members Requesting Cost Reduction Consideration to: 1. Building Permit Fees 2. Inspection Fees 3. City of Medina Additional WAC/SAC Fees Building Permit Fees: The only concern in this fee category is the additional allocation of 60% of the building permit fee for plan review, which per our exhibit would equate to 254 hours of plan review time at an hourly rate of $100 per hour. We believe 254 hours for plan review is over -stated and unrealistic. Is it realistic to assume someone would spend 6.35 weeks, at 40 hours per week, to review our construction plans. Proposed Inspection Fees of $30,000 for inspection of the Public Construction Requirements: After reviewing the bids for Site Utilities from various contractors, Metro Utilities is currently the low bidder and our preferred contractor for these "public" related construction requirements. Metro Utilities was the company that originally completed the site utility requirements relating to the Polaris development, approximately 15-20 years ago. Metro Utilities was responsible for bringing the sewer and water to the intersection of Mohawk and Chippewa. I requested Metro to provide me an estimate to the time it would require to bring the sewer and water to our site on Mohawk, in addition to the time it would take to provide the water and hydrant requirements around our entire property. These time requirements for the public related requirements are as follows: 1. Sewer and water to our site on Mohawk: Eleven 10 hour days = 110 hours 2. Water and hydrant requirements around property: Five 10 hour days = 50 hours We were informed by Dusty that the City of Medina charges a fee of $100 per hour for the inspections relating to the "public" requirements, which would equate to inspection fees of $16,000 (160 hours x $100 per hour) per the above indicated construction time requirements. This projected 160 hours of inspection time indicates an inspector would be present on the construction site during every hour of the public related construction time. Based on our discussions with several site utility contractors, in additional to our personal experiences in Rogers and Bloomington, this time requirement is simply not realistic. This would only be true if the City of Medina employs an individual inspector to be present every hour that public related construction is being conducted at our job site. If so, then is an hourly fee of $100 per hour realistic and justifiable for an inspector? 10601 Lyndale Ave S. Bloomington, MN 55420 www.wealshlreofbloomington,com Tel - 952,345,1900 Fax - 952,345.1906 ALS a uGoo Page 2 City of Medina Proposed Additional WAC/SAC Fees: Per our proposed 84 resident rooms, this would equate to 28 units (3 resident rooms equals 1 SAC unit) of SAC related fees. At a cost of $2,485 per SAC unit, this would equate to $69,580 in fees to be paid to Met Council. We have no objection to this SAC related fee to be paid to the Met Council. At the first Council meeting we attended in 2015, we heard the previous Mayor state that the City of Medina was receiving numerous complaints from contractors and developers that the additional City of Medina imposed WAC/SAC fees were excessive and very expensive. She indicated this subject was going to be reviewed by the City of Medina, and she was hopeful that some cost reductions would be implemented. The City of Medina imposes an additional WAC/SAC fee, which equates to 4 resident rooms equaling 1 additional SAC/WAC unit fee, and at a cost of $8,650 per unit. In our case, this would result in additional SAC/WAC fees of $181,650 (84 rooms divided by 4 equals 21 units at a unit fee of $8,650 per unit). The City of Medina allows this fee to be paid in 3 equal payments over a 3-year period. This is the major expense area that we are requesting the Council to give us serious cost reduction considerations. Without question, these additional WAC/SAC fees are extremely expensive, and deserving of the Council to consider granting us a cost reduction for our proposed state-of-the-art $18 million dementia/Alzheimer's development in Medina. In addition, allowing this fee to be paid over 5 years, rather than 3 years, would also be of significant benefit. In summary, we have already spent in excess of $600,000 on this proposed Medina development, and we must find a way to reduce approximately $1.3 million from our current contractor bids to make this development a reality. Any cost reduction considerations by the Council would be of significant benefit and greatly appreciated. Your continued interest and support of the Wealshire of Medina is appreciated. Please notify me if you have questions or if I can be of additional assistance. Sincerely, Thomas A. Wiskow President/CEO 10601 Lyndale Ave S. Bloomington, MN 55420 www.wealshireofbloom inBton.com Tel - 952.345.1900 Fax - 952.345.1906 City of Medina Policy, Procedure and Program Manual 21.00 Economic Development Fee Deferral Program Purpose: To create a payment program to mitigate the up -front costs to new or expanding Medina businesses for trunk water connection fees, trunk sewer connection fees, and park dedication fees. The program will serve as a tool to attract new or expanding businesses in the community. Policy Statement: The City of Medina will defer payment of water connection fees, trunk sewer connection fees, and park dedication fees for new or expanding businesses in Medina through the establishment of an annual payment program for up to three years. No interest will accrue on the deferred payments. The City of Medina and business will enter into an agreement on the payment program to be recorded against the business property. Procedure: The process for establishing a payment program will include: 1. The new or expanding business shall submit a written letter of request to receive deferral of trunk water connection fees, trunk sewer connection fees, and/or park dedication fees. 2. The City shall calculate the total fees and provide the business with a summary of the payment schedule. 3. The City will prepare, at its expense, the agreement for the payment program. 4. The City Council will review the agreement for approval. 5. The City and business will execute the agreement. 6. The City will record, at its expense, the agreement against the business property. Policy Approval: City Council approved on 5/17/2011 21.00 Economic Development Fee Deferral Program May 17, 2011 1 Agenda Item # 8C MEMORANDUM TO: City Council and City Administrator Scott Johnson FROM: Steve Scherer, Public Works Director DATE: March 28, 2016 MEETING: April 5, 2016 SUBJECT: Fuel Dispenser Background Public Works and Police have been discussing the relocation of the fuel dispensing system to 600 Clydesdale Trail. It is not feasible to move the existing underground tanks and pumps to the new facility nor do we want to monitor fuel on both sites. There is always some liability when using underground fuel storage. The tracking device, the pumps, and the tank monitoring system on the fuel system were installed in 2004. We do believe there is life left in the pumps, however the tracking system is outdated and needs updating. The tanks were installed in 1994. We are unaware of any issues or leaks with them; however they are single walled steel tanks. Continued certification and monitoring of this system would not be cost effective. Public Works and Police have been weighing some options over the past year. Our recommendation is to change to an above ground system at 600 Clydesdale Trail and partnering with Beaudry Oil. Beaudry supplies the tanks, metering/tracking equipment, and maintenance. In return, we purchase our petroleum products from them. The equipment remains the property of Beaudry. There is $5,000.00 in the capital budget for electrical installation of the system. There will be an additional $2,000.00 in electrical expenses to incorporate the emergency power to the fuel pumps. The pumps from our existing system will be utilized with the new system in order to save some money. Any maintenance to these pumps will be at the City's expense. Beaudry and Medina would enter into a five year agreement. Medina would agree to buy diesel fuel and unleaded gasoline from Beaudry at a rate of twenty one cents per gallon plus any taxes due over the daily average opus baseline price at the three local terminals. The typical delivery fee is around seventeen cents per gallon which makes the actual cost for the equipment and maintenance around four cents per gallon. I have spoken with the City of Corcoran and Leuer Farms who have this same agreement. Both Corcoran and Leuer Farms are very satisfied with Beaudry. Staff recommendations: • Budget to decommission our old tanks at city hall in 2017 • Hook up emergency power to the new pumps at a cost of $2,000.00 • Enter into an agreement with Beaudry oil using the no cost option #2 of the attached proposal. Requested Motion: Motion to direct staff to hook up emergency power to the new pumps at a cost of $2,000.00 and enter into an agreement with Beaudry oil using the no cost option #2 of the attached proposal. Page 1 of 1 March 30, 2016 City of Medina Beaudr ❑lL & PROPANE Fuel Equipment Proposal: Beaudry Oil will provide the following equipment for the City of Medina's fuel program: 1000 gallon Flameshield tank for Diesel. 1000 gallon Fireguard tank for Unleaded Gasoline. Both tanks will be equipped with the following: vent, spill bucket, gauge and electronic tank level monitor. We propose the following options: Option #1: Beaudry provides and maintains an external mounted pump and dispensing equipment. Fuel management costs would be as follows: OPW Petrovend 100 fuel management system for monitoring fuel usage per unit. Cost of approximately $5000 paid over 5 years. Total cost dependent on options. (or) upgrade to OPW K800, includes software and interface to computer. Approximately $10,000 paid over 5 years. Total cost dependent on options. Option #2: Use the existing city owned pumps and dispensers for the old site. Fuel Management costs would be as follows: OPW Petrovend 100 fuel management system would be installed at no charge. (or) upgrade to OPW K800, includes software and interface to computer, approximately $5,000 paid over 5 years. Total cost dependent on options. Beaudry Oil also maintains the Beaudry owned equipment, including painting the tanks as needed. The City of Medina would be responsible for electrical, site work, concrete, permits and vehicle protection. If you have any questions or concerns, please call me at your convenience. We appreciate the opportunity to quote your new fuel set up. Trevor Beaudry Chief Operating Officer Beaudry Oil & Propane DIESEL FUEL GASOLINE FUEL AIL LUBRICANTS PROPANE 630 Proctor Avenue NW, Elk River, MN 55330 • Phone: 763-441-2383, 800-637-4117 • Fax: 763-441-1688 • Reaudry0it com Petro Vend 100T' Fuel Control System FUEL MANAGEMENT SYSTEMS A DOVER) COMPANY OPW Fuel iVlanagement Systems proudly introduces the Petro Vend 100'm (PV100) Fuel Control System - a stand-alone, pedestal -mounted system for small or mid -sized Meet -fueling sites that require one- or two -hose control. Serving these industries and many others... rPetro Vend FUEL CONTROLS The OPW Petro Vend 100"" is the ideal solution for unattended fueling for small or mid -sized fleets. As a "turnkey system," the unit is designed for quick and easy installation. It ships ready -to -use with 50 pre -configured cards and requires only power, pulser and hose -control line connections in order to initiate system www.opwglobal.com Easy Installation Convenient operation. The PV100TM stores dispensed fuel amounts as card - and pump -specific totals, which can be viewed on the display or retrieved with an external USB flash drive. The versatile PV100"" is capable of controlling mechanical and electronic fuel dispensers. Leading The Way in Electronic Fuel Management Systems www.opwglobal.com Petro Vend 100' Fuel Control System Benefits • Turnkey system with easy installation • Cost effective for small to mid -sized fleet -fueling operations • Field upgradable software • Track and report fueling by card or pump totals (specific transaction data optional). See screen visuals below. • Menu -driven configuration takes place at the terminal, eliminating the need for PC -required software • Saves the expense of trenching and pulling wires for serial communications Features • Controls up to two hoses at both mechanical and electronic pumps • User selectable PINS, from 3 to 6 digits in length, allowing only authorized users to access fuel • Hose -based quantity restrictions • Dual, manual, pump override control enables pump relays and the recording of dispensed -fuel volumes during a specific time • Monochrome graphic display • Optional dual -head magnetic card reader • Optional HID proximity key -fob reader • Optional USB flash drive for transaction storage • Allows you to adjust programming parameters, view card and pump totals, and transfer all data to a USB flash drive via Manager Card access in on -screen manager mode s Optional DPC Electronic Pump Control for Gilbarco, Wayne or Gasboy dispensers Memory • Standard memory allows tracking of up to 50 proprietary cards • Expandable to 250 proprietary cards • Stores virtually unlimited number of transactions on USB flash drive (optional) C) Card totals Pump totals Technical Specifications • Cabinet Dimensions: 10.75 inch H x 14.25 inch L x 9.75 inch D (27.3 cm x 36.2 cm x 24.8 cm) • Pedestal Dimensions: 48 inch H x 14 inch W x 9 inch D (122 cm x 36 cm x 23 cm) ♦ Power Requirements: 115/230 VAC, 50/60 Hz, 200 watts maximum • Operating Temperature Range: -40° F to 122° F (-40° C to 50° C) • Graphics display: 5 inch (12.7 cm) monochrome • Painted steel enclosure and pedestal • Internal Pump Control: Standard for up to two hoses: mechanical or electronic direct -pump control Mechanical Pump Control Specifications (PCM) • Relay Contact Rating: 240 VAC; 20 A, 3.0 HP maximum • "In -Use" Detection: Voltage Sense 120-240 VAC or Handle Switch • Pulser Type: Single Channel • Pulser Input: Mechanical (contact); Electronic (5-12 VDC) • Pulser Divide Rate: 1:1 — 1000:1; 1 pulse increments • Maximum Pulse Speed: (50% duty cycle) 6,000 Mechanical; 100,000 Electronic Electronic Pump Control Specifications (DPC) • Interface Compatibility: Gilbarco (current loop), Wayne (current loop), Gasboy (RS-485) Certifications and Listings • Electronic Testing Labs (ETL), per Underwriter Laboratories UL 1238 • Electronic Testing Labs Canada (ETLC), per CSA C22.2 6900 Santa Fe Drive • Hodgkins, Illinois USA 60525 • Phone: (708) 485-4200 • Fax: (708) 485-4630 ,tN. tUS FUEL MANAGEMENT SYSTEMS A DIVER) COMPANY NOTE -Aledamdmns ttnegeeemq srari �aslieaiesmamcc• i6ji lilteAtii niiy t . __-- CL12Cdawaie(apalrarannocIncAl dResrnrd.QOF°tRand the MREgo wereyi5.ffed:sxiorartscfManar,;waft lac.aw•cfre-ormectsdnaiwyonnne;{movra_.nF PV100D4. 11/12100 5' 10 ' 5' 4" some Talk pisperser 3 0" Diesel Tank Cisperser Fuel ',uA,alagefrerit Cl Agenda Item # 9A MEMORANDUM TO: Mayor Mitchell and City Council FROM: Scott Johnson, City Administrator DATE: April 5, 2016 SUBJ: Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for Medina City Hall Lower Level Improvements Background Attached is the resolution requesting Council approval of the plans, specifications, and the renovation drawings for remodeling the lower level area at City Hall. Staff has also included the floor plan and project manual for the proposed project. The remodel will open up space for Planning, Building, and Public Works staff in the old Police Department space in the basement of City Hall. Much of the project cost involves providing badly needed restrooms, a break area, and meeting space. The space vacated upstairs by Planning, Building, and Public Works will be utilized by the Finance Department. The proposed plans will accommodate future space needs for the City. Staff worked with Bauer Design Build in April of 2015 to put together a ballpark figure for the basement renovations. The base work estimate is $240,000 for the lower level renovation. The estimate does not include replacing heating and cooling equipment, painting/new carpet in the upstairs office areas, replacement windows, and replacing old wiring for communications/IT. The updated cost estimate from The 292 Design Group is for $242,000 for lower level renovation project. This does not include furniture, HVAC work for the Council Chambers, painting/new carpet in the upstairs office areas, replacement windows, and replacing old wiring for communications/IT. Staff will work with The 292 Design Group and AFO Consultants to review the project with the contractors to value engineer the project and get the best value possible. Council Action Requested: Adopt a Resolution Approving Plans and Specifications and Ordering Advertisement for Bids for Medina City Hall Lower Level Improvements Attachments 1. Resolution Approving Plans & Specifications and Ordering Advertisement for Bids for Medina City Hall Lower Level Improvements 2. Budget Estimate for Lower Level Renovations 3. Construction Document Review Comments 4. Plans for Lower Level Renovations *In the interest of saving paper, the entire project manual for the lower level renovation will be available at city hall or upon request. Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO.2016-XX RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR MEDINA CITY HALL LOWER LEVEL IMPROVEMENTS WHEREAS, pursuant to previous actions by the city council, 292 Design Group, the city's architectural consultant, has prepared plans and specifications for the improvements for Medina City Hall and has presented such plans and specifications to the council for approval. NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Medina, Minnesota, as follows: 1. The plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby adopted. 2. The city administrator or their designee shall prepare and cause to be inserted in the city's official newspaper and a trade publication advertisement for bids upon the making of such improvement under the approved plans and specifications. The advertisement shall be published once at least ten days prior to the last day of taking of bids, shall specify the work to be done, shall state that bids will be received by the administrator until 2:00 p.m. on April 26, 2016, at which time they will be publicly opened in the council chambers at city hall by the administrator and architectural consultant, will then be tabulated and will be considered by the city council at 7:00 p.m. on May 3, 2016, at Medina City Hall, 2052 County Road 24, Medina, MN 55340. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the administrator and accompanied by a bid bond payable to the city for five percent of the amount of such bid. Dated: April 5, 2016. Jeff Pederson, Acting Mayor ATTEST: Jodi M. Gallup, City Clerk The motion for the adoption of the foregoing resolutions was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: Resolution No. 2016-XX April 5, 2016 and the following voted against same: (Absent: ) Whereupon said resolution was declared duly passed and adopted. Resolution No. 2016-XX 2 April 5, 2016 Medina City Hall Lower Level Renovations Budget Estimate 31-Mar-16 Architectural work $ 106,900 Demo/Concrete cut/fill $ 12,800 Carpentry/casework $ 11,700 Ext. wall (HVAC penetrations) $ 2,500 Doors/windows/glass $ 19,700 Drywall (walls, soffits) $ 22,000 Ceramic tile $ 7,300 Flooring (carpet/VCT) $ 12,500 Acoustical tile $ 4,000 Painting $ 7,000 Accessories $ 7,400 Mechanical work $ 49,200 Plumbing $ 16,400 HVAC $ 32,800 Electrical work $ 39,300 Demo/temps/gen.cond. $ 4,800 Lighting/controls $ 17,900 Power/devices $ 8,600 Data (conduit only) $ 3,500 Systems (FA, sound) $ 4,500 Subtotal $ 195,400 Contractor fee/O&P $ 19,500 General Conditions $ 15,600 Total $ 230,500 Contingency (5%) $ 11,500 Total $ 242,000 AFO Consultants - Construction Document Review Comments By: Jeanne Qualley c Z E a)i. = Z al 3 co_ z° m 0 aC+ � c ° V Gi N U) City of Medina - Lower Level Renovation 95% CD Document Review Docs. Dated March 18, 2016 BY Design Team Response 1 A100 1. Add note to salvage door hardware and turn over to owner. 2. Add note to build dust barrier between 1st and 2nd floor. JQ Added to General Notes 2 A101 1 1. Add celing grid demo in NW interview room by garage, existing hallway, lunchroom and existing room at Storage 114. 2. Add gypsum ceiling demo in West interview room by Data 120. 3. Add wainscoting demo around W, S, & E walls of Mechanical 106. 4. In Demo note #1, add to demo all electrical and mechanical in walls that are to be removed. Remove piping back to panel or main branch. 5. Add sheet rock demo at north wall of room adjacent to garage (future 121) 6. Add Note #8 at Men 113 for new vent through exterior wall JQ 1. Added demo notes #9 2. Added demo note #10 3. Added demo note #11 4. Added reference to M&E demo in walls; see Mech. & Elec. Demo plans for references on demo back to main panel or branch 5. Added demo note #12 6. Added note #8 reference 3 A101 2 1. 121 - add elevation or section to window F4, fur wall into Storage 119 11" existing wall and recommend adding Note #4 to south wall 2. Add frame type for window in office 105 3. Add note to patch walls surrounding Mechanical 106 4. Add note to patch east wall of 107 and west wall of 111 5. Add detail for gypsum surroung at column in 104 JQ 1. Added mark for window type F4; added wall type 3 (drywall over existing wall to south wall 2. Added frame type F5 to plan and to A102 frame types 3. Note 7 added for wall patching 4. Note 7 added for wall patching 5. Detail 2A/A101 added for oak veneer plywood enclosure for column 4 A101 3 1. Add semi -recessed trash receptacles into both 112 and 113 2. Tile pattern to be added in elevation or included in specifications JQ 1. Receptacles added to plan 2. Tile pattern added to sheet A102 5 A101 6 Change detail name to 'Section at Sink Restroom' JQ Title revised 6 A101 7 Modify detail per meeting 3/21, 39" service counter, 12 plan storage cubbie, appr. 6' or built in casework shelves w/ 4 drawers & 1 with a money slot. JQ Casework modified as noted 7 A102 1 1. City to confirm extent of ceiling/electrical work in 118-120 2. Add recesssed can lights in 121 to match E101 JQ 1. New lighting left in for now; can revise as needed to meet budget 2. Lighting layout updated; mechanical diffusers added to RCP Page 1 of 4 AFO Consultants - Construction Document Review Comments By: Jeanne Qualley c Z E Z al 3 6'm z° _ 0 E ° am 7 /7^3 N v! City of Medina - Lower Level Renovation 95% CD Document Review Docs. Dated March 18, 2016 BY Design Team Response 8 9 A102 A102 Room Finish Schd Door Schd 1.102 - Add paint to all wall elevations 2. 112 & 113 - suggest adding note to CT height 3. 119 - No painting or flooring work in this space. Will be done prior to start of project. 4. Revise floor material in 110, 115, 116, 117 to be carpet 5. Per meeting on 3/21, include carpet and VCT in lunchroom 6. Add accent PT per meeting 3/21 JQ 1. Paint colors added 2. CT height noted 3. No work noted in 119 4. Flooring revised to cpt the 5. Lunchroom cpt the & vct noted 6. Accent paint noted 1. Add door/hardware for 114 2. 1076 - revise frame to F1 due to space JQ 1. 114 added to door schedule 2. 1076 revised to pocket door 10 A102 Add frame type for Office 105 JQ Frame type 5 added 11 M101 Key Note #15 - Change to 'Extend 2" VENT to existing ... " JQ Plan has been updated 12 M102 Notes: 1. General demo note #8 conflicts with Key note #2 2. Add General demo note #10 - Relocate existing thermostates in walls to be demolished to new locations. Coordinate with architectural. JQ 1. hatch pattern has been changed 2. A general demolition note for t'stas has been added as 10 and keynote 31 has been added to indicated existing t'stats to be relocated. 13 M102 1 Delete scope of work since area in room 119 is unaccessible. Or just install metal sheets over wall openings. JQ Arch call out patching 14 M102 2 1. Label new condensing unit and furnace 2.Provide detail for new openings at garage wall 3. Add thermostats to plan 4. Confirm the need for the SRI/100 that is printed outside the building with no arrow. JQ 1. units have been labled. 2. architect to show opening details 3. T'stats have been added 4. SR1 is pointing to rest room exhaust grille 15 M103 1. Finish Air Terminal Schedule 2. Final Refrigerant piping schedule JQ 1. has been updated 2. has been updated 16 E101 1 City to confirm extent of ceiling/electrical work in 118-120 JQ Left as replaced for now 17 E101 2 Add can lights in ceiling to architectural reflected ceiling plan JQ Added on RCP (Arch) E101 Emergency light in 119 should be installed on the east wall at door Revised Page 2 of 4 AFO Consultants - Construction Document Review Comments By: Jeanne Qualley c Z E a)L = Z al 3 6' z° m 0 ate+ � c E ° si 5 (I� Gi City of Medina - Lower Level Renovation 95% CD Document Review Docs. Dated March 18, 2016 BY Design Team Response 18 E102 2 1. All data/power to be below counter at Service 103 2. Add electrical for water cooler/bottle filler 3. Relocate power/data at new door from 107 to 110 4. Add convience power in 111 at south, north & east walls JQ Items 1 - 4: Completed as noted Page 3 of 4 c � a> = r = CD U)CO City of Medina - Lower Level Renovation 95% CD Document Review Docs. Dated March 18, 2016 By Design Team Response 1 024100 3.01 Add H. Construction activities causing disturbance of existing dust or creating new dust must be conducted in tight enclosures cutting off any flow of particles into occupied areas. JQ Added to spec 2 033000 We will need a general concrete section for the patching infill. There is not an intention to hire a testing agency for this small scope. JQ Concrete section added 3 064100 2.04 A. - Add Countertop with PVC edge as noted in 2.05 Accessories JQ Revised 4 064100 2.05 D. - Add a quantity of grommets or add to drawings. JQ Grommets added to drawings 5 064100 2.06. - Add one lock to drawer at Service counter JQ Lock and check slot added to detail 6 064100 Prodcuts - Add plastic laminate colors if known by bid document issuance or "class" of laminate and quantity as placeholder JQ Due to receive color selections from owner; will add to spec 7 087100 4.01 - Update hardware groups JQ Groups updated 8 Add specification section for new pocket door JQ Pocket door added 9 101400 Delete signage. Owner will procure through their Public Works department JQ Signage section deleted 10 JQ 11 JQ 12 JQ 13 JQ 14 JQ 15 JQ 16 JQ 17 JQ 18 JQ GENERAL NOTES 1. DO NOT SCALE DRAWINGS 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION REQUIRED BY A SPECIFIC TRADE OR FOR INSTALLATION OF NEW WORK. FIELD VERIFY THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO COMPLETE THE WORK IDENTIFIED IN THE CONTRACT DOCUMENTS. THE DRAWINGS MAY NOT INDICATE ALL ITEMS TO BE REMOVED DURING DEMOLITION - GENERAL CONTRACTOR TO VERIFY. 3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO STARTING DEMOLITION ACTIVITIES. 4. COORDINATE ALL DEMOLITION ACTIVITIES AND SCHEDULE WITH OWNER PRIOR TO START OF WORK. 5. PROTECT EXISTING CONSTRUCTION FROM DEMOLITION AND CONSTRUCTION ACTIVITIES BY PROVIDING ALL NECESSARY TEMPORARY BARRIERS. PROVIDE DUST BARRIER BETWEEN LOWER LEVEL AND OCCUPIED UPPER LEVEL. PATCH AND REPAIR ALL EXISTING CONSTRUCTION THAT IS DAMAGED OR DISTURBED. 6. FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION ACTIVITIES. . 7. OWNER WILL MARK ALL ITEMS TO BE SALVAGED OR WILL HAVE ALL ITEMS REMOVED PRIOR TO START OF DEMOLITION. SALVAGE ALL EXISTING DOOR HARDWARE AND TURN OVER TO OWNER 8. ALL WALLS SHALL EXTEND TO STRUCTURE ABOVE UNLESS NOTED OTHERWISE. SEAL OPENINGS IN WALLS TO PROVIDE ACOUSTICAL SEPARATION BETWEEN SPACES. 9. PROVIDE SEALANT BETWEEN ALL DISSIMILAR MATERIAL, INCLUDING AROUND PERIMETERS OF DOORS. 10. PROVIDE BLOCKING IN METAL STUD WALLS AS NEEDED FOR MILLWORK AND EQUIPMENT. COORDINATE BLOCKING LOCATIONS WITH OWNER FOR OWNER -INSTALLED ITEMS. OPEN OFFICE 570 SF MEDINA CITY HALL PROJECT TEAM OWNER CITY OF MEDINA 2052 COUNTY ROAD 24 MEDNA, MN 55340 PHONE: 763.473.4643 CONTACT: DUSTY FINKE, CITY PLANNER ARCHITECTS 292 DESIGN GROUP 3533 E LAKE STREET MINNEAPOLIS, MN 55406 PHONE: 612.767.3773 CONTACTS: PAM ANDERSON, AIA MECHANICAL/ELECTRICAL ENGINEER NELSON RUDIE & ASSOCIATES 9100 49TH AVENUE NORTH NEW HOPE, MN 55428 PHONE: 763.367.7600 CONTACT: ERIC NEBELUNG, MECHANICAL MYRON KLEMZ, ELECTRICAL i COUNCIL CHAMBERS 982 SF ENTRY/LOBBY 218 SF DRAWING INDEX SHEET NO. A100 A101 A102 SHEET NAME TITLE SHEET, CODE PLANS & CODE INFORMATION DEMO PLANS, FLOOR PLANS, ENLARGED PLANS & ELEVATIONS REFLECTED CEILING PLAN, SCHEDULES & DETAILS M101 PLUMBING FLOOR PLANS M102 FLOOR PLAN, DEMO PLAN - HVAC M103 MECHANICAL SCHEDULES & DETAILS ME101 MECHANICAL & ELECTRICAL SCHEDULES E101 ELECTRICAL DEMOLITION PLAN & ELECTRICAL LIGHTING PLAN E102 ELECTRICAL DEMOLITION AND POWER & SYSTEMS PLANS E103 ELECTRICAL SCHEDULES & SYMBOLS E104 ELECTRICAL PANELBOARD SCHEDULES AND RISER DIAGRAMS NORTH UPPER LEVEL CODE PLAN (NO WORK THIS FLOOR - PROVIDED FOR CODE REFERENCE ONLY) 1 /16"=1'-0" LOWER LEVEL CODE PLAN GRAB BARS TYP. LOWER LEVEL RENOVATIONS WATER CLOSET TOILET PAPER DISPENSER / SANITARY NAPKIN DISPOSAL URINAL Y z O MIRROR Q M O 2 z EE 2 O ti H N Q w J U INSULATE HOT WATER AND DRAIN PIPE COUNTERTOP WITH SINK ACCESSIBLE TOILET ROOM AND MISCELLANEOUS EQUIPMENT MOUNTING HEIGHTS REQUIRED SPACE FOR KNEE AND TOE CLEARANCE n co H ELECTRIC WATER COOLER OR DRINKING FOUNTAIN N 8" MIN z a> 2 IV1IIq MAX O 0 d' PAPER TOWEL DISPENSER (PTD) CODE SUMMARY APPLICABLE CODES BUILDING CODE 2015 MN STATE BUILDING CODE 2012 IBC ACCESSIBILITY STANDARDS 2015 MN ACCESSIBILITY CODE 2012 IBC; ANSI A-117.1 2009 FIRE/LIFE SAFETY CODE 2006 IFC MN STATE FIRE CODE 2007; MN RULES CHAPTER 7511 MECHANICAL CODE 2012 IMC; 2012 IFGC 2015 MN MECH & FUEL GAS CODE PLUMBING CODE 2015 MN STATE PLUMBING CODE MN RULES CHAPTER 4715 ENERGY CODE AHRAE 90.1-2010 2015 MN ENERGY CODE ELECTRICAL CODE 2014 NATIONAL ELECTRICAL CODE MN RULES CHAPTER 1315 BUILDING DESCRIPTION THE PROJECT CONSISTS OF RENOVATION OF 2,927 SF OF THE LOWER LEVEL OF THE EXISTING MEDINA CITY HALL. WORK INCLUDES RECONFIGURATION OF OFFICE SPACES, STAFF LUNCHROOM, RELOCATION OF TOILET ROOMS AND IMPROVEMENTS TO FINISHES ALONG WITH NEW LIGHTING, POWER, DATA AND MECHANICAL DISTRIBUTION. CONSTRUCTION DESCRIPTION EXISTING CONSTRUCTION CONSISTS OF MASONRY BRICK/BLOCK EXTERIOR WALLS, PRECAST CONCRETE FLOOR AT UPPER LEVEL SUPPORTED ON MASONRY WALLS AND STEEL COLUMN/BEAM, SLAB ON GRADE AT LOWER LEVEL, WOOD TRUSS ROOF WITH ASPHALT SHINGLES. INTERIOR CONSTRUCTION IS WOOD STUD AND GYPSUM BOARD WALLS. CONSTRUCTION TYPE V-A. CHAPTER 3: OCCUPANCY CLASSIFICATIONS REPRESENTED IN THE BUILDING: COUNCIL CHAMBERS (UPPER LEVEL): CLASSIFICATION (IBC 303.1): A-3 (ASSEMBLY) OFFICES: CLASSIFICATION (IBC 304.1): B (BUSINESS). CHAPTER 5: FOR THIS FACILITY, THE ENTIRE BUILDING WILL BE CLASSIFIED AS NONSEPARATED OCCUPANCIES UNDER A-3 (ASSEMBLY) UNDER PROVISIONS OF 508.3.2. ALLOWABLE AREA: (TYPE V-A CONSTRUCTION) A-3 OCCUPANCY: 2 STORIES; 11,500 SF (TABLE 503) IBC 508.2 INCIDENTAL USE AREAS (TABLE 508.2): FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT. (1 HOUR OR AUTOMATIC SPRINKLER SYSTEM) EQUIPMENT NOT OVER 400,000 BTU PER HOUR CHAPTER 6: TYPE OF CONSTRUCTION TABLE 601: TYPE V-A FIRE SEPARATION DISTANCE TABLE 602: STRUCTURAL FRAME 1 HOUR TYPE II-B EXTERIOR BEARING WALLS 1 HOUR FIRE SEPARATION DISTANCE GREATER INTERIOR BEARING WALLS 1 HOUR THAN 30 FEET = 0 HOURS NON -BEARING INTERIOR WALLS 0 HOUR FLOOR CONSTRUCTION 1 HOUR ROOF CONSTRUCTION 1 HOUR CHAPTER 7: IBC 704 EXTERIOR WALLS (TABLE 705.8) MAXIMUM AREA OF EXTERIOR WALL OPENINGS FOR FIRE SEPARATION DISTANCE 30 FEET OR GREATER, UNPROTECTED, NON-SPRINKLERED: NO LIMIT CHAPTER 9: 903.2.1.3 GROUP A-3: AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR GROUP A-3 OCCUPANCIES WHERE ONE OF THE FOLLOWING CONDITIONS EXIST: 1. THE FIRE AREA EXCEEDS 12,000 SF 2. THE FIRE AREA HAS AN OCCUPANT LOAD OF 300 OR MORE 3. WHERE THE FIRE AREA IS LOCATED ON A FLOOR OTHER THAN THE LEVEL OF DISCHARGE NONE OF THE ABOVE CONDITIONS EXIST. OCCUPANCY CALCULATIONS BY ROOM SEE TABLE BELOW WITH OCCUPANT LOAD CALCULATIONS BASED UPON IBC TABLE 1004.1.1 LOWER LEVEL (RENOVATION AREA) UPPER LEVEL (FOR REFERENCE ONLY; NO WORK) ROOM NO. ROOM NAME AREA LOAD FACTOR OCCUPANT LOAD ROOM NO. ROOM NAME AREA LOAD FACTOR OCCUPANT LOAD 102 WAITING 163 100 GROSS 1.63 204 OPEN OFFICE 570 100 GROSS 5.70 103 SERVICE COUNTER 247 100 GROSS 2.47 205 OFFICE 102 100 GROSS 1.02 104 OPEN OFFICE 528 100 GROSS 5.28 206 WORKROOM 100 100 GROSS 1.00 105 OFFICE 113 100 GROSS 1.13 207 OFFICE 187 100 GROSS 1.87 106 OFFICE 140 100 GROSS 1.40 208 CONFERENCE 164 15 NET 10.93 107 OFFICE 184 100 GROSS 1.84 209 COUNCIL CHAMBERS 982 15 NET 65.47 108 MECHANICAL 164 300 GROSS 0.55 210 OPEN OFFICE 560 100 GROSS 5.60 111 LUNCHROOM 393 15 NET 26.20 211 OFFICE 187 100 GROSS 1.87 112 WOMEN 112 - --- 212 WORKROOM 100 100 GROSS 1.00 113 MEN 107 --- --- 213 OFFICE 102 100 GROSS 1.02 114 STORAGE 40 300 GROSS 0.13 UPPER LEVEL NET S.F. 3,477 95.48 118 JANITOR 56 300 GROSS 0.18 OPPER LEVEL GROSS S.F. 3,950 119 STORAGE 225 300 GROSS 0.75 120 DATA 77 300 GROSS 0.26 121 CONFERENCE 289 15 NET 19.27 TOTAL BUILDING AREA: 8,700 GSF 122 GARAGE 667 200 GROSS 3.33 TOTAL OCCUPANT LOAD: 159.90 LOWER LEVEL NET S.F. 4,116 64.42 LOWER LEVEL GROSS S.F. 4,750 IBC 1014 EXIT ACCESS COMMON PATH OF EGRESS TRAVEL (1014.3) WITH OR WITHOUT SPRINKER SYSTEM: A OCCUPANCIES: 75 FEET MAXIMUM OCCUPANT LOAD FOR SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (TABLE 1015.1): A OCCUPANCIES: 49 EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.2) WITHOUT A SPRINKLER SYSTEM: A OCCUPANCIES: 200 FEET IBC 1018 CORRIDORS CORRIDOR FIRE RESISTANCE RATING (TABLE 1017.1): A OCCUPANCIES: ONE -HOUR FOR NON-SPRINKLERED BUILDINGS; NO RATING FOR SPRINKLERED BUILDINGS CORRIDOR WIDTH (TABLE 1017.2): OCCUPANCY LESS THAN 50: 36 INCHES; ALL OTHER OCCUPANCIES: 44 INCHES DEAD END CORRIDORS (IBC 1017.4): 20 FEET MAXIMUM MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD: PER STORY 1 - 500 OCCUPANTS: 2 EXITS PER STORY CHAPTER 29: REQUIRED TOILET ROOM FIXTURES OCC. LOAD MEN'S TOILETS URINALS WOMEN'S TOILETS LAYS DRINKING FOUNTAINS SERVICE SINKS req'd req'd req'd req'd req'd A-3: ASSEMBLY 66 0.26 May be 0.51 0.33 0.13 B: BUSINESS 95 1.92 used for 1.92 2.23 0.98 up to 2/3 161 TOTAL REQUIRED 2.18 2.43 2.56 1.11 1 TOTAL PROVIDED 2 2 3 4 2 1 (N 292DESIGNGROUP 3533 E. LAKE STREET MINNEAPOLIS, MINNESOTA 55406 612 767 3773 I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MINNESOTA PAMELA BAKKEN ANDERSON, AIA Date: 03.29.16 Reg. No: 21241 03/29/2016 ORIG. ISSUE DATE: REVISIONS: cn O 0 a) N 'a.1- co co � _�Lc) �+ z y- i C j o c11 U c� .S f3 N -a 0 J 2c\12 z 0 Q 2 0 LL z �06 wz W J Co wW J08 o O2 H U m r A1OO A100 / 1/16"=1'-0" © 292 design group (2016) 1 NORTH LOWER LEVEL DEMO PLAN DEMO PLAN NOTES a a <4 a <6 a <8 <9 <10 11 <12 REMOVE EXISTING WALLS WOOD /METAL STUD & GYP. BOARD/FINISHES TO DECK COORDINATE DEMO OF ALL MECHANICAL AND ELECTRICAL IN WALLS TO BE REMOVED REMOVE EXISTING CMU WALL TO DECK REMOVE EXISTING WOOD/HOLLOW METAL DOOR AND DOOR FRAME REMOVE EXISTING HOLLOW METAL DOOR; FRAME TO REMAIN REMOVE EXISTING PLUMBING FIXTURES (SEE MECHANICAL) REMOVE EXISTING FLOORING AND/OR FLOORING ADHESIVE CUT FLOOR FOR PLUMBING WORK (SEE MECHANICAL) CUT OPENING IN MASONRY WALL FOR DUCT (SEE MECHANICAL) REMOVE EXISTING CEILING GRID AND TILE REMOVE EXISTING GYPSUM BOARD CEILING AND SUPPORTS REMOVE EXISTING WOOD WAINSCOT AT WALLS REMOVE EXISTING GYPSUM BOARD FINISH ON MASONRY WALL ` A101 1/8"=1'-0" sEB NORTH 2 LOWER LEVEL FLOOR PLAN A101 1 /8"=1'-0" FLOOR PLAN NOTES 4' x 8' MARKERBOARD, BOTTOM MOUNTED AT 36" AFF. EXISTING PASS -THROUGH WINDOW AND COUNTER TO REMAIN EXISTING STAIR; NO WORK LIGHTING WORK ONLY THIS ROOM; SEE ELEC. PLANS MECHANICAL/ELECTRICAL WORK ONLY THIS ROOM; SEE M & E DRAWINGS EXTENT OF CONCRETE FLOOR INFILL - VERIFY WITH MECHANICAL PATCH/REPAIR WALLS AT REMOVED WAINSCOT EXISTING 3" DIA. STEEL COLUMN OAK VENEER PLYWOOD ENCLOSURE; MITER CORNERS. RUN ENCLOSURE TO UNDERSIDE OF NEW CEILING CUT FOR RECEPTACLE; SEE ELECTRICAL HALL 115 SEE 6/A101 BELOW FOR SINK COUNTER DETAIL LUNCHROOM STOR. 114 111 ENLARGED PLAN - TOILET ROOMS & KITCHENETTE 1/4"=1'-0" ENLARGED PLAN - COUNTER 1/4"=1'-0" 5/8" TYPE X GYP. BD. (PROVIDE TILE BACKER BOARD AT TILE AREAS) 35� MTL STUD & SOUND BATT INSULATION (PROVIDE 6" METAL STUD AT TYPE 2) TYPICAL METAL STUD WALL 6" METAL STUD WALL i" GYP. BD. (MOISTURE RESISTANT AT EXTERIOR WALLS) VAPOR BARRIER EX. WOOD FURRING & RIGID INSUL EXISTING WALL CONSTRUCTION �" GYP. BD. (MOISTURE RESISTANT AT EXTERIOR WALLS) VAPOR BARRIER 2 i" METAL STUDS & RIGID INSUL EXISTING WALL CONSTRUCTION c?" M ADJUSTABLE SHELVES ADJUSTABLE SHELF SEE SHEET A101 FOR ACCESSIBLE MOUNTING HEIGHTS FOR TOILET FIXTURES AND EQUIPMENT 12'-0" 3'-0" 3'-0" 3'-0" 3'-0" 71,4„ / , � )� Zx \� �N— _ i �_ MICR MICR. K KNEE SPACE L A_ A_ ELEVATION - KITCHENETTE 1/4"=1'-0" 3/4" SOLID SURFACE BACKSPLASH 3/4" SOLID SURFACE COUNTERTOP OVER 3/4" PLYWOOD 3/4" SOLID SURFACE APRON INTEGRAL SOLID SURFACE LAVATORY WRAP EXPOSED PIPE 0 N 0 N 1'-10" STEEL BRACKETS - VERIFY SIZE AND LOCATION WITH MANUFACTURER SECTION AT TOILET ROOM SINK/COUNTER A101 1 "=1'-0" A io N B ADJUSTABLE SHELF _y CASH SLOT @ /TOP EDGE OF LOCKED DRAWER \ M i� CNI 292DESIGNGROUP 3533 E. LAKE STREET MINNEAPOLIS, MINNESOTA 55406 612 767 3773 I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MINNESOTA PAMELA BAKKEN ANDERSON, AIA Date: 03.29.16 Reg. No: 21241 03/29/2016 ORIG. ISSUE DATE: REVISIONS: A101 DETAIL AT COLUMN 1"=1'-0" WALL TYPES 7 ELEVATIONS AT SERVICE COUNTER A101 1/4"=1'-0" © 292 design group (2016) 1'-0" P. LAM. ALL — FACES; PROVIDE - CL . HT. 8'-2" • • • YCV ti T. .5 M l.. SOFFITS -- PAINT COLOR: PT-2 REFLECTED CEILING PLAN 1 /8"=1 '-0" NORTH ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR EAST WALL SOUTH WALL WEST WALL NORTH WALL CEILING NOTES MAT. FIN. BASE MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. 101 VESTIBULE EX CONC EX. QT EX. QT GYP BD PT 1 EX GYP BD PT 1 EX CMU PT 4 EX GYP BD PT 1 APC --- --- 102 WAITING EX CONC CT 2 CT 2 EXIST PT 4 EX.CMU PT 4 --- --- GYP BD PT 4 APC --- 103 SERVICE COUNTER EX CONC CPT TILE VINYL GYP BD PT 1 GYP BD PT 1 GYP BD PT 4 GYP BD PT 1 APC/GYP -- / PT 2 --- --- 104 OPEN OFFICE EX CONC CPT TILE VINYL GYP BD PT 1 GYP BD PT 3 GYP BD PT 1 GYP BD PT 1 APC/GYP -- / PT 2 105 OFFICE EX CONC CPT TILE VINYL GYP BD PT 1 GYP BD PT 3 GYP BD PT 1 GYP BD PT 1 APC --- --- 106 OFFICE EX CONC CPT TILE VINYL GYP BD PT 1 GYP BD PT 1 GYP BD PT 3 GYP BD PT 1 APC --- --- 107 OFFICE EX CONC CPT TILE VINYL GYP BD PT 1 GYP BD PT 1 GYP BD PT 3 GYP BD PT 1 APC --- --- 108 MECHANICAL --- --- --- --- --- --- --- --- --- --- --- --- --- NO WORK THIS ROOM 109 VESTIBULE EX CONC EX.VCT VINYL EX.GYP BD PT 1 EX.GYP BD PT 1 EX.GYP BD PT 1 EX.GYP BD PT 1 APC --- --- 110 HALL EX CONC CPT TILE VINYL GYP BD PT 1 --- --- GYP BD PT 1 EX.GYP BD PT 1 APC --- --- 111 LUNCHROOM EX CONC CPT/VCT VINYL GYP BD PT 5 GYP BD PT 5 EX.GYP BD PT 5 GYP BD PT 5 APC --- --- 112 WOMEN EX CONC CT 2 CT 1A GYP BD/CT1 PT 1/ -- GYP BD/CT1 PT 1/ -- GYP BD/CT1 PT 1/ -- GYP BD/CT1 PT 1/ -- APC APC C.T. WAINSCOT; 15 TILE HIGH (4' +) SEE PATTERN 113 MEN EX CONC CT 2 CT 1A GYP BD/CT1 PT 1/ -- GYP BD/CT1 PT 1/ -- GYP BD/CT1 PT 1/ -- GYP BD/CT1 PT 1/ -- C.T. WAINSCOT; 15 TILE HIGH (4' ±) SEE PATTERN 114 STORAGE EX CONC SEAL VINYL GYP BD PT 1 EX.CMU PT 1 GYP BD PT 1 GYP BD PT 1 APC --- --- 115 HALL EX CONC CPT TILE VINYL GYP BD PT 1 EX.CMU PT 1 --- --- GYP BD PT 1 APC --- --- 116 HALL EX CONC CPT TILE VINYL --- --- EX.CMU PT 1 E. CMU/ GYP BD PT 1 GYP BD PT 1 APC 117 HALL EX CONC CPT TILE VINYL EX.CMU PT 1 EX.CMU PT 1 EX.CMU/ GYP BD PT 1 /PT5 GYP BD PT 1 APC --- --- 118 JANITOR --- --- --- --- --- NO WORK THIS ROOM 119 STORAGE EX CONC --- --- --- --- NO WORK THIS ROOM 120 DATA ___ ___ ___ ___ ___ ___ --- --- --- --- --- --- --- NO WORK THIS ROOM 121 CONFERENCE EX CONC CPT TILE VINYL GYP BD PT 1 GYP BD PT 1 GYP BD PT 1 GYP BD PT 1 APC --- --- 122 GARAGE ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ --- NO WORK THIS ROOM P. LAM. ALL FACES PROVIDE PVC EDGES BRUSHED CHROME 4" WIRE PULL, TYP. MICROWAVE— BY OWNER (VERIFY SIZE) P. LAM. ALL FACES; PROVIDE PVC EDGES �I L J / 1.-6" / O MICROWAVE CABINET 1 1/2" P. LAM. COUNTER W/ PVC EDGE BRUSHED CHROME 4" CO \ \ WIRE PULL (TYP) ADJ. P. LAM. SHELF ADJUSTABLE SHELF CLIPS W/HOLES ® 1" O.C. P. LAM. EACH FACE AND PVC EDGES BASE AS SCHED. co N 1 '-0" © TYPICAL CABINET 4" PLAM BACK SPLASH 2'-1" o N \\ 2 BASE & WALL CABINET SECTION A102 1 "=1'-0" ---��==-M --- ------== �=== �=■ CERAMIC TILE PATTERN 1 /2"=1 '-0" CT-1A CT-1 C CT-1 B DOOR SCHEDULE SIZE DOOR FRAME DR N . WIDTH HT TYPE MAT'L FINISH TYPE MAT'L FINISH HDWE. GROUP. FIRE RATING 102A 3'- " 7'-0" B HM PAINT EX HM PAINT 1 --- 103A 3'-0" -0" A WOOD STAIN F1 HM PAINT 2 --- 105A 3'-0" 7'-0" A WOOD STAIN F2 HM PAINT 3 --- 107A 3'-0" 7'-0" AN WOOD STAIN F2 HM PAINT 3 --- 107B 3'-0" 7'-0" A Wi::161. STAIN POCKET WD PAINT 7 --- 108A 3'-0" 7'-0" A WOOD TAIN F2 HM PAINT 3 -- 111A 3'-0" 7'-0" C WOOD STAIN F3 HM PAINT 4 --- 112A 3'-0" 7'-0" A WOOD STAIN F1 HM PAINT 5 --- 113A 3'-0" 7'-0" A WOOD STAIN F1 'i PAINT 5 --- 114A 3'-0" 7'-0" A WOOD STAIN F1 HM INT 6 --- 117A 3'-0" 7'-0" C WOOD STAIN F1 HM PAINT 2 --- 121A 3'-0" 7'-0" A WOOD STAIN F4 HM PAINT 2 --- AT EXISTING DOORS 106A. 109A, 118A. 120A AND 122A - REPAINT DOOR AND FRAME BOTH SIDES; NO OTHER WORK. NO CHANGES AT OTHER EXISTING DOORS. 6' 2'-0" )rf \ N \ 5„ 9„ ,i//{' GL-1 2" 2" 3'-0"@ F2 (2" 2'�1,.1, 6„ �2, "(1@ F3 GL-1 BRUSHED CHROME SHELL PULL, TYP. ADJUSTABLE SHELF AND CLIPS W/HOLES ® 1" O.C. P. LAM. ALL EXPOSED FACES PROVIDE PVC EDGES BRUSHED CHROME 4" WIRE PULL, TYP. 4" SOLID SURFACING BACK SPLASH \ 1 1/2" SOLID SURFACING COUNTER BASE CABINET, BEYOND PIPES WRAP EXPOSED P. LAM. EXPOSED 2'-1" ENDS AND PVC EDGES O r c N \\ M 3 SINK BASE & WALL CABINET SECTION A102 1 "=1'-0" r 3'-0" M EXPOSE �� - N r � C DRAWER ONE DR LOCK A CASH/C OPEN C N r r N o / o / ��(( ADJ. SI- BOTH S PVC ED 1 3" WOC FRAMIN( PLYWOO SIDE WI' FINISH EXPOSEI a o \ 7r N N- r 1 1/2" P.LAM. COUNTER WITH PVC EDGES; ALL D FACES S; PROVIDE AWER WITH ND HECK SLOT ABINET W/ IELF P.LAM. IDES & GES SECTION AT COUNTER CABINET 1 "=1'-0" 3'-0" •\ L EXPOSE \ N - a0 ,-- CO _ STORAG (SEE EL CONSTR I PLYW00 P.LAM. SIDES 8 EDGES 7--------FRAMIN( 14"- OC PLYWOO SIDE WI FINISH , EXPOSE I L— > - _ 4 • rD WITH 4" D EACH rH P.LAM. 1T FACES 1 1/2" P.LAM. COUNTER WITH PVC EDGES; ALL D FACES E CUBBIES EVATION); UCT OF i" D WITH BOTH c PVC ID WITH 4" D EACH fH P.LAM. �T FACES SECTION AT COUNTER STORAGE 1 "=1'-0" 2" 3'-0" 2" 3'-0" 2" 3'-0" (2" GL-1 (2„ 2)fr cu �1 292DESIGNGF�OUT I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of MINNESOTA 03/29/2016 ORIG. ISSUE DATE: PAMELA BAKKEN ANDERSON, AIA Date: 03.29.16 Reg. NO: 21241 REVISIONS: O O a) g N (1/� 7:5� — as co W (2� a) i _ ��tz � J ® i Uo � 3'-0" (2"� (1)� N � 5J2�� z J Cl_ r ) 0 J Z Q LLI W U® oCO w w U� J W Li_ = o 0 w 1 0 �Jr) o v, r O 0 DOOR TYPES FRAME TYPES © 292 design group (2016) GENERAL DEMOLITION NOTES KEYNOTES: 1 M101 NORTH LOWER LEVEL DEMO PLAN - PLUMBING 1 /8"=1'-0" �6 2 _v__ .A r K • ,cr • ' ,o• • dx> csan• / F1 \-4„ 1-1/2"J 3/4" 5 S 4" 1. EXISTING CONDITIONS WERE DETERMINED FROM EXISTING PLANS. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE WHERE AS -BUILT CONDITIONS VARY. 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT IF THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 4. CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 5. CUTTING AND PATCHING OF EXISTING WALLS, FLOORS AND CEILINGS REQUIRED FOR INSTALLATION OF NEW WORK OR REMOVAL OF EXISTING WORK SHALL BE PROVIDED 6. WORK SHOWN HATCHED SHALL BE REMOVED. 7. VERIFY LOCATION OF ALL PIPING, DUCTWORK, EQUIPMENT AND EXISTING CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES. PLUMBING GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIXTURES AND DRAINS. 2. XX'-XX" REPRESENTS INVERT ELEVATION OF PIPE. 3. COORDINATE ROUTING OF ALL PIPING WITH LIGHTING AND STRUCTURAL MEMBERS. 4. ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOOR PENETRATIONS. 5. ALL PLUMBING VENTS TO BE LOCATED A MINIMUM OF 10"-0" FROM ANY FRESH AIR INTAKE OR OPERABLE WINDOW. 6. FOR MECHANICAL SCHEDULES SEE ME101. 7. FOR MECHANICAL DETAILS REFER TO SHEET M103. 8. FOR PLUMBING ISOMETRICS REFER TO 3/M101 & 4/M101. 1 2 3 4 5 6 7 EXISTING SANITARY SEWER TO REMAIN. EXITING VENT AND WATER PIPING SERVING MOP SINK TO REMAIN. EXISTING WELL PRESSURE TANK, WATER SOFTENER, AND WATER HEATER TO REMAIN. EXISTING WELL WATER SERVICE TO REMAIN. EXISTING WATER PIPING TO REMAIN. ALL EXISTING WASTE, VENT AND WATER PIPING SERVING THE UPPER FLOOR TO REMAIN UNLESS NOTED OTHERWISE. EXISTING MOP SINK TO REMAIN. REMOVE EXISTING WATER CLOSET AND LAVATORY SHOWN HATCHED. REMOVE ALL VERTICAL, AND HORIZONTAL PIPING. CAP WASTE PIPING BELOW FLOOR. CAP VENT AND WATER PIPING AT MAINS. ® EXISTING 4" WASTE STACK SERVING THE UPPER FLOOR TO BE REMOVED AND WASTE CAPPED BELOW THE FLOOR. EXISTING 4" WASTE ABOVE THE CEILING SERVING THE UPPER FLOOR TO REMAIN AND BE REROUTED. 9 10 11 12 13 14 15 CONTRACTOR TO VERIFY THAT EXISTING FLAMMABLE WASTE TRAP AND GARAGE FLOOR DRAIN HAS BEEN REMOVED OR FILLED IN. COORDINATE ALL NEW UNDER FLOOR PLUMBING PIPING WITH EXISTING UNIT. ROUTE EXISTING 4" WASTE FROM UPPER FLOOR DOWN IN WALL WITH CLEAN OUT. CONNECT TO EXISTING UNDER FLOOR WASTE AS REQUIRED. INSTALL ELECTRIC WATER COOLER CONNECTING WASTE, VENT AND WATER PIPING TO EXISTING PIPING AS REQUIRED. SAW CUT EXISTING FLOOR AS REQUIRED FOR NEW UNDER FLOOR WASTE PIPING. CUT AND CAP EXISTING WASTE PIPE SERVING FLAMMABLE WASTE TRAP AND FLOOR DRAIN. EXISTING DOWNSTREAM WASTE TO REMAIN. CONNECT 3/4" HOT WATER TO EXISTING WATER HEATER OUTLET LINE. CONNECT 1-1/4" COLD WATER TO EXISTING WATER SOFTENER OUTLET. EXTEND 2" VENT AND CONNECT TO EXISTING 2" VENT PIPING AT DEMOLISHED TOILETS, VERIFY SIZE AND LOCATION. 3/4" 1-1/4" \ A�C3AW4A/ 1-1/4 CB> �1A� DOMESTIC WATER ISOMETRIC \ M101 / NOT TO SCALE C.O. WASTE AND VENT ISOMETRIC NOT TO SCALE 2" 4" (iPB) D 1 C1A> SHOCK ABSORBER (31DA)( P P ,3A 4A y� 1-1/2" i� 7 ( P ) 2A ( D ) (p1B) 0 M M kID N 0 0 H 0 W z z vi J a Q W z OC � 0W W (Z W W ® ui trl m m I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engine- under he laws of the state of Mi ..t.ta. Michael D. oehr e, P.E. Date: 03.29.2016 Reg. No: 42815 NZA Nelson-Rudie & Associates, Inc. Structural - Mechanical - Electrical Consulting Engineers 9100 49th Ave. North Minneapolis, MN 55428 Tel: (763) 367-7600 Fax: (763) 367-7601 ORIG. ISSUE DATE: 03/29/2016 REVISIONS: O O a) d- 73c) _Etio C� -J�� Z� 0 LUG E w co •c 2 O 53> 3 c9c\IL0 2 JJ M1O1 0 0 01) 00 0 2 LOWER LEVEL FLOOR PLAN - PLUMBING M 101 1 /8"=1'-0" NORTH © 292 design group (2011) GENERAL DEMOLITION NOTES KEYNOTES % LOWER LEVEL DEMO PLAN - HVAC M 101 / 1 /8"=1'-0" NORTH VESTIBULE 01 GARAGE (122) AITING 1102 CONFERENCE 121 DATA/ ELEC: ''' (120) I HALL— (115 VESTIBULE (109) 8"0 STORAGE 114) — MEN 1. EXISTING CONDITIONS WERE DETERMINED FROM SITE VISIT. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE WHERE AS -BUILT CONDITIONS VARY. 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT IF THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 4. CONTRACTOR TO COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 5. CUTTING AND PATCHING OF EXISTING WALLS, FLOORS AND CEILINGS REQUIRED FOR INSTALLATION OF NEW WORK OR REMOVAL OF EXISTING WORK SHALL BE PROVIDED BY MECHANICAL CONTRACTOR. 6. VERIFY SIZE, LOCATION AND INVERT ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. 7. REMOVE PLUMBING FIXTURES AND EQUIPMENT AS INDICATED. CAP PIPING SUCH THAT NEW CONSTRUCTION AND FINISHES CAN BE COMPLETED AS INDICATED AND REQUIRED. 8. WORK SHOWN HATCHED / ��/ SHALL BE REMOVED. 9. VERIFY LOCATION OF ALL PIPING, DUCTWORK, EQUIPMENT AND EXISTING CONDITIONS PRIOR TO START OF WORK. NOTIFY ARCHITECT OF DISCREPANCIES. 10. RELOCATE EXISTING THERMOSTATS TO NEW LOCATIONS INDICATED ON PLANS. HVAC GENERAL NOTES 1. COORDINATE ROUTING OF ALL DUCTWORK WITH LIGHTING LAYOUT, STRUCTURAL AND EXISTING TO REMAIN. 2. ADVISE THE GENERAL CONTRACTOR OF ALL ROOF, WALL AND FLOOR PENETRATIONS. 3. ALL FRESH AIR INTAKES TO BE AT LEAST 10'-0" FROM EXHAUST OR FLUES. 4. FOR MECHANICAL AND ELECTRICAL SCHEDULES REFER TO ME101. 5. FOR MECHANICAL DETAILS REFER TO SHEET ME103. 6. COORDINATE LOCATION OF ALL DIFFUSERS, REGISTERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLANS AND ALL TRADES. 1 2 EXISTING DUCT WORK SERVING UPPER LEVEL TO REMAIN UNLESS NOTED. EXISTING EQUIPMENT, DUCT WORK, FLUES IN MECHANICAL ROOM TO REMAIN. �3 EXISTING, CONDENSING UNIT, WALL MOUNTED CASSETTE, CONTROLS AND REFRIGERATION PIPING TO BE REMOVED. SEAL PENETRATIONS IN EXISTING WALLS. FIELD VERIFY CONDENSING UNIT TO BE REMOVED. EXISTING CONDENSATE PUMP TO BE REUSED. EXISTING CONDENSATE PIPING TO BE MODIFIED. 4 5 EXISTING EQUIPMENT TO REMAIN. EXISTING WALL MOUNTED CASSETTE AND WALL MOUNTED THERMOSTAT TO BE RELOCATED TO OTHER SIDE OF WALL IN DATA ROOM 120. EXISTING PIPING TO BE MODIFIED AS NEEDED FOR NEW LOCATION. © EXISTING DUCT WORK SERVING UPPER LEVEL THAT DROPS BELOW EXISTING BEAM TO BE REMOVED. W EXISTING RETURN AIR DUCT WORK IN BUILD OUT TO REMAIN. REMOVE DUCT ELBOW AT TOP. ® EXISTING SUPPLY AND RETURN DUCT INTO MECHANICAL ROOM TO REMAIN. ❑9 REMOVE EXISTING SUPPLY, TRANSFERS AND RETURN DUCT WORK, DIFFUSERS AND GRILLES SERVING LOWER LEVEL. EXISTING TRANSFER OPENINGS AND GRILLES TO REMAIN. 10 11 EXISTING SUPPLY DUCT WORK AND DIFFUSER/ GRILLES TO REMAIN. 12 BALANCE EXISTING DIFFUSER TO CFM INDICATED. 13 18x10 SUPPLY DUCT CONNECT TO BOTTOM OF EXISTING DUCT. ROUTE NEW DUCT TIGHT TO UNDER SIDE OF BEAM IN SOFFIT SPACE. 14 OFFSET DUCT TO UNDER SIDE OF PRECAST PLANK. DUCT TO RUN NEXT TO BEAM. CONNECT TO EXISTING DUCT WORK. FIELD VERIFY ELEVATION AND LOCATION. 15 16 MANUAL VOLUME DAMPER. El INSTALL NEW PROGRAMMABLE THERMOSTAT AT 60" AFF. 18 CONNECT NEW 24x10 RETURN DUCT TO EXISTING DUCT DOWN IN BUILD OUT. INSTALL DUCT TIGHT TO BOTTOM OF PRECAST. 19 DROP NEW SUPPLY DUCT BELOW EXISTING DUCT SERVING UPPER LEVEL. CROSSING TO BE DONE IN VESTIBULE 109. 20 ROUTE 8" EXHAUST DUCT BETWEEN WALL AND EXISTING SUPPLY DUCT FOR SECOND FLOOR. CONNECT DUCT TO NEW GREENHECK MODEL WC-8 WALL DISCHARGE. 21 MOUNT FAN AS HIGH AS POSSIBLE. 22 RELOCATE FAN COIL AND THERMOSTAT INTO DATA ROOM. MODIFY EXISTING CONDENSATE AND REFRIGERATION PIPING AS NEEDED FOR NEW LOCATION. 23 EXISTING CONDENSING UNIT FOR DATA ROOM SYSTEM TO REMAIN. 24 EXISTING TRANSFER OPENING, GRILLES, AND FAN TO BE REMOVED. PATCH EXISTING WALL OPENINGS. 25 PROVIDE GREENHECK MODEL WC-8 WALL LOUVER FOR 8" FRESH AIR DUCT, NO BACK DRAFT DAMPER. 26 CONNECT 8" FRESH AIR DUCT TO FURNACE RETURN DUCT BALANCE OSA TO 125 CFM. 27 14x10 SUPPLY AND RETURN DUCTS UP WALL TO ABOVE WAITING ROOM CEILING HEIGHT. COORDINATE WALL OPENINGS WITH EXISTING BOND BEAM. 28 DROP SUPPLY DUCT FOR OFFICE BELOW WITH IN SOFFIT. 29 INSTALL NEW CONDENSING UNIT NEXT TO EXISTING UNIT ON HOUSE KEEPING PAD. ROUTE REFRIGERANT PIPING INTO GARAGE TO NEW FURNACE. 30 CONNECT RELOCATED CONDENSATE PUMP TO NEW FURNACE AND EXISTING CONDENSATE PIPING THROUGH WALL. EXTEND 3/4" NATURAL GAS LINE FROM MECHANICAL ROOM 106 TO FURNACE PROVIDE SHUT-OFF VALVE, UNION AND GAS VALVE AS REQUIRED. EXTEND FLUE AND COMBUSTION AIR INTAKE OUT WEST WALL OF GARAGE. INSTALL PIPING AS HIGH AS POSSIBLE PER MANUFACTURE'S INSTRUCTIONS. 31 EXISTING THERMOSTAT TO BE RELOCATED. 0 M M kID N o ko 0 H O W z Z vi J a Q C W z �? 02 OC w W (Z W W ® LLi M m m I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engine- under he laws of the state of Mi ..t.ta. Michael D. oehr e, P.E. Date: 03.29.2016 Reg. No: 42815 NZA Nelson-Rudie & Associates, Inc. Structural - Mechanical - Electrical Consulting Engineers 9100 49th Ave. North Minneapolis, MN 55428 Tel: (763) 367-7600 Fax: (763) 367-7601 ORIG. ISSUE DATE: 03/29/2016 REVISIONS: Z 0 c i O —� 0 O W o a) d- 71- ZU J \Q\ 0_ / C O z O J U_ 0_ M1O2 4 C LOWER LEVEL FLOOR PLAN - HVAC NORTH © 292 design group (2011) (?) DRAIN SCHEDULE ITEM No. DESCRIPTION MANUFACTURER MODEL WASTE VENT TRAP REMARKS 1 FLOOR DRAIN JOSAM 30002-6A 2" 1 1/2" 2" PROVIDE DEEP SEAL TRAP INDICATES DIFFUSER TYPE SCHEDULE 125 CFM AIR TERMINAL INDICATES DIFFUSER D ANEMOSTAT MODEL TYPE SIZE VOLUME CONTROL MOUNTING REMARKS X LD1 EPL CEILING DIFFUSER 6" NECK LD LAY -IN 24"x24" MOUNTING SIZE IS CEILING MODULE, STEEL LD2 EPL CEILING DIFFUSER 8• NECK LD LAY -IN 24"x24" MOUNTING SIZE IS CEILING MODULE, STEEL LD3 EPL CEILING DIFFUSER 10" NECK LD LAY -IN 24"x24" MOUNTING SIZE IS CEILING MODULE, STEEL LG2 GCSL R.A./E.A. GRILLE 24"x12" NONE LAY -IN ALUMINUM FRAME & CORE LG3 GCSL R.A./E.A. GRILLE 24"x24" NONE LAY -IN ALUMINUM FRAME & CORE SR1 X3HOD R.A./E.A. REGISTER 8"x8" OBD SURFACE ALUMINUM 45° FIXED FINS SS1 X2H0 S'A' REGISTER 6"x6" OBD SURFACE DOUBLE DEFLECTOR, ALUMINUM PLUMBING FIXTURE SCHEDULE © MANUFACTURER MODEL N0. FIXTURE TYPE TRIM MANUF. MODEL N0. ACCES. MANUF. MODEL N0. CONNECTIONS REMARKS 0 WST. VENT C.W. H.W. 1A AMERICAN STANDARD CHAMPION 4 2004.314 FLOOR MOUNTED SIPHON JET ACTION BOWL, TANK LINER CHURCH #9200M AQUAQUARD TANK LINER AND LOCKING TANK COVER 4" 2" 1/2" -- MOUNT AT STANDARD HEIGHT, 1.6 GPF, WHITE 1 B AMERICAN STANDARD CHAMPION 4 2034.314 FLOOR MOUNTED, ELONGATED 1.6 GPF, FLUSH TANK CHURCH #295C CHICAGO #1013 w/LOOSE KEY AQUAQUARD TANK LINER AND LOCKING TANK COVER 4" 2" 1/2" -- A.D.A 1.6 GPF, WHITE 2A AMERICAN STANDARD WASHBROOK #6501.010 WALL HUNG FLUSH VALVE URINAL WHITE SLOAN #186 JOSAM #17810 CARRIER 2" 1-1/4" 1/2" -- A.D.A. 3A COUNTER SINK BY GENERAL CONTRACTOR CHICAGO #802-CP FAUCET HANDLES LAWLER #TMM MIXING VALVE 1-1/4" 1-1/4" 1/2" 1/2" A.D.A. OPEN GRID STRAINER 4A JUST DL-ADA-2133-A-GR TWO COMPARTMENT S.S. SINK CHICAGO FAUCET #201-AGN8AE3-317 CP C.P. P-TRAP WITH CLEAN -OUT, WATER SUPPLY w/STOP, MIXING VALVE 1-1/2" 1-1/4" 1/2" 1/2" J-35 STRAINER 6A ELKAY LZ8 WSLK SINGLE STATION WALL MOUNT ELECTRIC WATER COOLER STANDARD FINISH C.P. P-TRAP WITH CLEAN -OUT, WATER SUPPLY w/STOP 1-1/4" 1-1/4" 1/2" -- MOUNT AT STANDARD HEIGHT EXPANSION VALVE COOLING COIL L S LIQUID LINE SUCTION LINE OIL TRAP AIR COOLED CONDENSING UNIT SERVICE VALVE DRIER NOTE: VERIFY LINE SIZES w/ EQUIPMENT SUPPLIER r1REFRIGERANT PIPING SCHEMATIC 10/2/96 NO SCALE 15680-01 ■ CU 0 M N. n M N 0 0 O W z z_ vi J a a W z �z O2 CC � L7 W W Z 11) W ® IW M M Ln m I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engine- under he laws of the state of Mi ..i.ta. Michael D. oehr e, P.E. Date: 03.29.2016 Reg. No: 42815 NZA Nelson-Rudie & Associates, Inc. Structural - Mechanical - Electrical Consulting Engineers 9100 49th Ave. North Minneapolis, MN 55428 Tel: (763) 367-7600 Fax: (763) 367-7601 ORIG. ISSUE DATE: 03/29/2016 REVISIONS: c i LLJ O J > w i w �. U RS IX N o (� � •71- J Co W c6 O� Q J � 3 z H 4— LUG QW O w 282 _a 3 2a) 2a.) Lu z 0 01) 00 0 M1O3 0 292 design group (2011) '"i COOLER ELECTRIC WATER - SPECIFICATION SECTION 23 40 00 ITEM No. DESCRIPTION LOCATION MANUFACTURER MODEL CAPACITY AMBIENT TEMP NOT USED DISC. STARTER CONTROL VOLT/PH. LOAD OCP PANEL-CCT CONDUIT & WIRE SIZE CONN'N REMARKS PROV. BY TYPE FURN BY INST BY TYPE FURN BY 1NSTWIRE BY BY DEVICE LOCATION WIRING REQ'MTS H.P. KW DIR REC 1 SINGLE ROOM 117 ELKAY LZS8 WSLK 8.0 GPH 70° F COMPLETE WITH BOTTLE FILLER &FILTER 26 - N R - - WE -. - - - - 120 / 1 1 / 5 - 20/1 PNL3-18 1/2"C., 2#12+G - X PROVIDE #51300C 3-PACK FILTER REPLACEMENT W FAN- SPECIFICATION SECTION 23 34 00 ITEM No. DESCRIPTION LOCATION MANUFACTURER MODEL CFM E.S.P. W.C. TYPE DRIVE DAMPER FAN RPM DISC. STARTER CONTROL VOLT/PH. LOAD OCP PANEL-CCT CONDUIT & WIRE SIZE CONN'N REMARKS PROV. BY TYPE FURN BY INST BY TYPE FURN BY INST BY WIRE BY DEVICE LOCATION WIRING REQ'MTS H.P. KW DIR REC 1 EXHAUST FAN ROOM 114 GREENHECK SQ-80 200 0.375 INLINE DIRECT BACKDRAFT 1550 WE WE NA NA NA 26 26 26 SWITCH 113 120 120 / 1 1 / 12 - 15/1 PNL3-20 " 2#12+G X - PROVIDE MODEL WC-8 WALL DISCHARGE faGAS FURNACE_ SPECIFICATION SECTION 23 54 16 ITEM No. DESCRIPTION LOCATION MANUFACTURER MODEL GAS MBH INPUT MBH OUTPUT CFM ESP "W.C. DISC. STARTER CONTROL VOLT/PH. LOAD OCP PANEL-CCT CONDUIT & WIRE SIZE CONN'N REMARKS DIR REC PROV. BY TYPE FURN BY INST BY TYPE FURN BY INST BY WIRE BY DEVICE LOCATION WIRING REQ'MTS MOCP KW 2 FURNACE ROOiL1lag EX/ST/NG - - - - 1290 - EX. - EX. - - - - - - - - 120/1 EX. - EX. EX. EX. X - EXISTING TO REMAIN 3 FURNACE R001/1706 EX/ST/NG - - - - 1225 - EX. - EX. - - - - - - - - 120/1 EX. - EX. EX. EX. X - EXISTING TO REMAIN 8 GAS FURNACE ROOM 122 LENNOX EL296UH045XU36B 44 42 720 0.5 26 SW WE WE 23 23 23 T'STAT ROOM 24V 120 / 1 15 15/1 PNL3-24 „ 2#12+G X - COOLING COIL, LENNOX C33-25B-2F; EXISTING CONDENSATE PUMP TO BE USED; 125 CFM OF OUTSIDE AIR (cu) CONDENSING UNITS - SPECIFICATION SECTION 23 63 00 ITEM No. DESCRIPTION LOCATION MANUFACTURER MODEL AMBIENT TEMP. CAPACITY (BTUH) NOT USED DISC. STARTER CONTROL VOLT/PH. LOAD OCP PANEL-CCT CONDUIT & WIRE SIZE CONN'N REMARKS PROV. BY TYPE FURN BY INST BY TYPE FURN BY INST BY WIRE By DEVICE LOCATION WIRING REQ'MTS MCA MOCP DIR REC 2 EX/ST/NO EXISTING TO REMAIN 3 EX/ST/NO EXISTING TO REMAIN 8 CONDENSER OUTSIDE LENNOX 13ACXN18-230 90° F 20,332 26 F WE WE 23 23 23 T'STAT ROOM 121 24V 120 / 1 12.4 20 20/1 PNL3-24 1/2"C., 2#12+G X MODIFY EXISTING FEEDER AS REQUIRED TO SERVE NEW EQUIPMENT ON OLD PAD. KEY: NR = NOT REQUIRED WE = WITH EQUIPMENT NF = NON/FUSED F = FUSED ES = EQUIP. SUPPLIER DWGS = SEE DRAWINGS ■ CU 0 J a Q eLW z Dz O� Ic V W � W z N W W ui M M Lf1 M I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engine- under he laws of the state of Mi Michael D. Woehrle, P.E. Date: 03,.2016 Reg. No: 42815 ffrey A. Pi'ehl, P.E. Date. 03.29.2016 Reg. No: 43926 NZA Nelson-Rudie & Associates, Inc. Structural - Mechanical - Electrical Consulting Engineers 9100 49th Ave. North Minneapolis, MN 55428 Tel: (763) 367-7600 Fax: (763) 367-7601 ORIG. ISSUE DATE: 03/29/2016 REVISIONS: V J O J ._ ca 0 � W � Z = a) U • �73� _ • _� �cri 70°Le2 QQ _cLo U U J E5 z — 0 � Q� co ° ca = U C.� J 21 2 W J W ME1O1 0 292 design group (2011) GENERAL • •NOTESE LIGHTING DEMOLITION NOTESE 0 a: FL • \j'Ir s O FLOODLT 0 0 7 r- I I 0 \/ \�) 111 11 L—J j 11 _<l IF1 11 ,�I ��JL_ --—_J00 ICI —II 0 0 ON ROOF r�R ABOVE /o\ c "v \`' ©°� \V -oe' 0 O LOWER LEVEL DEMO PLAN i=ELECTRICAL LIGHTING �� r L — O 0 0 r 0 El 1 1 " 1 " \ \ \ PNL ELL VERIFY E❑❑EII \ / / E❑❑I GARAGE 5 1220 EI III PNL EM J 00 O All [_1 Aldo m� • ❑ Al 1 I D1d❑ D 1 1 1 1 I D1d CONFERENCE �- PNL ❑d ❑ ON ROOF ABOVE O EM m! m A1111 I EM 1 C1 • PNL = OR PNL ❑d ❑❑ VERIFY FLOODLT 1-1;N LIGHT w o E❑❑E❑ E 111®❑ FLOODLT E❑❑C= PNL ❑_IIIVERIFY EIJI II 1 ® VESTIBULE OE 1 /(101) 10 B1 ❑ PNL 1 1 B1 C1 E 111"1 FLAGPOLES Al D1 • D1 • d d • D1 SERVICE (103 Ad ❑ D11 Al • • Dd ❑ EM 1O A1- (104) OPEN OFFICE �100EM!1 Al ❑ ■ EM1 Al Art ❑ FLOODLT 0 r �v o!s9, 0 �> /, � Ji o �O \ // 0 �P // /7' 4 NORTH EMERGENCY AND E❑IT LIGHTING WORK ON SECOND FLOOR -(TYPES E AND EM Fl-TURES❑ 1 ❑PROVIDE (❑❑E❑IT SIGNS AND (_L�EMERGENCY LIGHTS IN THE ENTRY IOBBY JNOTEU❑ ❑❑PROVIDE (❑❑E❑IT SIGNS AND (1 ❑EMERGENCY LIGHT IN THE EAST OPEN OFFICE❑(NOTEM■ ❑ ❑❑PROVIDE (❑❑E❑IT SIGNS AND (1 ❑EMERGENCY LIGHT IN THE WEST OPEN OFFICE❑(NOTE. ❑EPROVIDE (1 ❑E❑IT SIGN AND (❑❑EMERGENCY LIGHTS IN THE COUNCIL CHAMBERS❑(NOTE+ ❑EPROVIDE (❑❑EMERGENCY LIGHTS -ONE EACH IN TOILET RMS❑AND CONFERENCE RME(NOTEO- -PROVIDE (1 ❑EMERGENCY LIGHT TO COVER THE STAIRS AT LANDINGE(NOTED❑ ❑ OFFICE (108) Al d o PiZd DAP D 1 O 0� d PNL ❑d ❑ ❑ Aft L DI �_d• Od PNL 1 D'11I ' • • ❑. B1 WAITING (102)„� Bd EMI - Al 1 ' (118) JAN ❑ C1 0 PNL ❑d C11 • C'1 d EMd-I OS EM 1 �\ PNL 1111 �- �C1iJ�°' /119)0 STORAGE DATACELEC❑ �120) 10 0 B1 • Dd❑ • ■ B11 ❑ 00 E1 (1 18A) 10 STORAGE 117) HALL ♦O PNL 1" OS OS�- O PNQ�I 1 -�L i DIE DI A 1' OFFICE 1105) EMI ] A 11' E1 L_I B 1 os E1 111 V 1 PO❑ J OS d❑ !DLT PNL ❑VERIFY E ❑ ❑�I A 1�1 Ad O El 11 ILI' d't lt • OFFICE (107 � M 1 O 0 il tl ❑ 0 0 .1 PNL 1 EMd� �1 EEIl l 0O ,• PNL 0 A 1 1 OS ❑ MECHANICAL EMd ❑N_ 1� 0 PNO❑d ❑ HALL 11 10 O1 EM 1 .130 B111 *LI PNL ❑I1 ♦% 1Bd❑� (116 HALL B1 • E1 1 ♦6 1 ■ WOMEN VESTIBULE 0k4EM1 C1d❑0 109 0 Al C11 ` EM 1 A 0 �D ' EM 1 EM 1 B1 °0 O HALL 0 PNL 1 • B1 OS Al LUNCHROOM Cl d MEN ` (113) C1 �(114) STORAGE Al A THESE DRAWINGS ARE BASED ON E_ISTING DOCUMENTS_(AS AVAILABLE -AND CASUAL FIELD OBSERVATION❑THE EC SHALL PERFORM A FIELD SITE VISIT AND FAMILIARIZE THEMSELVES WITH THIS PROJECT -PRIOR TO SUBMITTING THEIR BIDE B_ THE EC SHALL PERFORM ALL WORK IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS_AS WELL AS STATE AND LOCAL CODES- C- THE EC SHALL FAMILIARIZE THEMSELVES WITH THE WORK OF OTHER TRADES ON THIS PROJECTANDCOORDINATE THE ELECTRICAL INSTALLATION TO AVOID FIELD CONFLICTS❑ D❑ THE DESIGN INTENT IS TO REMOVE LIGHT FI❑TURES❑ RECEPTACLES -DATA CABLING_CONDUIT AND BO❑ESLETC❑AS SHOWN DASHED -OR INDICATED ON WALLS BEING REMOVED❑ EC SHALL RECONNECT ALL E❑ISTING DEVICES THAT REMAIN❑SHOWN SHADEDf_BASED ON THE REVISED LAYOUTS ON SHEETS El_1AND E1 ❑❑EFIELD VERIFY ALL E-ISTING SITE CONDITIONS- E❑ THERE ARE E-ISTING HIGH LEG DELTA CONNECTED ELECTRICAL PANELS BEING REMODELED IN THIS PROJECT❑ EC SHALL TRACE ALL REMAINING CIRCUITS AND RECONNECT AS RE- UIRED-THE EC SHALL GENERATE NEW PANEL SUMMARIES FOR EACH REMODELED PANEL_ LIGHTING NOTESF 10 E_ISTING LIGHTING CIRCUITING THIS ROOM TO REMAIN AS INSTALLED - MAKE CONNECTIONS TO NEW LIGHT FI -TURES ON E_ISTING CIRCUITS- O NEW EMERGENCY BATTERY EGRESS OR E-1T LIGHT❑CONNECTED TO UNSWITCHED LIGHTING CIRCUIT SERVING ROOM❑ E❑TEND CONDUCTORS AND MAKE CONNECTIONS AS RE❑UIRED❑ 1 WATTSTOPPER LINE VOLTAGE1NALL SWITCH❑OCCUPANCY SENSOR TO CONTROL ROOM LIGHTS -REPLACE E-ISTING LIGHT SWITCHES AS RE- UIRED❑(NO OCCESENSORS IN MECHANICAL OR ELECTRICAL ROOMS- O WATTSTOPPER LINE OR LOW VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (W-POWER PACK AS RE- UIREDECTO CONTROL ROOM LIGHTS- • WATTSTOPPER LOW VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (W-POWER PACK AS RE_UIRED_ TO PROVIDE (--CIRCUIT CONTROL ROOM LIGHTS INDICATED BY SWITCHING DESIGNATION❑ O CONNECT NEW WALL LIGHT TO E ISTING LAMPHOLDER AND CONTROL WITH E-ISTING SWITCH❑ CUT AND PATCH E_ISTING WALL FINISHES AS RE❑UIRED TO INSTALL NEW ELECTRICAL BO❑ AND CONDUIT - REVISE E❑ISTING SWITCHING AS INDICATED- PROVIDE NEW DEVICES❑ O EC SHALL DISCONNECT AND REMOVE E❑ISTING LIGHT FI-TURES❑ SWITCHES -JUNCTION BO❑ESESUPPORTS000NDUIT❑AND WIRING SHOWN DASHED _OR AS RE❑UIRED- MAINTAIN SERVICE TO E[ISTING FI-TURES TO REMAINIECOORDINATE WITH DETAIL -FE 1 ❑1 ❑ © E_ISTING LIGHT FI_TURES-AND❑OR CONTROLS TO REMAIN AS INSTALLED- MAKE NEW POWER CONNECTIONS AS RE_UIRED BY REMODELING- COORDINATE WITH DETAIL =1LE1 ❑1 ❑ © E_ISTING ELECTRICAL E-UIPMENT TO REMAIN❑MODIFY AS INDICATED ON SHEETS El-1AND E1- -- SEE GENERAL DEMOLITION NOTES - OD E❑ISTING LIGHTING CONTROLS THIS ROOM TO BE MODIFIED AS INDICATED ON DETAIL El -1-E- ISTING LIGHT FI-TURES TO BE REMOVED AND REPLACED WITH NEW LED FI-TURES AS SHOWN - • REMOVE E❑ISTING ❑WAY SWITCHING AND REVISE AS SHOWN ON DETAIL ❑ E1 ❑1 ❑ OF REMOVE ❑❑AMP DISCONNECT (TAP AHEAD OF MAIN SWITCH CIRCUITING AND E_ISTING E❑IT AND EMERGENCY LIGHTING FI -TURES THIS AREA- SEE NOTE IN DETAIL --E1-1 FOR REPLACEMENT OF EMERGENCY _E_IT LIGHTING ON UPPER LEVEL • CU 0 M M n �o N �o �o 0 O W z Z_ N J a Q �Z Wiz W W rZN v W �C W OW M M M I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the stated innes Je�'ey A. le I, '.E Date: .29.2016 Reg. No: 43926 N 421 dIm IT AlTnrf11171171 Structural - Mechanical - Electrical Consulting Engineers 1 AI N r' M MN I1I_Li T_ (u u u w FMi(�000000�001 ORIGI_ISSUE DATE❑ ❑= REVISIONS co .0 03 CD ce . • > _ ct Li 5 '�- J U IZ i1 O� _��� h C„)J�i II II II II Z O J Z OQ 2J in 0- 0 0 J Z Q 0 rr=nn EV Ua J Z w Q E1O1 LOWER LEVEL FLOOR PLAN ELECTRICAL LIGHTING E1 1 1 1 " d-1 111V 1 JEIEE (0011 ❑ GENERAL • •N NOTES■ DEMOLITION NOTES 0 VERIFY WHICH UNIT TO BE REMOVED REPLACED WITH MECH CONTRACTOR i 0 0 0 ?) 0 (s1 0 DA 0 7 I — \FLOOR DEI10 7 OA L1— � o 0 LOWER LEVEL DEMOLITION PLAN EELECTRICAL POWER 1 EIT ❑1 mlrl' PNLiIL ❑❑EI WP VERIFY WHICH UNIT TO BE REMOVED❑ REPLACED WITH MECH CONTRACTOR GARAGE 122 PNL11'11 DATAI ELECT (120 LOWER LEVEL PLAN 1❑1'1'1 ' PNL_ PNL1 � O PNL PNL h H CONFERENCE VESTIBULE 101 SYSTEMS O %% III/ \\0 \ �',\ I I , PNL❑[ID1 PNL❑[ID❑ 1 //-0 JAN❑ (118) ELECTRICAL POWER E SYSTEMS SERVICE (103) R 0 1I PNL -I�❑ • 0 OPEN OFFICE (104) OFFICE (105) 13gt ❑❑ ❑❑ HALL FLOOR DEMO-----"`-- // \�- 0 4. U PNL1 I' u PNL 1 HALL ❑1 ' ELL,. (110) WOMEN �0K 0 �0� � , Ac O �SFFICE / /108) as 0 ❑ PNL❑LE PNL❑ ■ MECHANICAL I (106) HALL (116) VESTIBULE (109) 0 dd I IIIII DE= IIII LUNCHROOM PNLI II. 1❑ ❑1 Q GFI ❑' 0 BMW Pal M W �0 NORTH ALL 1 V 1 A A RECEPTACLES ARE GFCI WITHIN " OF SINK 0� PNL I' Li PNL 'I PNLuEE 7Cf� REFRI.I Eli'' LI I' % PNL 1f l PNL 1 PNL 1 PNL STORAGE 114' NORTH A❑ THESE DRAWINGS ARE BASED ON E❑ISTING DOCUMENTSC(AS AVAILABLE AND CASUAL FIELD OBSERVATION THE EC SHALL PERFORM A FIELD SITE VISIT AND FAMILIARIZE THEMSELVES WITH THIS PROJECT _PRIOR TO SUBMITTING THEIR BID. B- THE EC SHALL PERFORM ALL WORK IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS -AS WELL AS STATE AND LOCAL CODES_ C- THE EC SHALL FAMILIARIZE THEMSELVES WITH THE WORK OF OTHER TRADES ON THIS PROJECT -AND COORDINATE THE ELECTRICAL INSTALLATION TO AVOID FIELD CONFLICTS. D- THE DESIGN INTENT IS TO REMOVE LIGHT FI❑TURES_ RECEPTACLESCONDUITAND BO-ES-ETC-AS SHOWN DASHED- OR INDICATED ON WALLS BEING REMOVED EC SHALL RECONNECT ALL E-ISTING DEVICES THAT REMAINCSHOWN SHADED -BASED ON THE REVISED LAYOUTS ON SHEETS E1 ❑1 AND E1 ___FIELD VERIFY ALL E_ISTING SITE CONDITIONS- E - THERE ARE E-ISTING HIGH -LEG DELTA CONNECTED ELECTRICAL PANELS BEING REMODELED IN THIS PROJECT❑ EC SHALL TRACE ALL REMAINING CIRCUITS AND RECONNECT AS RE❑UIREDCTHE EC SHALL GENERATE NEW PANEL SUMMARIES FOR EACH REMODELED PANEL - CRITICAL ELECTRICAL NOTES _OWNER LEC WORK COORDINATION_ 1 ❑ THE ENTIRE CEILING AREA IS BEING CONVERTED FROM DUCTED RETURN TO AN AIR PLENUM RETURN CEILING_ ❑❑ EC LMC _ALL E_ISTING NON PLENUM CABLES FOR E❑UIPMENT TO REMAIN MUST EITHER BE REMOVED AND REPLACED WITH PLENUM RATED CABLING❑OR DISCONNECTED AND REINSTALLED IN RACEWAY❑ OWNERS IT PROVIDER TO REMOVE ALL DATA AND TELEPHONE CABLES_ EC TO DEMO WALLS AND COIL CABLES AT CEILING _ ALL ABANDONED NONPLENUM CABLING MUST BE REMOVED BACK TO SOURCE❑ OWNERS IT PROVIDER TO REMOVE DATA AND TELEPHONE CABLES ONLY_ MECHANICAL AND ELECTRICAL CONTRACTORS TO VERIFY IF ANY REMAINING CABLES NEED TO BE REMOVED OR REPLACED❑ (TEMPERATURE CONTROLIT TATS_ETCIUEALL E_ISTING CABLING IS TO BE VERIFIED AS TO ITS SUITABILITY FOR USE IN A PLENUM CEILING ENVIRONMENT -COORDINATE WORK WITH MECHANICAL FOR E_ISTING TEMPERATURE CONTROL WIRING. DA REMOVE E❑ISTING RECEPTACLESCJUNCTION BO❑ESEWIRINGCETC❑ AS RE❑UIRED BY REMODELING❑ REMOVE WIRING BACK TO NEAREST JrBO❑ TO REMAIN -OR TO PANEL- E-TEND WIRING AND CONDUIT AS RE - UIRED TO MAINTAIN SERVICE TO DOWNSTREAM DEVICES❑ SEE DETAIL _ E1 __ FOR NEW WORK_ O ELECTRICAL CONTRACTOR TO REMOVE DATA TELEPHONE DEVICES COVERPLATES -130-ES AND CONDUITS AS RE- UIRED BY WALL DEMOLITION❑COIL E_ISTING DATA:TEL__CABLES AT CEILING FOR REMOVAL BY OWNERS IT PROVIDER❑SEE DETAIL E1 -- FOR NEW WORK❑ O REMOVE E❑ISTING RECEPTACLESCJUNCTION BO❑ESLTV JACKS. ANTENNA CABLING ETC AS RE❑UIRED BY TV REMOVAL❑ REMOVE POWER WIRING BACK TO PANEL❑SEE DETAIL ❑E1 ❑❑ FOR NEW WORK__ 0 0 0 E❑ISTING ELECTRICAL E❑UIPMENT TO REMAIN❑ MODIFY AS INDICATED ON DETAIL 1IE1❑❑CSEE GENERAL DEMOLITION NOTES_ REMOVE E_ISTING CCTV CAMERA _ REMOVE E❑ISTING SECURITY KEYPAD AND ELECTRIC STRIKE CONNECTIONSCSEE DETAIL ❑IE1'-P FOR NEW WORK - REMOVE E_ISTING SPEAKERS AND VOLUME CONTROLSCJUNCTION BO-ES-WIRINGEETC-AS RE-UIRED BY CEILING REMOVAL❑ REMOVE WIRING BACK TO SOURCE❑ O REMOVE E❑ISTING WALL MOUNTED WIREWAY AND WIRING BACK TO SOURCE❑ABANDON FEED CONDUITS IN E❑ISTING WALLS TO REMAIN _I 0 0 0 REMOVE E❑ISTING DATA AND TELEPHONE WIRING BACK TO DATA CLOSET❑COORDINATE WITH OWNERS IT DEPT❑(REPLINCNEWED DISCONNECT E❑ISTING MECHANICAL EEUIPMENT_REMOVE CIRCUIT BACK TO SOURCE AS RE-UIREDC E❑ISTING MECHANICAL OR BUILDING E❑UIPMENT TO REMAIN IN SERVICE UNLESS NOTED OTHERWISE❑ O DISCONNECT E❑ISTING SPLIT SYSTEM AC UNIT AND RELOCATE POWER CONNECTION TO RM- 1---UNIT RELOCATED BY MECHANICAL❑ DM THIS IS A -❑_SWITCH "TAP AHEAD OF MAIN" DISCONNECT SERVING E-IT AND EMERGENCY LIGHTS -EC SHALL VERIFY IF UPPER LEVEL E_IT AND EMERGENCY LIGHTS ARE STILL CONNECTED TO THIS CIRCUIT -IF SO -DISCONNECT IS TO REMAIN - ALL NEW LOWER LEVEL E__IT AND EMERGENCY BATTERY LIGHTS TO BE FED FROM UNSWITCHED ROOM LIGHTING CIRCUIT IN ROOMS BEING SERVED -SEE LIGHTING PLANS- 0 DISCONNECT E❑ISTING CONDENSATE PUMP AND RELOCATE POWER RECEPTACLE TO NEAR E❑-GVIH IN RM_1 ___CP IS RELOCATED BY MECHANICAL - ELECTRICAL NOTESI_ ELECTRICAL NOTESI_ 0 PROVIDE POWER RECEPTACLE FOR RELOCATED CONDENSATE 11 CUT AND PATCH E_ISTING WALL AS RE_ UIRED TO INSTALL NEW PUMP AT CEILINGPROVIDE CIRCUIT AS RE_UIRED❑ DATALTELEPHONE OUTLET IN E_ISTING JUNCTION BO_ AS SHOWN_ VERIFY ❑UANTITY OF TELEPHONE -DATA CABLES RE UIRED AT 0 RELOCATE POWER CONNECTION TO SPLIT SYSTEM AC UNIT BEING EACH OUTLET AND PROVIDE BUSHED _ ___" OR 1" CONDUIT WITH RELOCATED TO THIS AREA FROM ADJACENT STORAGE ROOM_. PULL STRING TO CEILING SPACE _(__OR LESS CABLES _"C_(_ MOVE E _ISTING RECEPTACLES CONDUITS AND B0 -ES AS TO (—CABLES 1"C -INSTALLATION OF JACKSEFACEPLATES- RECUIRED TO LOCATE AC UNITE EC AND MC SHALL COORDINATE CABLES. LABELING AND TERMINATIONS BY OWNER- INFILL OF TRANSFER AIR OPENING WITH GENERAL CONTRACTOR THIS WALL_ 11 INSTALL NEW DATA_TELEPHONE OUTLET AS SHOWN_VERIFY ❑UANTITY OF TELEPHONE DATA CABLES RE-UIRED AT EACH 0 CUT AND PATCH E-ISTING WALL AS RE❑UIRED TO INSTALL NEW OUTLET AND PROVIDE BUSHED ❑" OR 1" CONDUIT WITH PULL RECEPTACLE OUTLET AS SHOWN❑ STRING TO CEILING SPACE❑(❑COR LESS CABLES ❑ ❑ TC❑(❑❑TO (❑C CABLES ❑ 1"CIHNSTALLATION OF JACKSI�ACEPLATES❑CABLES❑ 0 CUT AND PATCH E_ISTING WALL AS RE❑UIRED TO INSTALL NEW LABELING AND TERMINATIONS BY OWNER❑ DATA -TELEPHONE OUTLET AS SHOWNEVERIFY -UANTITY OF TELEPHONE _DATA CABLES RE _ UIRED AT EACH OUTLET AND PROVIDE BUSHED ❑-" OR 1" CONDUIT WITH PULL STRING TO CEILING SPACE❑(❑❑OR LESS CABLES E --'C-( -❑TO (0-CABLES - 1"C_INSTALLATION OF JACKS_FACEPLATES_CABLESCLABELING AND TERMINATIONS BY OWNER❑ 0 TV ❑AV ECUIPMENT ROUGH IN CONSISTING OF A IT ❑ T ❑ LI' BO❑ WITH ❑ GANG MUDRING FOR TV_DATA. HDMI PROVISIONS AT 1 Lr' AND AT ❑C' ON WALL -PROVIDE A 1" CONDUIT BETWEEN BO❑ES- AND A 1" BUSHED CONDUIT FROM EACH BO❑ TO THE CEILING SPACE PROVIDE A 1 _ V_RECEPTACLE AT EACH LOCATION:WIRED TO THE SAME 1 ❑❑ ECIRCUIT-AV (HDMI❑AND ANTENNA CABLING BY OWNER -DATA CABLING BY OWNER❑CUT AND PATCH AS RE--UIRED TO INSTALL BO_ES AND CONDUITS❑COORDINATE WITH ARCHITECTURAL FIRRINGC 0 CUT AND PATCH E-ISTING WALL NEAR NEW DOOR OPENING AS RE_ UIRED TO INSTALL NEW POWER CDATA OUTLETS SHOWN - PROVIDE DATA PROVISIONS PER NOTE ❑ABOVE - 0 INSTALL NEW DATA AND POWER OUTLETS IN KNEE WALL BELOW COUNTER TOP AS SHOWN_ PROVIDE DATA PROVISIONS PER NOTE -ABOVE- ° PROVIDE NEW WIRING AND CONNECTIONS TO NEW CONDENSING UNIT AS RE❑UIRED_ UNIT REPLACES AN E❑ISTING CU AT THIS LOCATION -VERIFY E-ISTING CONDITIONS❑ 0 INSTALL NEW BO- AND CONDUIT FOR A FUTURE ELECTRIC RANGE AT THIS LOCATION❑PROVIDE DEEP _GANG BO_ WITH EP ❑L, REC___ COVERPLATE❑AND A 1" C❑T--❑❑G HOMERUN BACK TO PANEL - IN ROOM 11 ❑A❑ 0 PROVIDE A 1 ❑V❑❑CAMP RELAY IN NEMA 1 ENCLOSURE TO CONTROL FAN F1-CONNECT TO ROOM LIGHTING SUCH THAT FAN RUNS WHEN EITHER RESTROOM IS OCCUPIED_ • v� CU 0 I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the stated innes Je�'ey A. le I, '.E Date: .29.2016 Reg. No: 43926 N I RI d Im IF A MITETI MITI nm Structural - Mechanical - Electrical Consulting Engineers 1 AI N r' M, MN I ➢JLJ T (u -HILL w FEEIVEEEIMEMEA 0 ORIGI_ISSUE DATE❑ ❑= REVISIONS Z Q co OQ O J 4 03 J co O �� 4:1) LI in AICe .ae • — J 203) 4i • U O CD 1 z _ E �UW W C.) —I H — CL II E102 ELECTRICAL SYMBOLS LIGHTING SYMBOLS SYSTEMS SYMBOLS SYSTEMS SYMBOLS POWER SYMBOLS MNT HT SYMBOL DESCRIPTION MNT HT SYMBOL DESCRIPTION MNT HT SYMBOL DESCRIPTION MNT HT SYMBOL DESCRIPTION I/ 4 VISUAL ALARM ANNUNCIATOR 1 44 TELEPHONE OUTLET 1 I_I' 10 RECEPTACLE SIMPLE. I � WALL MOUNTED FLUORESCENT !' w I [ 1 TELEPHONE OUTLET _WALL 1, P p@f RECEPTACLE DUPLE❑ 1, ll l FLUORESCENT t AUDIBLE VISUAL ALARM ANNUNCIATOR , TELEPHONE OUTLET ❑FLOOR 1 CI' ;;? RECEPTACLE UADPLE❑ [ HI i FLUORESCENT 4 MANUAL PULL TELEPHONE BACKBOARD O RECEPTACLE CEILING MOUNT 1 Q DATA OUTLET I FLUORESCENT 0 BELL STROBE CEILING MOUNTED Q DATA OUTLET FLOOR 1 " li= RECEPTACLE DUPLE❑ EMERGENCY 0 DOWNLIGHT WALLWASHER K) INT E T WALL FI TURE SCONCE OHIGH BAY OF SMOKE DETECTOR PHOTOELECTRIC P 0 SMOKE DETECTOR IONIZATION i 0 DUCT SMOKE DETECTOR PHOTOELECTRIC 0 DUCT SMOKE DETECTOR IONIZATION 1 " 1 " ® ® ‹I VOICE DATA OUTLET VOICE DATA OUTLET FLOOR DUAL DATA 1 [T p# RECEPTACLE UADPLE', EMERGENCY 1 p® RECEPTACLE SWITCHED k* COMPUTER RECEPTACLE ❑DUPLE❑ 1 ❑❑ FLUORESCENT 'EMERGENCY DUAL DATA [FLOOR ❑❑❑ FLUORESENT HEMERGENCY 0 HEAT DETECTOR H 1-0 CLOCK OUTLET * COMPUTER RECEPTACLE ❑❑UADPLE❑ * COMPUTER RECEPTACLE ❑DUPLE❑ CEILING MOUNT I FLUORESCENT I EMERGENCY Q DOOR HOLD OPEN FIIII HORN IfliE COMPUTER RECEPTACLE ❑❑UADPLE, I CEILING MOUNT STRIP FLUORESCENT 1-0 I STRIP WRAP EMERGENCY j/ DOWNLIGHT ❑EMERGENCY BELL II 11I HORN Fo O SPEAKER I (CEILING 1-0 SPEAKER (WALL •� COMPUTER RECEPTACLE ❑DUPLE, FLOOR CO COMPUTER RECEPTACLE • UADPLE • FLOOR • WALLWASHER ❑EMERGENCY ❑EIS FIRE ALARM ANNUNCIATOR PANEL M'Po FIRE ALARM CONTROL PANEL ❑i' K> VOLUME CONTROL ❑Er 14MICROPHONE WALL '� RECEPTACLE DUPLE FLOOR LT VI LIGHTING TRACK BUSWAY IV HEADS PER DRAWINGS � BATTERY PACK FS FLOW SWITCH MICROPHONE FLOOR MRECEPTACLE 1:, ,UADPLE', FLOOR TS TAMPER SWITCH » BATTERY PACK HEAD v as LiA REMOTE HEADS SINGLECDOUBLE❑TRIPLE E ITLIGHT WALL E ITLIGHT HEADS WALL 9 E ITLIGHT CEILING 0-1=1 SITE LIGHT uPOLE MOUNT 0 IN GRADE FI❑TURE fl FLOOD LIGHT C1' SWITCH ',SIMPLE IT!' $ SWITCH ❑PILOT LIGHT ❑EI4 SWITCH [DIMMER WATTAGE FHB FR FE FGB C� kD GB AC EL ES ML HELP BUTTON CARD READER RE IUEST TO E❑IT MOTION DETECTOR MOTION DETECTOR "CEILING MOTION DETECTOR ❑WALL GLASS BREAK DETECTOR WALL GLASS BREAK DETECTOR CEILING ALARM CONTACTS ELECTRIC LOCK ELECTRIC STRIKE MAGNETIC LOCK 1-0/ BUZZER 1-EO BELL FEi CHIME " FEI PUSHBUTTON Pa POWER DATA RACEWAY 1 " Tv TV OUTLET WALL Tv TV OUTLET CEILING Q) REFRIGERATION CONTROL CONDUIT •- RECEPTACLE -❑UAD FLOOR EMERGENECY CO) RECEPTACLE SPECIAL PURPOSE SEE DWGS 1 LI' F® RECEPTACLE ESPECIAL PURPOSE SEE DWGS 1 r-I' Fo JUNCTION B03 I WALL O JUNCTION B0 _ ❑CEILING O JUNCTION BO❑ ❑FLOOR MOTOR " ❑J DISCONNECT SWITCH III-1 FUSED DISCONNECT SWITCH 0 OCCUPANCY SENSOR KP KEYPAD ARMING STATION MISCELLANEOUS SYMBOLS 0 STARTER I o PUSHBUTTON LC I VEHICLE DETECTION LOOP LIGHTING CONTACTOR LR LOW VOLTAGE RELAY TV / CCTV CAMERA ',CEILING O KEY NOTE F69y SS MOTOR STARTER SWITCH Pc PHOTO CELL Tv / CCTV CAMERA [-WALL /ZZZ\ 1 THERMOSTAT \❑❑ E UIPMENT TAG Tv CCTV CAMERA PAN TILT ZOOM a' COMBINATION STARTER DISCONNECT 0 CONTACTOR DOOR CONTROL PANEL SCP c SECURITY SYSTEM CONTROL PANEL ET EMERGENCY TELEPHONE 04 ET EMERGENCY TELEPHONE BOLLARD —I 0 ATS GROUND METER AUTOMATIC TRANSFER SWITCH LTG REC PANELBOARD //// DISTRIBUTION PANELBOARD LIGHT FI TURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER LAMPS WATTAGE MOUNTING DESCRIPTION A LITHONIA ❑GTL❑LP❑❑C K LED 1 LUMENS ❑❑ LAY IN GRID ❑❑CLAY IN SHALLOW LED WITH ❑dCV❑ONLFF CONTROL Al LSI LPRTI:11 ILED SS WW UE K LED 1 LUMENS ❑❑ LAYIIN GRID 11' 117LAYIIN BASKET STYLE LED W 1111❑VEONI:OFF CONTROL B LITHONIA CIGTL❑ LPCI❑LI K LED LUMENS ❑❑ LAY IN GRID LAY IN SHALLOW LED WITH 1 V ON OFF CONTROL C LITHONIA L LM FST MVOLT ECK ❑❑CRI K LED ❑❑' LUMENS SURFACE " LENSED LED SURFACE WRAPAROUND W❑❑d NEON ADFF CONTROL Cl LITHOINIA GTLE LP❑❑❑ [ II I RECESSED 1 ❑❑CLAYINCSHALLOW LED WITH ❑d EV❑ONADFF CONTROL ❑❑❑CK LED ❑❑C1 LUMENS C LITHONIA WL L EZ1 LPI III K LED 11I II I LUMENS ❑❑ WALL " SURFACE WALLMOUNTED LED WITH 1 V ON OFF CONTROL D LIGHTING SCIENCE LS GLPI I WW 1 I[ ] WH S1 BI i K LED LUMENS RECESS J BO SEMI SURFACE MOUNTED SHALLOW DOWNLIGHT ON JUNCTION BO D1 LITHONIA LDN❑ ❑❑ ❑❑ LO❑AR 1 ❑❑ RECESSED RECESSED DOWNLIGHT ❑CONFERENCE ROOM ❑❑❑Il< LED ❑1 ❑❑ LUMENS E LITHONIA ECBR LED M LED SINGLE FACE UNIVERSAL SINGLE FACE BATTERY E IT LIGHT UNIVERSAL MOUNTING E1 LITHONIA ECBR LED M LED DUAL FACE UNIVERSAL DOUBLE FACE BATTERY E IT LIGHT UNIVERSAL MOUNTING EM LITHONIA ELM ,LED DBL HEAD LED WALL DOUBLE HEAD LED BATTERY EMERGENCY LIGHT El 1 VERIFY IN FIELD SURFACE (I I❑❑ANT❑TILK E❑ISTING 1 EN HEM" LAMP STRIP ROW MOUNTED EE1 VERIFY IN FIELD (1, II II WTI I K BRACKET ARM E ISTING FLUORESCENT SIGN LIGHTER E❑❑ VERIFY IN FIELD VERIFY IN FIELD KNUCKLE ARM E ISTING SMALL FLAGPOLE FLOOD LIGHT EI I❑ VERIFY IN FIELD VERIFY IN FIELD RECESS SOFFIT E ISTING LENSED DOWNLIGHT IN E TERIOR SOFFIT EI io VERIFY IN FIELD VERIFY IN FIELD KNUCKLE ARM E ISTING LARGE FLOOD LIGHT E n VERIFY IN FIELD VERIFY IN FIELD WALL BRACKET E ISTING DECORATIVE WALL LANTERN STYLE FI TURE • CU I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the stated innes. �.. Je�'ey A. le I, '.E. Date: .29.2016 Reg. No: 43926 N 1 IR d Im IF A m17111 71 nm Structural - Mechanical - Electrical Consulting Engineers 1 AI N r' M MN 11IJLi T (u HILL w FEEMEEEIMEME 1 ORIGI_ISSUE DATE❑ ❑= REVISIONS co c w O _I :17i D Ca CI O w C _ C U c� 7I71. J Q % = tY �l � G� z U OZr) iI �U �o7 7w C.)J2 2 W II i E103 d IilluID'❑❑(EE11❑ PANEL PNL 1 VOLT: 240 OCP: 100 REMARKS: HIGH LEG DELTA LOCATION: ELEC. RM. 120 PHS: 3 MAIN: MLO EX. PNL MOUNTING: SURFACE WRE: 4 CCT NO CB DESCRIPTION LOAD LOAD DESCRIPTION CB CCT NO 1 20/1 SPARE HEATER 30/2 2 3 - HIGH -LEG BLANK / / 4 5 20/1 LTG. GARAGE 0.8 HEATER 20/1 6 7 20/1 REC. GARAGE HEATER 20/2 8 9 20/1 HIGH -LEG BLANK / / 10 11 20/1 GARAGE UNIT HTR 0.2 A/C 20/2 12 13 20/1 GARAGE DOOR OPENER 0.9 / / 14 15 - HIGH -LEG BLANK HIGH -LEG BLANK - 16 17 20/1 RECEPTACLES 20/1 18 19 20/1 RECEPTACLES SPACE - 20 21 - HIGH -LEG BLANK HIGH -LEG BLANK - 22 23 20/1 LIGHTS -VERIFY REC'S UNDER PANEL 20/1 24 25 20/1 BOOKING A/C 20/1 26 27 - HIGH -LEG BLANK HIGH -LEG BLANK - 28 29 20/1 REC'S UNDER PANEL 20/1 30 31 20/1 REC'S UNDER PANEL 20/1 32 33 - HIGH -LEG BLANK HIGH -LEG BLANK - 34 35 20/1 SPACE - 36 37 - SPACE SPACE - 38 39 - HIGH -LEG BLANK HIGH -LEG BLANK - 40 41 - SPACE SPACE - 42 TOTAL CONN. kW: 1.9 DEMAND AM PS: 4.4 TOTAL DEMAND kW 1.8 LONG CONN. AMPS: 5.5 PANEL PNL 4 VOLT: 240 OCP: 200 REMARKS: SINGLE PHASE LOCATION: HALL 117 PHS: 1 MAIN: MLO EX. PNL MOUNTING: FLUSH WRE: 3 CCT NO CB DESCRIPTION LOAD LOAD DESCRIPTION CB CCT NO 1 20/1 OUTSD. REC. / WEST REC. 1.2 OUTSIDE LIGHTS 20/1 2 3 20/1 OUTSD. REC. / WEST REC. POST LIGHTS 20/1 4 5 20/1 LIGHTS TIME CLOCK 20/1 6 7 20/1 LIGHTS LIGHTS 20/1 8 9 20/1 RECEPTACLES RM 101 LIGHTS 20/1 10 11 20/1 BATHRM REC FLAGPOLE LIGHTS 20/1 12 13 20/1 LIGHTS RM. 106 4 PLEX RECEPTACLES 20/1 14 15 20/2 WATER HEATER OFFICER'S WIREMOLD 20/1 16 17 / / EXISTING ??? 20/2 18 19 20/1 WATER SOFTENER / / 20 21 20/2 WELL EXISTING ??? 20/2 22 23 / / / / 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONN. kW: 1.2 DEMAND AM PS: 5.3 TOTAL DEMAND kW 1.3 LONG CONN. AMPS: 6.6 -I 1 A 1- HIGHILEG DELTA CT CABINET WITH BACKUP GENERATOR CONNECTION RECEPTACLE (_11-SINGLE PHASE 111 V UTILITY COMPANY PAD MOUNT TRANSFORMERS -1- GRADE ) l i l I UTILITY CO PRIMARY CUT] REPLACES E❑ISTING CU❑SEE MECHANICAL -A HIGHIEC_ DELTA SERVICE PANEL PNL 2 VOLT: 240 OCP: 100 REMARKS: HIGH -LEG DELTA LOCATION: ELEC. RM. 120 PHS: 3 MAIN: 100 EX. PNL MOUNTING: SURFACE WRE: 4 CCT NO CB DESCRIPTION LOAD LOAD DESCRIPTION CB CCT NO 1 - SPACE - 2 3 - HIGH -LEG BLANK HIGH -LEG BLANK - 4 5 - SPACE - 6 7 20/1 ELEC. RM. REC'S - 8 9 - HIGH -LEG BLANK HIGH -LEG BLANK - 10 11 20/2 EX LOG CABIN PNL - 12 13 / / - 14 15 - HIGH -LEG BLANK HIGH -LEG BLANK - 16 17 20/1 EX. FRT POST REC'S 0.4 - 18 19 20/1 EX. FRT POST REC'S 0.4 EX. PK LOT ISL. CITY HALL 20/2 20 21 - HIGH -LEG BLANK / / 22 23 20/1 EX M. SIGN LTS 0.4 EX. CLERKS HEATER 20/1 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONN. kW: 1.2 DEMAND AM PS: 3.2 TOTAL DEMAND kW 1.3 LONG CONN. AMPS: 4.0 PANEL PNL 5 VOLT: 240 OCP: 200 REMARKS: SINGLE PHASE LOCATION: 2ND FLOOR PHS: 1 MAIN: MLO EX. PNL MOUNTING: FLUSH WRE: 3 CCT NO CB DESCRIPTION LOAD LOAD DESCRIPTION CB CCT NO 1 20/1 SPARE CLERKS/ ADM IN REC. 20/1 2 3 20/1 SPARE WEST OFFICE 4 PLEX REC. 20/1 4 5 20/1 COUNCIL REC. E OF DOOR E. OFFICE LIGHTS 20/1 6 7 20/1 REC. COUNCIU CLERICAL CLERICAL LIGHTS 20/1 8 9 20/1 WP REC. @ ENTRY VESTIBULE LIGHTS 20/1 10 11 20/1 COUNCIL RM LIGHTS W OFF. LTS / TOP L. COPIER 20/1 12 13 20/1 COUNCIL RM LIGHTS ??? 20/1 14 15 20/1 COUNCIL REC. W OF DOOR CONFERENCE REC. 20/1 16 17 20/1 WATER COOLER CONF. LTS / TV / REC. 20/1 18 19 20/1 LOWER LVL RECEPTS ??? 20/1 20 21 20/1 HEATER R. CUBICLES ??? 20/1 22 23 20/1 HEATER R. CHASE ??? 20/1 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONN. kW: DEMAND AM PS: 0.5 TOTAL DEMAND kW 0.1 LONG CONN. AMPS: 0.7 ROOF Rml PANEL PNL 3 VOLT: 240 OCP: 200 REMARKS: HIGH -LEG DELTA LOCATION: RM. 118A PHS: 3 MAIN: MLO EX. PNL MOUNTING: SURFACE WRE: 4 NEW C.B. SHOWN IN BOLD TEXT CCT NO CB DESCRIPTION LOAD LOAD DESCRIPTION CB CCT NO 1 1 20/1 ??? 0.8 LUNCHROOM REC. 20/1 2 3 - HIGH -LEG BLANK HIGH -LEG BLANK - 4 5 20/1 ??? 1.6 MICROWAVE 20/1 6 7 20/1 ??? 1.6 MICROWAVE 20/1 8 9 - HIGH -LEG BLANK HIGH -LEG BLANK - 10 11 20/1 ??? 1.1 LL LIGHTS EAST 20/1 12 13 20/1 COFFEE REC. 1.4 1.5 LL LIGHTS WEST 20/1 14 15 - HIGH -LEG BLANK HIGH -LEG BLANK - 16 17 2011 COFFEE REC. 1.4 0.6 EWC-1 WATER COOLER 15/1 18 19 2011 COFFEE REC. 1.4 EF-1 TOILET EXHAUST 15/1 20 21 - HIGH -LEG BLANK HIGH -LEG BLANK - 22 23 20/1 REFRIGERATOR REC. 1.2 1.2 GF-1 GAS FURJCON. PMP 1511 24 25 60/2 FUTURE RANGE 4.0 1.3 CU-8 COND. UNIT GF-1 2011 26 27 / / 4.0 HIGH -LEG BLANK - 28 29 20/1 LUNCHRM AV/ TV REC. 1.6 COPIER 4 PLEX 2011 30 31 20/1 OFF.HALL,TLT,STO. REC. 1.4 1.2 CONF. RM RECEPT 2011 32 33 - HIGH -LEG BLANK HIGH -LEG BLANK - 34 35 20/1 OFFICE COMP. REC. (3) 1.5 1.0 CONF. RM. TV/ AV 20/1 36 37 20/1 OFFICE REC. 1.2 1.2 HALL, OFFICE RECEPT. 2011 38 39 - HIGH -LEG BLANK HIGH -LEG BLANK - 40 41 20/1 OFFICE COMP. REC. (3) 1.5 1.5 OFFICE COMP. REC. (3) 20/1 42 TOTAL CONN. kW: 35.2 DEMAND AM PS: 68.4 TOTAL DEMAND kW 28.4 LONG CONN. AMPS: 85.5 NOTED 1 ❑_i❑ DVOLT HIGHIlEG DELTA SERVICED ELECTRICAL CONTRACTOR SHALL VERIFY ALL ASPECTS OF THIS RISERiEPANEL FEEDERSEPANEL SUMMARIES'ETCCTO DETERMINE LOADS AND AVAILABILITY OF 1 ❑i=VOLT BRANCH CIRCUITSCUPDATE ALL PANEL SUMMARIES (PNLS 1 m❑TO REFLECT FIELD CONDITIONS❑ Ur MODIFY E❑ISTING FEEDER AS RE❑UIRED TO • SERVE NEW E❑UIPMENT CUnESEE SHEET ME1 A HIGH LEG DELTA SERVICE PNL 1 1- MLO r RM -1 LOWER LVL PNL C MLO RM 1-1 -LA 1 V _P W HIGHiLLEG DELTA SWITCHBOARD MDP SWITCHBOARD SCHEDULE Q -I❑ III] MAIN FUSED SW ❑❑❑❑❑A FUSES JEL JFUSED SW❑❑❑ioA FUSES -LIBRARY HEATER ❑❑®FUSED SW❑❑❑ioA FUSES -POLICE HEATER ❑ 1 ❑❑® FUSED SW❑❑1 ❑-A FUSES ❑PANEL 1 i-I 1 ❑❑D FUSED SW❑❑1 ❑CA FUSES ❑PANEL ❑ ❑❑i❑ -- FUSED SW❑❑❑ ❑A FUSES PANELS D ❑C ❑: ❑C FUSED SW❑❑❑❑❑A FUSES ❑AIR COND❑ Ia ❑t❑u FUSED SW❑❑❑❑❑A FUSES ❑❑❑❑ PANEL of ROOF PNL _ __A MLO UPPER LVL C 1 1� ELECTRICAL RISER DIAGRAM I-- 1 PNL - -A MLO PNL -_ A MLO RM -11 -A RM -11- AIR CONDITIONING LOWER LVL 1 E_iISTING CONDENSING UNITS TO REMAIN IN SERVICE GRADE SCALEENONE 0 M M �o N 0 H O W Z Z t/f J O a Q 0 W Z D Z 02 W W rZN v W Y w 5 Ili M M M I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the stated innes Je;'eyA. le I, '.E Date: .29.2016 Reg. No: 43926 NV\ N III IIIIRIdIII A III IIII Structural - Mechanical - Electrical Consulting Engineers 11 I I I II I I_IA_ II NI rt MIIJIILLILLILILLMN I:J-I_JIJG TEE(DDi 1:11:11:0 OFOm(iH00001-1D I II 1 ORIG❑ISSUE DATEC ❑❑® REVISIONSI_ 2 Q 0 y f Q .o 0 0 � co ct J Lij O LLJ w C Q c oC io- 0 >nl JC0 =cti QW z 2J�i iU_1 O5�� L 2.� 1 Uw -O�'ii'�'JU C.3J2 H 2 W� E104 © -Id]IIIuILYME(0011❑ MEDINA PROJECT MANUAL FOR CITY HALL LOWER LEVEL RENOVATION 2052 COUNTY ROAD 24 MEDINA, MN 55340 BIDDING & CONTRACTING REQUIREMENTS DIVISIONS 2 THROUGH 26 March 29, 2016 292 Design Group 3533 East Lake Street Minneapolis, MN 55406 612.767.3773 www.292designgroup.com MEDINA CITY HALL LOWER LEVEL RENOVATION BIDDING AND CONTRACTING REQUIREMENTS Project: City Hall Lower Level Renovation 292 Project #16010.00 Location: Medina City Hall 2052 County Road 24, Medina, MN 55340 Contact: Dusty Finke City Planner dusty.finke@ci.medina.mn.us 763.473.8846 Architect: 292 Design Group 3533 East Lake Street Minneapolis, MN 55406 Contact: Pam Anderson, AIA Project Architect panderson@292designgroup.com 612.767.9094 Structural, Mechanical and Electrical Engineer: Nelson-Rudie & Associates 9100 49th Avenue North New Hope, MN 55428 Contact: Eric Nebelung, PE eric.nebelung@nelsonrudie.com 763.367.7623 Mechanical: Myron Klemz myron.klemz@nelsonrudie.com 763.367.7651 Electrical: Architect: Mechanical Engineer: SECTION 00 01 05 CERTIFICATIONS I hereby certify that this Specification, Divisions 1 through 13, were prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. ela Anderson, AIA Reg. No. 21241 I hereby certify that this Specification, Divisions 22 and 23, were prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of State of Minnesota. r Michael Woehrle, PE 3-Zq*/ Reg. No. 42815 Electrical Engineer: I hereby certify that this Specification, Division 26, were prepared by me nder my direct supervision and that I am a duly licensed Prof si al Engineer dere laws of the State of Minnesota. Jeffrey f'iehI, PE END OF SECTION Reg. No. 43926 16010.00 / Medina City Hall Lower Level Renovations 00 01 05 - 1 CERTIFICATIONS SECTION 00 01 10 TABLE OF CONTENTS Division 00 -- Procurement and Contracting Requirements 00 01 05 - Certifications Page 00 01 10 - Table of Contents 00 10 00 - Advertisement for Bids 00 11 00 - Instructions to Bidders 00 40 00 - Bid Form 00 50 00 — Forms of Agreement 00 60 00 — Project Forms 00 70 00 - General Conditions Division 01 -- General Requirements 01 10 00 - Summary 01 20 00 - Price and Payment Procedures 01 23 00 - Alternates 01 30 00 - Administrative Requirements 01 40 00 - Quality Requirements 01 50 00 - Temporary Facilities and Controls 01 60 00 - Product Requirements (including substitution requests) 01 60 01 — Substitution Request Form 01 70 00 - Execution and Closeout Requirements Division 02 -- Existing Conditions 02 41 00 - Demolition Division 03 -- Concrete 03 30 00 - Cast -in -Place Concrete (Floor Patching) Division 06 -- Wood, Plastics, and Composites 06 10 00 - Rough Carpentry 06 41 00 - Architectural Wood Casework Division 07 -- Thermal and Moisture Protection 07 92 00 - Joint Sealants 16010.00 / Medina City Hall Lower Level Renovations 00 01 10 - 1 TABLE OF CONTENTS Division 08 -- Openings 08 11 13 - Hollow Metal Doors and Frames 08 14 16 - Flush Wood Doors 08 71 00 - Door Hardware 08 80 00 - Glazing Division 09 -- Finishes 09 05 61 - Common Work Results for Flooring Preparation 09 21 16 - Gypsum Board Assemblies 09 30 00 - Tiling 09 51 00 - Acoustical Ceilings 09 65 00 - Resilient Tile, Base and Trim 09 68 13 - Tile Carpeting 09 91 23 - Interior Painting Division 10 -- Specialties 10 11 01 - Visual Display Boards 10 21 13.13 — Metal Toilet Compartments 10 28 00 — Toilet Accessories Division 12 -- Furnishings 12 36 00 — Countertops Division 22,23 —Mechanical Specifications Division 26, 27 — Electrical Specifications END OF TABLE OF CONTENTS 16010.00 / Medina City Hall Lower Level Renovations 00 01 10 - 2 TABLE OF CONTENTS ADVERTISEMENT FOR BIDS CITY HALL LOWER LEVEL RENOVATIONS FOR THE CITY OF MEDINA HENNEPIN COUNTY, MINNESOTA NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Medina at the office of the City Administrator until 2:00 p.m. CDT, Tuesday, April 26, 2016, at the City Offices located at 2052 County Road 24, Medina, MN 55340 and will be publicly opened and read at said time and place by representatives of the City of Medina. Said proposals for the furnishing of all labor and materials for the construction, complete in -place of the renovation of 3,000 SF of the lower level of the City of Medina. Work includes the reconfiguration of office spaces, staff lunchroom, relocation of toilet rooms and improvements to finishes along with new lighting, power, and mechanical distribution. The bids must be submitted on the Proposal Forms provided in accordance with the Contract Documents, Plans, and Specifications as prepared by 292 Design Group, 3533 East Lake Street, Minneapolis, MN 55406 which are on file with the city and may be reviewed at City Hall. Complete digital Proposal Forms, Plans, and Specifications for use by Contractors submitting a bid are available at www.franzrepro.com. You may download the digital plan documents for a nonrefundable fee from their website. The provisions of Minn. Stat. 16C.285 Responsible Contractor are imposed as a requirement of this contract. All bidders and persons or companies providing a response/submission to the Advertisement for Bids/RFP of the City shall comply with the provisions of the statute. No bids will be considered unless sealed and filed with the City Administrator of Medina and accompanied by a cash deposit, cashier's check, or certified check, or bid bond made payable to the City of Medina for five percent (5%) of the amount bid, to be forfeited as liquidated damages in the event that the bid be accepted and the bidder fails to enter promptly into a written contract and furnish the required bond. No bids may be withdrawn for a period of sixty (60) days from the date of opening of bids. The City of Medina reserves the right to reject any or all bids. DATED: April 5, 2016 BY ORDER OF THE CITY COUNCIL s/s Scott Johnson City Administrator Medina, MN SECTION 00 11 00 INSTRUCTIONS TO BIDDERS PART 1 — GENERAL 1.01 SUMMARY A. The "Instructions to Bidders" American Institute of Architects Document A701, 1997 Edition is hereby made part of these Contract Documents and is incorporated herein by reference. B. A copy of this document may be obtained from the Architect. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED City Hall Lower Level Renovation END OF SECTION 00 11 00 00 11 00 - 1 INSTRUCTIONS TO BIDDERS SECTION 00 40 00 BID FORM 1.01 TO: A. Owner City of Medina 2052 County Road 24 Medina, MN 55340 B. Architect 292 Design Group 3533 East Lake Street Minneapolis, MN 55406 1.02 FOR: A. City Hall Lower Level Renovation. 1.03 DATE: (BIDDER TO ENTER DATE) 1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS) A. Bidder's Full Name 1. Address 2. City, State, Zip 1.05 OFFER A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by 292 Design Group for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Sum of: B. Base Bid: dollars ($ ). (Enter in words and numbers) C. Alternate No. 1: Provide price for XXX: ADD or DEDUCT (circle one) dollars ($ ), (Enter in words and numbers) D. We have included the required security deposit as required by the Instruction to Bidders. E. We have included the required performance assurance bonds in the Bid Amount as required by the Instructions to Bidders. F. All applicable federal taxes are included and State of Minnesota taxes are included in the Bid Sum. City Hall Lower Level Renovation 00 40 00 - 1 BID FORM 1.06 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date. B. If this bid is accepted by Owner within the time period stated above, we will: 1. Execute the Agreement within seven days of receipt of Notice of Award. 2. Furnish the required bonds within seven days of receipt of Notice of Award. C. If this bid is accepted within the time stated, and we fail to commence the Work or we fail to provide the required Bond(s), the security deposit shall be forfeited as damages to Owner by reason of our failure, limited in amount to the lesser of the face value of the security deposit or the difference between this bid and the bid upon which a Contract is signed. D. In the event our bid is not accepted within the time stated above, the required security deposit shall be returned to the undersigned, in accordance with the provisions of the Instructions to Bidders; unless a mutually satisfactory arrangement is made for its retention and validity for an extended period of time. 1.07 CONTRACT TIME A. If this Bid is accepted, we will: B. Complete the Work in 120 calendar days from Notice to Proceed. 1.09 ADDENDA A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum # Dated 2. Addendum # Dated 1.11 BID FORM SIGNATURE(S) A. The Corporate Seal of (Bidder - print the full name of your firm) B. was hereunto affixed in the presence of: (Authorized signing officer, Title) C. (Seal) (Authorized signing officer, Title) City Hall Lower Level Renovation End of Bid Form 00 40 00 - 2 BID FORM SECTION 00 52 00 FORMS OF AGREEMENT PART 1 GENERAL 1.1 SCOPE A. The Forms of Agreement for this project shall be the Standard Form of Agreement for Construction Contracts as issued by the Owner, including, as reference therein, AIA Document A105-2007 Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project as modified by the Owner. B. A copy of this document may be requested from the City. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used City Hall Lower Level Renovation 00 52 00 - 1 FORMS OF AGREEMENT SECTION 00 60 00 PROJECT FORMS PART 1 GENERAL 1.1 SCOPE A. The forms referenced in this Section shall be executed and submitted by the Contractor in accordance with the General Conditions of the Contract and, as applicable, the Summary of the Work and Closeout Procedures. PART 2 PRODUCTS 2.1 BID SECURITY (OR BOND) A. If required by the Instructions to Bidders, provide: 1. Surety Bond issued by a surety company authorized to conduct business in the State of Minnesota; or 2. Certified check drawn on a solvent bank, made payable to the Owner. 2.2 PERFORMANCE AND PAYMENT BOND A. Performance and Payment Bonds are required for all work exceeding $50,000 and at the discretion of the Owner for work less than $50,000. Bonds shall be submitted to the Owner on AIA Document 312. 2.3 SCHEDULE OF VALUES A. The Schedule of Values shall be compatible with the AIA Document G703 continuation sheet accompanying applications for payment and shall include a breakdown of material and labor for each scheduled value. B. For projects with multiple funding sources: 1. The Schedule of Values shall also be broken down by funding source. C. A sample Schedule of Values is included following this section. 2.4 CERTIFICATE OF INSURANCE A. Refer to AIA Document A105-2007 Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project as modified by the Owner. 2.5 PAYMENT APPLICATION FORMS A. Payment applications shall included the following documents: 1. The Contractor's invoice — one (1) copy 2. AIA Document G702 Application and Certification for Payment, certified — one (1) copy 3. AIA Document G703 Continuation Sheet — one (1) copy 2.6 CONSENT OF SURETY A. AIA Document G707 Consent of Surety Company to Final Payment, for work requiring a performance and payment bond, shall be executed and submitted prior to request for reduction in retainage or Final Payment. 2.7 EVIDENCE OF PAYMENT AND RELEASE OF LIENS A. AIA Document G706 Contractor's Affidavit of Payment of Debts and Claims shall be completed and submitted by the Contractor prior to release of Final Payment. B. AIA Document G706A Contractor's Affidavit of Release of Liens shall be completed and submitted by the Contractor prior to release of Final Payment. City Hall Lower Level Renovation 00 60 00 - 1 PROJECT FORMS 2.8 STATE AFFIDAVIT OF WITHHOLDING A. State Form IC 134 shall be completed and submitted by the Contractor, Subcontractors and Sub -subcontractors prior to release of Final Payment. PART 3 EXECUTION Not Used END OF SECTION City Hall Lower Level Renovation 00 60 00 - 2 PROJECT FORMS SECTION 00 70 00 CONDITIONS OF THE CONTRACT PART 1 GENERAL 1.1 SCOPE A. AIA Document A201 - 2007, General Conditions of the Contract for Construction is hereby made a part of this Project Manual by reference. A copy may be requested from the Architect. B. Contractor understands and acknowledges that it has fully reviewed and understands these General Conditions. Contractor further represents that it has made its project bid with a full understanding of, and agreement to be bound by, all the respective rights and obligations of the Owner and Contractor under these General Conditions. C. The provisions and requirements of this document shall apply to Contractors and Subcontractors. 1.2 RESPONSIBILITIES OF THE CONTRACTOR A. The Contractor shall assume the responsibility of verifying that all of their suppliers, subcontractors, sub -subcontractors, their agents and representatives are fully aware of the provisions and requirements in the Project Manual. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used City Hall Lower Level Renovation 00 70 00 - 1 CONDITIONS OF THE CONTRACT SECTION 01 10 00 SUMMARY PART GENERAL 1.01 PROJECT A. Owner's Name: City of Medina. B. Architect's Name: 292 Design Group. C. The Project consists of remodeling of the lower level of the existing city hall. Work includes removal of some walls, construction of new walls, replacement of ceilings and flooring, painting and some cabinetry. Mechanical modifications, changes to power and data and replacement of lighting is also included. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in 00 21 00 Proposal Requirements. 1.03 DESCRIPTION OF ALTERATIONS WORK A. Scope of demolition and removal work is shown on drawings and specified in Section 02 41 00. B. Scope of alterations work is shown on drawings. C. Renovate the areas shown on the drawings, complete, including operational mechanical, plumbing and electrical work and finishes. D. Owner will remove all loose items before start of work. 1.04 OWNER OCCUPANCY A. Owner intends to continue to occupy the upper level for the conduct of normal operations. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. B. Schedule the Work to accommodate Owner occupancy. 1.06 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas noted on Drawings. B. Arrange use of site and premises to allow Owner occupancy. C. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. D. Utility Outages and Shutdown: 1. Do not disrupt or shut down life safety systems, without 7 days notice to Owner and authorities having jurisdiction. 2. Prevent accidental disruption of utility services to other facilities. 1.07 WORK SEQUENCE A. Coordinate construction schedule and operations with Owner. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION City Hall Lower Level Renovation 01 10 00 - 1 SUMMARY SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES PART GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. B. Documentation of changes in Contract Sum and Contract Time. C. Change procedures. D. Correlation of Contractor submittals based on changes. E. Procedures for preparation and submittal of application for final payment. 1.02 SCHEDULE OF VALUES A. Form to be used: AIA Document G702. B. Forms filled out by hand will not be accepted. C. Submit Schedule of Values in duplicate within 15 days after date of Owner -Contractor Agreement. D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. 1.03 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. Execute certification by signature of authorized officer. E. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products. F. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. G. Submit three copies of each Application for Payment. H. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. 1.05 MODIFICATION PROCEDURES A. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to the Contract Documents. B. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor. C. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. 1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time. 2. Promptly execute the change. D. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be City Hall Lower Level Renovation 01 20 00 - 1 PRICE AND PAYMENT PROCEDURES considered valid. Contractor shall prepare and submit a fixed price quotation within ten (10) days. E. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01 60 00. F. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. G. Substantiation of Costs: Provide full information required for evaluation. 1. On request, provide following data: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented. 2. Support each claim for additional costs with additional information: a. Origin and date of claim. b. Dates and times work was performed, and by whom. c. Time records and wage rates paid. d. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 3. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. H. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. I. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. J. Promptly revise progress schedules to reflect any change in Contract Time, revise sub - schedules to adjust times for other items of work affected by the change, and resubmit. K. Promptly enter changes in Project Record Documents. 1.06 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 70 00. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION City Hall Lower Level Renovation 01 20 00 - 2 PRICE AND PAYMENT PROCEDURES SECTION 01 23 00 ALTERNATES PART GENERAL 1.01 SECTION INCLUDES A. Description of alternates. B. Procedures for pricing alternates. C. Documentation of changes to Contract Price and Contract Time. 1.02 RELATED REQUIREMENTS A. Section 00 21 00 -- Proposal Requirements: Instructions on preparing bids. 1.03 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted alternates will be identified in the Owner -Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternate. The price for each alternate shall include all labor and materials related to completion of work for each alternate and any related work associated with accepting such alternate. 1.04 SCHEDULE OF ALTERNATES A. Alternate No. 1: Provide price for XXX PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION City Hall Lower Level Renovation 01 23 00 - 1 ALTERNATES SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. Electronic document submittal. B. Preconstruction meeting. C. Progress meetings. D. Construction progress schedule. E. Submittals for review, information, and project closeout. F. Submittal procedures. 1.02 PROJECT COORDINATION B. Cooperate with the Owner's Contact in allocation of mobilization areas of site; for access and parking facilities. C. During construction, coordinate use of site and facilities through the Owner's Contact. D. Comply with instructions of the Owner's Contact for use of utilities and construction facilities. E. Architect: Comply with Architect's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. F. Make the following types of submittals to the Architect: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Manufacturer's instructions and field reports. 6. Applications for payment and change order requests. 7. Progress schedules. 8. Coordination drawings. 9. Closeout submittals. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 ELECTRONIC DOCUMENT SUBMITTAL A. All documents transmitted for purposes of administration of the contract, with the exception of pay applications, are to be in electronic (PDF) format and transmitted via email or exchange website. 1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, and any other document any participant wishes to make part of the project record. 2. It is Contractor's responsibility to submit documents in PDF format. 3. Paper document transmittals will not be reviewed. 4. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts. City Hall Lower Level Renovation 01 30 00 - 1 ADMINISTRATIVE REQUIREMENTS 3.02 PRECONSTRUCTION MEETING A. Owner will schedule a meeting after Notice of Award. B. Agenda: 1. Execution of Owner- Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract, Owner and Architect. 6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 7. Scheduling. C. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. 3.03 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals. B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. C. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Maintenance of progress schedule. 7. Corrective measures to regain projected schedules. 8. Planned progress during succeeding work period. 9. Maintenance of quality and work standards. 10. Effect of proposed changes on progress schedule and coordination. 11. Other business relating to Work. D. Record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. 3.04 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. 3.05 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. City Hall Lower Level Renovation 01 30 00 - 2 ADMINISTRATIVE REQUIREMENTS B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - CLOSEOUT SUBMITTALS. 3.06 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Other types as indicated. B. Submit for Owner's benefit during and after project completion. 3.08 NUMBER OF COPIES OF SUBMITTALS A. Documents: Submit one electronic copy in PDF format; an electronically -marked up file will be returned. Create PDFs at native size and right -side up; illegible files will be rejected. B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.09 SUBMITTAL PROCEDURES A. Transmit each submittal with a copy of approved submittal form. B. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. C. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. D. Schedule submittals to expedite the Project, and coordinate submission of related items. E. For each submittal for review, allow 7 days excluding delivery time to and from the Contractor. F. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. G. Provide space for Contractor and Architect review stamps. H. When revised for resubmission, identify all changes made since previous submission. I. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. J. Submittals not requested will not be recognized or processed. END OF SECTION City Hall Lower Level Renovation 01 30 00 - 3 ADMINISTRATIVE REQUIREMENTS SECTION 01 40 00 QUALITY REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. References and standards. B. Quality assurance submittals. C. Control of installation. D. Tolerances. 1.02 SUBMITTALS A. Test Reports: Test report submittals are for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information. B. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. D. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 1.03 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document. PART 2 PRODUCTS - NOT USED City Hall Lower Level Renovation 01 40 00 - 1 QUALITY REQUIREMENTS PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.03 TESTING AND INSPECTION A. See individual specification sections for testing and inspection required. B. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. C. Re -testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. D. Re -testing required because of non-conformance to specified requirements shall be paid for by Contractor. 3.04 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION City Hall Lower Level Renovation 01 40 00 - 2 QUALITY REQUIREMENTS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART GENERAL 1.01 SECTION INCLUDES A. Utilities. C. Sanitary facilities. D. Temporary barriers and interior enclosures. E. Security requirements. F. Vehicular access and parking. G. Waste removal facilities and services. 1.02 UTILITIES A. Owner will provide the following: 1. Electrical power and metering, consisting of connection to existing facilities. 2. Water supply, consisting of connection to existing facilities. 1.03 SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. 1.04 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades required by governing authorities for public rights -of -way. C. Provide protection for plants designated to remain. Replace damaged plants. D. Protect non -owned vehicular traffic, stored materials, site, and structures from damage. 1.05 INTERIOR ENCLOSURES A. Provide temporary partitions as indicated to separate work areas from Owner -occupied areas, to prevent penetration of dust and moisture into Owner -occupied areas, and to prevent damage to existing materials and equipment. B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces: 1.06 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B. Coordinate with Owner's security program. 1.07 VEHICULAR ACCESS AND PARKING A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Provide and maintain access to fire hydrants, free of obstructions. C. Existing parking areas may be used for construction parking. Coordinate parking locations with the Owner. City Hall Lower Level Renovation TEMPORARY FACILITIES 01 50 00 - 1 AND CONTROLS 1.08 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re -used on the project must be stored on -site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. 1.09 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION City Hall Lower Level Renovation TEMPORARY FACILITIES 01 50 00 - 2 AND CONTROLS SECTION 01 60 00 PRODUCT REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Re -use of existing products. C. Transportation, handling, storage and protection. D. Product option requirements. E. Substitution limitations and procedures. 1.03 REFERENCE STANDARDS A. 16 CFR 260 - Guides for the Use of Environmental Marketing Claims; Federal Trade Commission; current edition. B. NFPA 70 - National Electrical Code; National Fire Protection Association; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.04 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 EXISTING PRODUCTS A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents. B. Existing materials and equipment indicated to be removed, but not to be re -used, relocated, reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the Owner, become the property of the Contractor; remove from site. C. Reused Products: Reused products include materials and equipment previously used in this or other construction, salvaged and refurbished as specified. 2.02 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. 2.03 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. City Hall Lower Level Renovation 01 60 00 - 1 PRODUCT REQUIREMENTS 2.04 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Document each request for substitution with complete data substantiating compliance of proposed substitution with Contract Documents. B. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. C. Substitution Submittal Procedure: 1. Submit copy of attached Request for Substitution Form for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 3.02 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.03 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. Prevent contact with material that may cause corrosion, discoloration, or staining. END OF SECTION City Hall Lower Level Renovation 01 60 00 - 2 PRODUCT REQUIREMENTS TO: PROJECT: SPECIFIED ITEM: SUBSTITUTION REQUEST 292 Design Group 3533 East Lake Street Minneapolis, MN 55406 Attn: Pam Anderson, AIA email: panderson@292designgroup.com Section Page Article/Paragraph The undersigned request consideration of the following: PROPOSED SUBSTITUTION: MANUFACTURER: REASON FOR SUBSTITUTION: SUPPORTING DATA ATTACHED: ❑ Product Data, ❑ Drawings, ❑ Tests, ❑ Reports, ❑ Samples The undersigned certifies that the following paragraphs, unless modified by attachments, are correct: 1. Purposed substitution has been fully investigated and determined to be equal or superior in all respects to specified products. 2. Same warranty will be furnished for purposed substitution as for specified product. 3. Maintenance and service are readily available for purposed substitution. 4. Purposed substitution will not adversely effect other trades, or construction schedule. 5. The undersigned will pay for any changes to design, detailing, and connection costs caused by substitution requested. 6. Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects. The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item. SUBMITTED BY: Signature: Firm: Address: ARCHITECT'S REVIEW AND ACTION: ❑ Substitution approved — Make submittals in accordance with Specifications. ❑ Substitution approved as noted — Make submittals in accordance with Specifications. ❑ Substitution rejected — Use specified products. ❑ Substitution request received too late — Use specified products. Accepted By: City Hall Lower Level Renovation Dated: 01 60 01 - 1 PRODUCT REQUIREMENTS SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Cutting and patching. D. Cleaning and protection. E. Closeout procedures, except payment procedures. 1.02 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. C. Project Record Documents: Accurately record actual locations of capped and active utilities. 1.04 QUALIFICATIONS A. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located. B. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located. 1.05 PROJECT CONDITIONS A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. B. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air -borne dust from dispersing into atmosphere and over adjacent property. 1. Provide dust -proof barriers between construction areas and areas continuing to be occupied by Owner. C. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1.06 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. City Hall Lower Level Renovation EXECUTION AND 01 70 00 - 1 CLOSEOUT REQUIREMENTS D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over -ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.03 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. City Hall Lower Level Renovation EXECUTION AND 01 70 00 - 2 CLOSEOUT REQUIREMENTS D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.04 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Keep areas in which alterations are being conducted separated from other areas that are still occupied. 1. Provide, erect, and maintain temporary dustproof partitions of construction specified in Section 01 50 00 in locations indicated on drawings. C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage. 1. Where openings in exterior enclosure exist, provide construction to make exterior enclosure weatherproof. 2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by alterations work. D. Remove existing work as indicated and as required to accomplish new work. 1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction specified. 2. Remove items indicated on drawings. 3. Relocate items indicated on drawings. 4. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 5. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. E. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. F. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. City Hall Lower Level Renovation EXECUTION AND 01 70 00 - 3 CLOSEOUT REQUIREMENTS G. Adapt existing work to fit new work: Make as neat and smooth transition as possible. 1. Where removal of partitions or walls results in adjacent spaces becoming one, rework floors, walls, and ceilings to a smooth plane without breaks, steps, or bulkheads. 2. Where a change of plane of 1/4 inch (6 mm) or more occurs in existing work, submit recommendation for providing a smooth transition for Architect review and request instructions. 3. Trim existing wood doors as necessary to clear new floor finish. Refinish trim as required. H. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. I. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. J. Clean existing systems and equipment. K. Remove demolition debris and abandoned items from alterations areas and dispose of off -site; do not burn or bury. L. Do not begin new construction in alterations areas before demolition is complete. M. Comply with all other applicable requirements of this section. 3.05 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non -conforming work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated or smoke rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated or smoke rated material to full thickness of the penetrated element. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. City Hall Lower Level Renovation EXECUTION AND 01 70 00 - 4 CLOSEOUT REQUIREMENTS 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.06 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off -site; do not burn or bury. 3.07 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. E. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.08 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.09 FINAL CLEANING A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.10 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to Architect and Owner. B. Notify Architect when work is considered ready for Substantial Completion. C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner -occupied areas. E. Notify Architect when work is considered finally complete. F. Complete items of work determined by Architect's final inspection. City Hall Lower Level Renovation EXECUTION AND 01 70 00 - 5 CLOSEOUT REQUIREMENTS G. Provide closeout submittal prior to final application for payment. Closeout information to be provided in three-ring binder arranged by system and product category. Submittals include: 1. Project record documents. 2. Operation and maintenance data for materials and finishes. 3. Operation and maintenance data for fixtures. 4. Warranties. END OF SECTION City Hall Lower Level Renovation EXECUTION AND 01 70 00 - 6 CLOSEOUT REQUIREMENTS SECTION 02 41 00 DEMOLITION PART 1 GENERAL 1.01 SECTION INCLUDES A. Selective demolition of building elements for alteration purposes. 1.02 RELATED REQUIREMENTS A. Section 01 10 00 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 50 00 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. C. Section 01 70 00 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 3. Provide, erect, and maintain temporary barriers and security devices. 4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from Owner. C. Do not begin removal until built elements to be salvaged or relocated have been removed. D. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. E. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. F. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCBs, and mercury. G. Perform demolition in a manner that maximizes salvage and recycling of materials. 1. Dismantle existing construction and separate materials. 2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse. H. Construction activities causing disturbance of dust or creating new dust must be conducted in tight enclosures cutting off any flow of particles into occupied areas. 16010.00 / Medina City Hall 02 41 00 - 1 DEMOLITION Lower Level Renovations 3.02 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner. E. Do not close, shut off, or disrupt existing utility branches or take -offs that are in use without at least 3 days prior written notification to Owner. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.03 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. C. Services (Including but not limited to HVAC, Plumbing, Electrical, and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work. 3.04 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION 16010.00 / Medina City Hall 02 41 00 - 2 DEMOLITION Lower Level Renovations SECTION 03 30 00 CAST -IN -PLACE CONCRETE FOR FLOOR PATCHING PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions. 1.02 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301 and ACI 318. PART 2 PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150/C150M, Type I - Normal Portland type. B. Fine and Coarse Aggregates: ASTM C 33. C. Lightweight Aggregate: ASTM C330/C330M. D. Fly Ash: ASTM C618, Class C or F. E. Water: Clean and not detrimental to concrete. F. Fiber Reinforcement: ASTM C1116/C1116M. 1. Fiber Type: Alkali -resistant polypropylene. 2.02 BONDING AND JOINTING PRODUCTS A. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C1059/C1059M, Type II. 2.03 CURING MATERIALS A. Curing and Sealing Compound, Moisture Emission Reducing: Liquid, membrane -forming, clear sealer, for application to newly placed concrete; capable of providing adequate bond for flooring adhesives, initially and over the long term; with sufficient moisture vapor impermeability to prevent deterioration of flooring adhesives due to moisture emission. 2.04 CONCRETE MIX DESIGN A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations. B. Normal Weight Concrete for floor patching: 1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days: 3,500 pounds per square inch (24.2 MPa). 2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight. 3. Water -Cement Ratio: Maximum 54 percent by weight. 4. Maximum Slump: 4 inches (100 mm). PART 3 EXECUTION 3.01 PLACING CONCRETE A. Place concrete in accordance with ACI 304R. B. Place concrete for floor slabs in accordance with ACI 302.1 R. C. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below. 3.02 FLOOR FLATNESS AND LEVELNESS TOLERANCES A. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re -measure corrected areas by the same process. 3.03 CONCRETE FINISHING A. Concrete Slabs: Finish to requirements of ACI 302.1 R, and as follows: 16010.00 / Medina City Hall Lower Level Renovations 03 30 00 - 1 CAST -IN -PLACE CONCRETE 1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 302.1 R; thin floor coverings include carpeting, resilient flooring, seamless flooring, thin set quarry tile, and thin set ceramic tile. 3.04 CURING AND PROTECTION A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 03 30 00 - 2 CAST -IN -PLACE CONCRETE SECTION 06 10 00 ROUGH CARPENTRY PART GENERAL 1.01 SECTION INCLUDES A. Concealed wood blocking, nailers, and supports. B. Miscellaneous wood nailers, furring, and grounds. 1.02 RELATED REQUIREMENTS 1.03 REFERENCE STANDARDS A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2009. B. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology, Department of Commerce; 2010. 1.04 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. B. Lumber fabricated from old growth timber is not permitted. 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Sizes: Nominal sizes as indicated on drawings, S4S. B. Moisture Content: S-dry or MC19. C. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 2 or Standard Grade. 2. Boards: Standard or No. 3. 2.03 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot -dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative -treated wood locations, unfinished steel elsewhere. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. 3.02 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. B. In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing. 16010.00 / Medina City Hall Lower Level Renovations 06 10 00 - 1 ROUGH CARPENTRY C. In walls, provide blocking attached to studs as backing and support for wall -mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated. D. Provide the following specific non-structural framing and blocking: 1. Cabinets and shelf supports. 2. Wall brackets. 3. Grab bars. 4. Towel and bath accessories. 5. Wall -mounted door stops. 6. Chalkboards and marker boards. 3.03 CLEANING A. Waste Disposal: Comply with the requirements of Section 01 74 19 - Construction Waste Management and Disposal. 1. Comply with applicable regulations. 2. Do not burn scrap on project site. 3. Do not burn scraps that have been pressure treated. 4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co -generation facilities or "waste -to -energy" facilities. B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill. C. Prevent sawdust and wood shavings from entering the storm drainage system. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 06 10 00 - 2 ROUGH CARPENTRY SECTION 06 41 00 ARCHITECTURAL WOOD CASEWORK PART 1 GENERAL 1.01 SECTION INCLUDES A. Specially fabricated cabinet units. B. Countertops. C. Cabinet hardware. D. Preparation for installing utilities. 1.02 RELATED REQUIREMENTS A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014. B. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.9). C. NEMA LD 3 - High -Pressure Decorative Laminates; National Electrical Manufacturers Association; 2005. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories. 1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot (1:8). C. Product Data: Provide data for hardware accessories. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect units from moisture damage. 1.07 FIELD CONDITIONS A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy. PART 2 PRODUCTS 2.01 CABINETS A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWIHAWMAC/WI (AWS) for Premium Grade. B. Plastic Laminate Faced Cabinets: Custom grade. 2.02 WOOD -BASED COMPONENTS A. Wood fabricated from old growth timber is not permitted. 2.03 LAMINATE MATERIALS A. Manufacturers: 1. Formica Corporation: www.formica.com. 2. Panolam Industries International, Inc\Nevamar: www.nevamar.com. 3. Wilsonart, LLC: www.wilsonart.com. 4. Substitutions: See Section 01 60 00 - Product Requirements. 16010.00 / Medina City Hall 06 41 00 - 1 ARCHITECTURAL WOOD Lower Level Renovations CASEWORK B. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications. C. Colors: Colors to be selected by Architect from manufacturer's full line of available colors. Up to three colors to be selected. 2.04 COUNTERTOPS A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated and banded with thin PVC edge. 2.05 ACCESSORIES A. Adhesive: Type recommended by fabricator to suit application. B. Plastic Edge Banding: Extruded PVC, flat shaped; smooth finish; self locking serrated tongue; of width to match component thickness. 1. Color: As selected by Architect from manufacturer's full range. C. Vinyl Countertop Edge: PVC anchor type tee -molding edging in width to match thickness of countertop, color as selected by Architect from manufacturer's full range, used at locations as indicated. D. Grommets: Standard plastic grommets for cut-outs, in color to match adjacent surface. 2.06 HARDWARE A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified. B. Adjustable Shelf Supports: Standard side -mounted system using recessed metal shelf standards or multiple holes for pin supports and coordinated self rests, polished chrome finish, for nominal 1 inch (25 mm) spacing adjustments. C. Drawer and Door Pulls: "U" shaped wire pull, steel with chrome finish, 4 inch centers CU" shaped wire pull, steel with chrome finish, 100 mm centers). D. Drawer Slides: 1. Type: Full extension. 2. Static Load Capacity: Heavy Duty grade. 3. Mounting: Side mounted. 4. Stops: Integral type. 5. Features: Provide self closing/stay closed type. 6. Products: a. Accuride International, Inc: www.accuride.com. b. Grass America Inc: www.grassusa.com. c. Knape & Vogt Manufacturing Company: www.knapeandvogt.com. d. Substitutions: See Section 01 60 00 - Product Requirements. E. Hinges: European style concealed self -closing type, steel with polished finish. 1. Products: a. Grass America Inc: www.grassusa.com. b. Hardware Resources: www.hardwareresources.com. c. Julius Blum, Inc: www.blum.com. d. Substitutions: See Section 01 60 00 - Product Requirements. F. Drawer Lock: Provide keyed lock at one drawer as indicated on drawings. Provide Best Cabinet Lock 3L Series deadolt or equivalent. 2.07 FABRICATION A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings. B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length. C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting. 16010.00 / Medina City Hall 06 41 00 - 2 ARCHITECTURAL WOOD Lower Level Renovations CASEWORK D. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet (600 mm) from sink cut-outs. 1. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. 2. Cap exposed plastic laminate finish edges with plastic trim. PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. B. Verify location and sizes of utility rough -in associated with work of this section. 3.02 INSTALLATION A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level. B. Use fixture attachments in concealed locations for wall mounted components. C. Use concealed joint fasteners to align and secure adjoining cabinet units. D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch (1 mm). Do not use additional overlay trim for this purpose. E. Secure cabinets to floor using appropriate angles and anchorages. 3.03 ADJUSTING A. Adjust installed work. B. Adjust moving or operating parts to function smoothly and correctly. 3.04 CLEANING A. Clean casework, counters, shelves, hardware, fittings, and fixtures. END OF SECTION 16010.00 / Medina City Hall 06 41 00 - 3 ARCHITECTURAL WOOD Lower Level Renovations CASEWORK SECTION 07 92 00 JOINT SEALANTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Nonsag gunnable joint sealants. B. Joint backings and accessories. 1.02 RELATED REQUIREMENTS A. Section 08 80 00 - Glazing: Glazing sealants and accessories. B. Section 09 21 16 - Gypsum Board Assemblies: Sealing acoustical and sound -rated walls and ceilings. C. Section 09 30 00 - Tiling: Sealant between tile and plumbing fixtures and at junctions with other materials and changes in plane. 1.03 REFERENCE STANDARDS A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2006 (Reapproved 2011). B. ASTM C834 - Standard Specification for Latex Sealants; 2010. C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014. D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013. E. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2008 (Reapproved 2012). F. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid - Applied Sealants; 2002 (Reapproved 2013). 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following. 1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability. 2. List of backing materials approved for use with the specific product. 3. Substrates that product is known to satisfactorily adhere to and with which it is compatible. 4. Substrates the product should not be used on. C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection. 1.05 QUALITY ASSURANCE A. Maintain one copy of each referenced document covering installation requirements on site. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. C. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience and approved by manufacturer. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Nonsag Sealants: Permits application in joints on vertical surfaces without sagging or slumping. 1. Dow Corning Corporation: www.dowcorning.com/construction. 2. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com. 3. Pecora Corporation: www.pecora.com. 16010.00 / Medina City Hall 07 92 00 - 1 JOINT SEALANTS Lower Level Renovations 4. Tremco Global Sealants: www.tremcosealants.com. 5. Sherwin-Williams Company: www.sherwin-williams.com. 6. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 JOINT SEALANT APPLICATIONS A. Scope: 1. Exterior Joints: Seal open joints, whether or not the joint is indicated on the drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. 2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. b. Other joints indicated below. 3. Do not seal the following types of joints. a. Joints where sealant is specified to be provided by manufacturer of product to be sealed. b. Joints where installation of sealant is specified in another section. c. Joints between suspended panel ceilings/grid and walls. B. Exterior Joints: Use nonsag non -staining silicone sealant, unless otherwise indicated. C. Interior Joints: Use nonsag polyurethane sealant, unless otherwise indicated. 1. Wall and Ceiling Joints in Non -Wet Areas: Acrylic emulsion latex sealant. 2. Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings: Mildew -resistant silicone sealant; white. D. Interior Wet Areas: restrooms and kitchens; fixtures in wet areas include plumbing fixtures, countertops, cabinets, and other similar items. 2.03 JOINT SEALANTS - GENERAL 2.04 NONSAG JOINT SEALANTS A. Non -Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 50 percent, minimum. 2. Non -Staining To Porous Stone: Non -staining to light-colored natural stone when tested in accordance with ASTM C1248. 3. Dirt Pick -Up: Reduced dirt pick-up compared to other silicone sealants. 4. Hardness Range: 15 to 35, Shore A, when tested in accordance with ASTM C661. 5. Color: Match adjacent finished surfaces. B. Mildew -Resistant Silicone Sealant: ASTM C920, Grade NS, Uses M and A; single component, mildew resistant; not expected to withstand continuous water immersion or traffic. 1. Color: White. C. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multicomponent; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 25 percent, minimum. 2. Hardness Range: 20 to 35, Shore A, when tested in accordance with ASTM C661. 3. Color: Match adjacent finished surfaces. 4. Service Temperature Range: Minus 40 to 180 degrees F (Minus 40 to 82 degrees C). D. Acrylic Emulsion Latex: Water -based; ASTM C834, single component, non -staining, non - bleeding, non -sagging; not intended for exterior use. 1. Color: Standard colors matching finished surfaces, Type OP (opaque). 2. Grade: ASTM C834; Grade - Minus 18 Degrees C. 16010.00 / Medina City Hall 07 92 00 - 2 JOINT SEALANTS Lower Level Renovations 2.05 ACCESSORIES A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application. 1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type O - Open Cell Polyurethane. 2. Open Cell: 40 to 50 percent larger in diameter than joint width. B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application. C. Joint Cleaner: Non -corrosive and non -staining type, type recommended by sealant manufacturer; compatible with joint forming materials. D. Primers: Type recommended by sealant manufacturer to suit application; non -staining. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that joints are ready to receive work. B. Verify that backing materials are compatible with sealants. C. Verify that backer rods are of the correct size. 3.02 PREPARATION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable. 3.03 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C1193. C. Install bond breaker backing tape where backer rod cannot be used. D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces. E. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed. F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface. END OF SECTION 16010.00 / Medina City Hall 07 92 00 - 3 JOINT SEALANTS Lower Level Renovations SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES PART GENERAL 1.01 SECTION INCLUDES A. Non -fire -rated hollow metal doors and frames. B. Hollow metal frames for wood doors. C. Hollow metal borrowed lites glazing frames. 1.02 RELATED REQUIREMENTS A. Section 08 71 00 - Door Hardware. B. Section 08 80 00 - Glazing: Glass for doors and borrowed lites. C. Section 09 91 23 - INTERIOR PAINTING: Field painting. 1.03 REFERENCE STANDARDS A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010. B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors; 2011. C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2014. D. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2011. E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015. F. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength, Low Alloy, and High -Strength Low -Alloy with Improved Formability, Solution Hardened, and Bake Hardenable; 2015. G. ASTM A1011/A1011 M - Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, and Ultra -High Strength; 2014. H. ICC A117.1 - Accessible and Usable Buildings and Facilities; International Code Council; 2009 (ANSI). I. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; 2007. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced standards/guidelines. C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. B. Copies of Documents at Project Site: Maintain at the project site a copy of each referenced document that prescribes installation requirements. 1.06 DELIVERY, STORAGE, AND HANDLING A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements. 16010.00 / Medina City Hall 08 11 13 - 1 HOLLOW METAL DOORS AND Lower Level Renovations FRAMES B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Hollow Metal Doors and Frames: 1. Ceco Door; Curries or Fleming, an Assa Abloy Group company: www.assaabloydss.com. 2. Republic Doors: www.republicdoor.com. 3. Steelcraft, an Allegion brand: www.allegion.com/us. 4. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 DESIGN CRITERIA A. Requirements for Hollow Metal Doors and Frames: 1. Steel used for fabrication of doors and frames shall comply with one or more of the following requirements; Galvannealed steel conforming to ASTM A653/A653M, cold -rolled steel conforming to ASTM A1008/A1008M, or hot -rolled pickled and oiled (HRPO) steel conforming to ASTM A1011/A1011 M, Commercial Steel (CS) Type B for each. 2. Accessibility: Comply with ICC A117.1 and ADA Standards. B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated as being sound -rated must comply with the requirements specified for exterior doors and for sound -rated doors; where two requirements conflict, comply with the most stringent. 2.03 HOLLOW METAL DOORS A. Interior Doors, Non -Fire Rated: 1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100). a. Level 2 - Heavy-duty. b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4. c. Model 2 - Seamless. d. Door Face Metal Thickness: 16 gage, 0.053 inch (1.3 mm), minimum. 2. Core Material: Manufacturers standard core material/construction and in compliance with requirements. 3. Door Thickness: 1-3/4 inch (44.5 mm), nominal. 4. Door Face Sheets: Flush. 5. Door Finish: Factory primed and field finished. 2.04 HOLLOW METAL FRAMES A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements. B. Frame Finish: Factory primed and field finished. C. Interior Door Frames, Non -Fire Rated: Full profile/continuously welded type. 1. Frame Metal Thickness: 16 gage, 0.053 inch (1.3 mm), minimum. D. Frames for Wood Doors: Comply with frame requirements in accordance with corresponding door. E. Borrowed Lites Glazing Frames: Construction and face dimensions to match door frames, and as indicated on drawings. 2.05 ACCESSORIES A. Glazing: As specified in Section 08 80 00, factory installed. B. Removable Stops: Formed sheet steel, shape as indicated on drawings, mitered or butted corners; prepared for countersink style tamper proof screws. C. Mechanical Fasteners for Concealed Metal -to -Metal Connections: Self -drilling, self -tapping, steel with electroplated zinc finish. 16010.00 / Medina City Hall 08 11 13 -2 HOLLOW METAL DOORS AND Lower Level Renovations FRAMES D. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center mullion of pairs, and 2 on head of pairs without center mullions. E. Temporary Frame Spreaders: Provide for factory- or shop -assembled frames. 2.06 FINISHES A. Primer: Rust -inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Verify that finished walls are in plane to ensure proper door alignment. 3.02 INSTALLATION A. Install doors and frames in accordance with manufacturer's instructions and related requirements of specified door and frame standards or custom guidelines indicated. B. Coordinate frame anchor placement with wall construction. C. Coordinate installation of hardware. D. Coordinate installation of glazing. 3.03 TOLERANCES A. Maximum Diagonal Distortion: 1/16 in (1.5 mm) measured with straight edge, corner to corner. 3.04 ADJUSTING A. Adjust for smooth and balanced door movement. END OF SECTION 16010.00 / Medina City Hall 08 11 13 - 3 HOLLOW METAL DOORS AND Lower Level Renovations FRAMES SECTION 08 14 16 FLUSH WOOD DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Flush wood doors; flush and flush glazed configuration; non -rated. 1.02 RELATED REQUIREMENTS A. Section 08 11 13 - Hollow Metal Doors and Frames. B. Section 08 71 00 - Door Hardware. C. Section 08 80 00 - Glazing. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Indicate door core materials and construction; veneer species, type and characteristics. C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details. D. Specimen warranty. E. Samples: Submit two samples of door veneer, 8 by 10 inch in size illustrating wood grain, stain color, and sheen. F. Manufacturer's Installation Instructions: Indicate special installation instructions. G. Warranty, executed in Owner's name. 1.04 QUALITY ASSURANCE A. Maintain one copy of the specified door quality standard on site for review during installation and finishing. B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. 1.05 DELIVERY, STORAGE, AND HANDLING A. Package, deliver and store doors in accordance with specified quality standard. B. Accept doors on site in manufacturer's packaging. Inspect for damage. C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with tinted sealer if stored more than one week. Break seal on site to permit ventilation. 1.06 WARRANTY A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements. B. Interior Doors: Provide manufacturer's warranty for the life of the installation. C. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Wood Veneer Faced Doors: 1. Eggers Industries: www.eggersindustries.com. 2. Graham Wood Doors: www.grahamdoors.com. 3. Marshfield DoorSystems, Inc: www.marshfielddoors.com. 4. Substitutions: See Section 01 60 00 - Product Requirements. 16010.00 / Medina City Hall Lower Level Renovations 08 14 16 -1 FLUSH WOOD DOORS 2.02 DOORS AND PANELS A. Doors: See drawings for locations and additional requirements. 1. Quality Level: Custom Grade, Heavy Duty performance, in accordance with AWI/AWMAC/WI (AWS). 2. Wood Veneer Faced Doors: 5-ply unless otherwise indicated. B. Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction. 1. Provide solid core doors at all locations. 2. Wood veneer facing with factory transparent finish. 2.03 DOOR AND PANEL CORES A. Non -Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and faces as indicated. 2.04 DOOR FACINGS A. Veneer Facing for Transparent Finish: Red oak, veneer grade in accordance with quality standard indicated, quarter cut, with book match between leaves of veneer, running match of spliced veneer leaves assembled on door or panel face. 1. Vertical Edges: Same species as face veneer. 2.05 ACCESSORIES A. Glazing: As specified in Section 08 80 00. B. Glazing Stops: Wood, of same species as door facing, mitered corners; prepared for countersink style screws. 2.06 DOOR CONSTRUCTION A. Fabricate doors in accordance with door quality standard specified. B. Cores Constructed with stiles and rails: C. Factory machine doors for hardware other than surface -mounted hardware, in accordance with hardware requirements and dimensions. D. Factory fit doors for frame opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality standard. E. Provide edge clearances in accordance with the quality standard specified. 2.07 FACTORY FINISHING - WOOD VENEER DOORS A. Finish work in accordance with AWI/AWMAC/WI (AWS), Section 5 - Finishing for grade specified and as follows: 1. Transparent: a. System - 11, Polyurethane, Catalyzed. b. Stain: As selected by Architect. c. Sheen: Flat. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that opening sizes and tolerances are acceptable. C. Do not install doors in frame openings that are not plumb or are out -of -tolerance for size or alignment. 3.02 INSTALLATION A. Install doors in accordance with manufacturer's instructions and specified quality standard. B. Factory -Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door. C. Use machine tools to cut or drill for hardware. D. Coordinate installation of doors with installation of frames and hardware. 16010.00 / Medina City Hall Lower Level Renovations 08 14 16 - 2 FLUSH WOOD DOORS E. Coordinate installation of glazing. 3.03 TOLERANCES A. Conform to specified quality standard for fit and clearance tolerances. B. Conform to specified quality standard for telegraphing, warp, and squareness. 3.04 ADJUSTING A. Adjust doors for smooth and balanced door movement. B. Adjust closers for full closure. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 08 14 16 - 3 FLUSH WOOD DOORS SECTION 08 71 00 DOOR HARDWARE PART 1 GENERAL 1.01 SECTION INCLUDES A. Hardware for wood and hollow metal doors. 1.02 RELATED REQUIREMENTS A. Section 08 11 13 - Hollow Metal Doors and Frames. B. Section 08 14 16 - FLUSH WOOD DOORS. C. Section 08 71 10 - Basis of Design Door Hardware - Hager. 1.03 REFERENCE STANDARDS A. BHMA A156.1 - American National Standard for Butts and Hinges; Builders Hardware Manufacturers Association, Inc.; 2013 (ANSI/BHMA A156.1). B. BHMA A156.2 - American National Standard for Bored and Preassembled Locks & Latches; Builders Hardware Manufacturers Association; 2011 (ANSI/BHMA A156.2). C. BHMA A156.3 - American National Standard for Exit Devices; Builders Hardware Manufacturers Association; 2014 (ANSI/BHMA A156.3). D. BHMA A156.4 - American National Standard for Door Controls - Closers; Builders Hardware Manufacturers Association, Inc.; 2013 (ANSI/BHMA A156.4). E. BHMA A156.6 - American National Standard for Architectural Door Trim; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.6). F. BHMA A156.7 - American National Standard for Template Hinge Dimensions; Builders Hardware Manufacturers Association; 2014 (ANSI/BHMA A156.7). G. BHMA A156.8 - American National Standard for Door Controls - Overhead Stops and Holders; Builders Hardware Manufacturers Association, Inc.; 2010 (ANSI/BHMA A156.8). H. BHMA A156.18 - American National Standard for Materials and Finishes; Builders Hardware Manufacturers Association, Inc.; 2012 (ANSI/BHMA A156.18). I. DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames; Door and Hardware Institute; 2004. J. DHI WDHS.3 - Recommended Locations for Architectural Hardware for Flush Wood Doors; Door and Hardware Institute; 1993; also in WDHS-1/WDHS-5 Series, 1996. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordinate the manufacture, fabrication, and installation of products that door hardware will be installed upon. B. Furnish templates for door and frame preparation to manufacturers and fabricators of products requiring internal reinforcement for door hardware. C. Convey Owner's keying requirements to manufacturers. D. Preinstallation Meeting: Convene a preinstallation meeting one week prior to commencing work of this section; require attendance by all affected installers. 1.05 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly show products to be furnished for this project. C. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use door numbering scheme as included in the Contract Documents. Identify electrically operated items and include power requirements. 16010.00 / Medina City Hall Lower Level Renovations 08 71 00 - 1 DOOR HARDWARE D. Keying Schedule: Submit for approval of Owner. E. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention. F. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier. G. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience. B. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with five years of experience. 1.07 DELIVERY, STORAGE, AND HANDLING A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule. 1.08 WARRANTY A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements. B. Provide five year warranty for door closers and exit devices. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Allegion Brands; Ives, LCN, Schlage, Steelcraft, or Von Duprin: www.allegion.com/us. B. Assa Abloy Brands; Corbin Russwin, Curries, McKinney, Norton, Sargent, or Yale: www.assaabloydss.com. C. Best Access Systems, division of Stanley Security Solutions: www.bestaccess.com. D. Hager Companies: www.hagerco.com. E. Hiawatha, Inc, division of Activar Construction Products Group, Inc: www.activarcpg.com/hiawatha. 2.02 DOOR HARDWARE - GENERAL A. Provide hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated. B. Provide items of a single type of the same model by the same manufacturer. C. Provide products that comply with the following: 1. Applicable provisions of federal, state, and local codes. D. Function: Lock and latch function numbers and descriptions of manufactures series as listed in hardware schedule. E. Finishes: Provide door hardware of the same finish unless otherwise indicated. 1. Primary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx US26D). 2. Other Finishes: a. 652 (US26D — satin chromium) for interior hinges. b. 630 (US32D — satin stainless steel) for pulls and push plates, wall stops, and overhead stops c. 689 (Powder coat aluminum) for closers. 3. Finish Definitions: BHMA A156.18. 4. Exceptions: a. Where base metal is specified to be different, provide finish that is an appearance equivalent according to BHMA A156.18. 16010.00 / Medina City Hall Lower Level Renovations 08 71 00 - 2 DOOR HARDWARE F. Fasteners: 1. Mineral Core Wood Doors: Sex bolts. 2.03 LOCKS AND LATCHES A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking. 1. If no hardware set is indicated for a swinging door provide an office lockset. 2. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated to have no outside trim. 3. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to have no locking or no outside trim. B. Lock Cylinders: Manufacturer's standard tumbler type, seven -pin standard core. 1. Provide cams and/or tailpieces as required for locking devices required. C. Keying: Grand master keyed. 1. Key to existing keying system. 2. When providing keying information, comply with DHI Handbook "Keying systems and nomenclature". D. Latches: Provide a latch for every door that is not required to lock, unless specifically indicated "push/pull" or "not required to latch". 2.04 HINGES A. Hinges: Provide hinges on every swinging door. 1. Provide five -knuckle full mortise butt hinges unless otherwise indicated. 2. Provide ball -bearing hinges at all doors having closers. 3. Provide hinges in the quantities indicated. 4. Provide non -removable pins on outswinging doors. 5. Where electrified hardware is mounted in door leaf, provide power transfer hinges. B. Butt Hinges: Comply with BHMA A156.1 and A156.7; heavy weight, unless otherwise indicated. C. Quantity of Hinges Per Door: 1. Doors From 60 inches (1.5 m) High up to 90 inches (2.3 m) High: Three hinges. D. Manufacturers - Hinges: 1. Assa Abloy Brands; McKinney: www.assaabloydss.com. 2. Hager Companies: www.hagerco.com. 3. Stanley Black & Decker: www.stanleyblackanddecker.com. 4. McKinney: www.mckinneyhinge.com. 5. Substitutions: See Section 01 60 00 - Product Requirements. 2.05 PUSH/PULLS A. Push/Pulls: Comply with BHMA A156.6. 1. Provide push and pull on doors not specified to have lockset, latchset, exit device, or auxiliary lock. 2. On solid doors, provide matching push plate and pull plate on opposite faces. 3. Pulls: Straight pull, 1" dia., 10" ctc. 4. Push Plates: 4" x 16" x 0.050 thick. B. Manufacturers - Push/Pulls: 1. Assa Abloy Brands; McKinney: www.assaabloydss.com. 2. Hager Companies: www.hagerco.com. 3. Hiawatha, Inc, division of Activar Construction Products Group, Inc: www.activarcpg.com/hiawatha. 4. Trimco, originally called Triangle Brass Manufacturing Co., Inc: www.trimcohardware.com. 5. Substitutions: See Section 01 60 00 - Product Requirements. 16010.00 / Medina City Hall Lower Level Renovations 08 71 00 - 3 DOOR HARDWARE 2.06 CYLINDRICAL LOCKSETS A. Locking Functions: As defined in BHMA A156.2, and as follows. 1. Office: F04, key not required to lock, remains locked upon exit. 2. Classroom: F05, key required to lock. 3. Storeroom: F07, key required to lock, may not be left unlocked. B. Manufacturers - Cylindrical Locksets: 1. Schlage, an Allegion brand: www.allegion.com/us. Match existing system in building. 2. Substitutions: Not permitted. 2.07 EXIT DEVICES A. Locking Functions: Functions as defined in BHMA A156.3, and as follows: 1. Entry/Exit, Free Swing: Key outside retracts latch, latch holdback (dogging) for free swing during occupied hours, not fire -rated; outside trim must be specified as lever or pull. B. Manufacturers - Exit Devices: 1. Von Duprin, an Allegion brand: www.allegion.com/us. 2. Substitutions: Not permitted. 2.08 CLOSERS A. Closers: Complying with BHMA A156.4. 1. Provide surface -mounted, door -mounted closers unless otherwise indicated. 2. Provide a door closer on every exterior door. B. Manufacturers - Surface Mounted Closers: 1. LCN, an Allegion brand: www.allegion.com/us. 2. Substitutions: Not permitted. 2.09 STOPS AND HOLDERS A. Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless otherwise indicated. 1. Provide wall stops, unless otherwise indicated. 2. If wall stops are not practical, due to configuration of room or furnishings, provide overhead stop. 3. Stop is not required if positive stop feature is specified for door closer; positive stop feature of door closer is not an acceptable substitute for a stop unless specifically so stated. B. Manufacturers - Overhead Holders/Stops: 1. Assa Abloy Brands; Rixson or Sargent: www.assaabloydss.com. 2. Glynn -Johnson, an Allegion brand: www.allegion.com/us. 3. Substitutions: See Section 01 60 00 - Product Requirements. C. Manufacturers - Wall and Floor Stops/Holders: 1. Assa Abloy Brands; McKinney: www.assaabloydss.com. 2. Hager Companies: www.hagerco.com. 3. Hiawatha, Inc, division of Activar Construction Products Group, Inc: www.activarcpg.com/hiawatha. 4. Trimco, originally called Triangle Brass Manufacturing Co., Inc: www.trimcohardware.com. 5. Substitutions: See Section 01 60 00 - Product Requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that doors and frames are ready to receive work; labeled, fire -rated doors and frames are present and properly installed, and dimensions are as indicated on shop drawings. 16010.00 / Medina City Hall Lower Level Renovations 08 71 00 - 4 DOOR HARDWARE 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and applicable codes. B. Use templates provided by hardware item manufacturer. C. Mounting heights for hardware from finished floor to center line of hardware item. 1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural Hardware for Steel Doors and Frames." 2. For Wood Doors: Comply with DHI "Recommended Locations for Architectural Hardware for Wood Flush Doors." 3.03 FIELD QUALITY CONTROL A. Provide an Architectural Hardware Consultant to inspect installation and certify that hardware and installation has been furnished and installed in accordance with manufacturer's instructions and as specified. 3.04 ADJUSTING A. Adjust work under provisions of Section 01 70 00. B. Adjust hardware for smooth operation. 3.05 CLEANING A. Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per manufacturer's instructions after final adjustments has been made. Replace items that cannot be cleaned to manufacturer's level of finish quality at no additional cost. 3.06 PROTECTION A. Protect finished Work under provisions of Section 01 70 00. B. Do not permit adjacent work to damage hardware or finish. HARDWARE SETS 4.01 HARDWARE SETS - GENERAL A. The following schedule of hardware groups are intended to describe opening function. The hardware supplier is cautioned to refer to the preamble of this specification for a complete description of all materials and services to be furnished under this section. HW SET: 01 DOOR 102A EA HINGES 1 EA PANIC DEVICE 1 EA PULL 1 EA IC CYLINDER 2 EA SURFACE CLOSER 2 EA WALL STOP AS SPECIFIED CD99NL-OP AS REQUIRED 4111-SCUSH WS406CCV IVE VON SCH LCN IVE FUNCTION: Latchbolt retracted inside by exit device push pad and outside by key in cylinder. Door may be left unlocked by cylinder key in panic device. HW SET: 02 DOORS 111A, 117A, 121A EA HINGES 1 EA CLASSROOM LOCK 1 EA WALL STOP AS SPECIFIED L9070 WS406 IVE SCH IVE FUNCTION: L9070 (F05) CLASSROOM LOCK Latchbolt retracted by lever from either side unless outside is locked by key. Unlocked from outside by key. Inside lever always free for immediate exit. Auxiliary latch deadlocks latchbolt when door is closed. 16010.00 / Medina City Hall Lower Level Renovations 08 71 00 - 5 DOOR HARDWARE HW SET: 03 EA HINGES 1 EA OFFICE LOCK 1 EA WALL STOP DOOR 105A, 107A, 108A AS SPECIFIED L9050 WS406 IVE SCH IVE FUNCTION: L9050 (F04) OFFICE AND INNER ENTRY LOCK Latchbolt retracted by lever from either side unless outside is made inoperative by key outside or by turning inside thumbturn. When outside is locked, latchbolt is retracted by key outside or by lever inside. Outside lever remains locked until thumbturn is returned to vertical or unlocked by key. Auxiliary latch deadlocks latchbolt when door is closed. HW SET: 04 DOOR 103A EA HINGES AS SPECIFIED 1 EA PUSHBUTTON LOCK EXISTING (SALVAGED FROM EXISTING DOOR) 1 EA WALL STOP WS406 IVE IVE FUNCTION: (F07) STOREROOM LOCK Latchbolt retracted by pushpad outside or by lever inside. Outside lever always inoperative. Auxiliary latch deadlocks latchbolt when door is closed. HW SET: 05 DOORS 112A, 113A 1 1 1 1 1 EA HINGES EA PUSH PLATE EA PULL PLATE EA SURFACE CLOSER EA KICK PLATE EA WALL STOP FUNCTION: PUSH PULL HW SET: 06 AS SPECIFIED 8200 6" X 16" 8302-0 4" X 16" 4011/4111-E 8400 10" X 2" LDW WS406 DOOR 114A IVE IVE IVE LCN IVE IVE 1 1 EA HINGES EA STOREROOM LOCK EA WALL STOP AS SPECIFIED L9080 WS406 FUNCTION: L9080 (F07) STOREROOM LOCK Latchbolt retracted by key outside or by lever inside. Outside lever always inoperative. Auxiliary latch deadlocks latchbolt when door is closed. HW SET: 07 DOORS 107B IVE SCH IVE 1 EA POCKET FRAME SET 9628 1 EA PRIVACY LATCH 330L 1 EA EDGE PULL 9882 2 EA FLUSH CUP PULLS 2610 FUNCTION: POCKET DOOR END OF SECTION HAG HAG HAG HAG 16010.00 / Medina City Hall Lower Level Renovations 08 71 00 - 6 DOOR HARDWARE SECTION 08 80 00 GLAZING PART 1 GENERAL 1.01 SECTION INCLUDES A. Glazing units. B. Glazing compounds and accessories. 1.02 RELATED REQUIREMENTS A. Section 08 11 13 - Hollow Metal Doors and Frames: Glazed lites in doors and borrowed lites. B. Section 08 14 16 - FLUSH WOOD DOORS: Glazed lites in doors. C. Section 10 28 00 - Toilet Accessories: Mirrors. 1.03 REFERENCE STANDARDS A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition. B. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 2010. C. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005 (Reapproved 2011). D. ASTM C1048 - Standard Specification for Heat -Strengthened and Fully Tempered Flat Glass; 2012. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data on Glazing Unit Glazing Types: Provide structural, physical and environmental characteristics, size limitations, special handling and installation requirements. C. Product Data on Glazing Compounds and Accessories: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Float Glass Manufacturers: 1. AGC Glass Company North America, Inc: www.us.agc.com. 2. Cardinal Glass Industries: www.cardinalcorp.com. 3. Guardian Industries Corp: www.sunguardglass.com. 4. PPG Industries, Inc: www.ppgideascapes.com. 5. Substitutions: Refer to Section 01 60 00 - Product Requirements. 2.02 GLASS MATERIALS A. Float Glass: Provide float glass based glazing unless noted otherwise. 1. Heat -Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT. 2. Fully Tempered Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 criteria. 2.03 GLAZING UNITS A. Type G-2 - Monolithic Interior Vision Glazing: 1. Applications: Interior glazing unless otherwise indicated. 2. Glass Type: Fully tempered float glass. 3. Tint: Clear. 4. Thickness: 1/4 inch (6.4 mm), nominal. 2.04 ACCESSORIES A. Setting Blocks: Silicone, with 80 to 90 Shore A durometer hardness; ASTM C864 Option II. Length of 0.1 inch for each square foot (25 mm for each square meter) of glazing or minimum 4 16010.00 / Medina City Hall 08 80 00 - 1 GLAZING Lower Level Renovations inch (100 mm) x width of glazing rabbet space minus 1/16 inch (1.5 mm) x height to suit glazing method and pane weight and area. B. Glazing Tape, Back Bedding Mastic Type: Preformed, butyl -based, 100 percent solids compound with integral resilient spacer rod applicable to application indicated; 5 to 30 cured Shore A durometer hardness; coiled on release paper; black color. C. Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel retaining slot; color black. PART 3 EXECUTION 3.01 VERIFICATION OF CONDITIONS A. Verify that openings for glazing are correctly sized and within tolerances, including those for size, squareness, and offsets at corners. B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and support framing is ready to receive glazing system. 3.02 PREPARATION A. Clean contact surfaces with appropriate solvent and wipe dry within maximum of 24 hours before glazing. Remove coatings that are not tightly bonded to substrates. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant where required for proper sealant adhesion. 3.03 INSTALLATION - DRY GLAZING METHOD (GASKET GLAZING) A. Application - Interior Glazed: Set glazing infills from either the exterior or the interior of the room. B. Place setting blocks at 1/4 points with edge block no more than 6 inch (152 mm) from corners. C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to attain full contact. D. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact. 3.04 INSTALLATION - DRY GLAZING METHOD (TAPE AND TAPE) A. Application - Interior Glazed: Set glazing infills from the interior of the building. B. Cut glazing tape to length and set against permanent stops, projecting 1/16 inch (1.6 mm) above sight line. C. Place setting blocks at 1/4 points with edge block no more than 6 inch (152 mm) from corners. D. Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit. E. Place glazing tape on free perimeter of glazing in same manner described above. F. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact. G. Carefully trim protruding tape with knife. 3.05 CLEANING A. Remove excess glazing materials from finish surfaces immediately after application using solvents or cleaners recommended by manufacturers. B. Remove non -permanent labels immediately after glazing installation is complete. C. Clean glass and adjacent surfaces after sealants are fully cured. D. Clean glass on both exposed surfaces not more than 4 days prior to Date of Substantial Completion in accordance with glass manufacturer's written recommendations. 16010.00 / Medina City Hall 08 80 00 - 2 GLAZING Lower Level Renovations 3.06 PROTECTION A. After installation, mark pane with an 'X' by using removable plastic tape or paste. B. Remove and replace glass that is damaged during construction period prior to Date of Substantial Completion. END OF SECTION 16010.00 / Medina City Hall 08 80 00 - 3 GLAZING Lower Level Renovations SECTION 09 05 61 COMMON WORK RESULTS FOR FLOORING PREPARATION PART 1 GENERAL 1.01 SECTION INCLUDES A. This section applies to all floors identified in the contract documents as to receive the following types of floor coverings: 1. Carpet tile. 2. Thin -set ceramic tile and stone tile. B. Removal of existing floor coverings. C. Preparation of new and existing concrete floor slabs for installation of floor coverings. D. Testing of concrete floor slabs for moisture and alkalinity (pH). E. Remediation of concrete floor slabs due to unsatisfactory moisture or alkalinity (pH) conditions. 1. Contractor shall perform all specified remediation of concrete floor slabs. If such remediation is indicated by testing agency's report and is due to a condition not under Contractor's control or could not have been predicted by examination prior to entering into the contract, a contract modification will be issued. 1.02 PRICE AND PAYMENT PROCEDURES A. Unit Price for Remedial Floor Coating: Do not include the cost of the floor coating in the base bid; state on the bid form the unit price per square foot (square meter) for the floor coating, installed, in the event such remediation is required. 1.03 REFERENCES A. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens); 2013. B. ASTM C472 - Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete; 1999 (Reapproved 2014). C. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2011. D. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride; 2011. E. RFCI (RWP) - Recommended Work Practices for Removal of Resilient Floor Coverings; Resilient Floor Covering Institute; October 2011. 1.04 SUBMITTALS A. Visual Observation Report: For existing floor coverings to be removed. B. Floor Covering and Adhesive Manufacturers' Product Literature: For each specific combination of substrate, floor covering, and adhesive to be used; showing: 1. Moisture and alkalinity (pH) limits and test methods. 2. Manufacturer's required bond/compatibility test procedure. C. Testing Agency's Report: 1. Description of areas tested; include floor plans and photographs if helpful. 2. Summary of conditions encountered. 3. Moisture and alkalinity (pH) test reports. 4. Copies of specified test methods. 5. Recommendations for remediation of unsatisfactory surfaces. 6. Submit report to Architect. 7. Submit report not more than two business days after conclusion of testing. D. Adhesive Bond and Compatibility Test Report. E. Copy of RFCI (RWP). 16010.00 / Medina City Hall 09 05 61 - 1 COMMON WORK RESULTS Lower Level Renovations FOR FLOORING PREPARATION F. Remedial Materials Product Data: Manufacturer's published data on each product to be used for remediation. 1.05 QUALITY ASSURANCE A. Moisture and alkalinity (pH) testing shall be performed by an independent testing agency employed and paid by Contractor. B. Testing Agency Qualifications: Independent testing agency experienced in the types of testing specified. 1. Submit evidence of experience consisting of at least 3 test reports of the type required, with project Owner's project contact information. C. Contractor's Responsibility Relating to Independent Agency Testing: 1. Provide access for and cooperate with testing agency. 2. Confirm date of start of testing at least 10 days prior to actual start. 3. Allow at least 4 business days on site for testing agency activities. 4. Achieve and maintain specified ambient conditions. 5. Notify Architect when specified ambient conditions have been achieved and when testing will start. 1.06 FIELD CONDITIONS A. Maintain ambient temperature in spaces where concrete testing is being performed, and for at least 48 hours prior to testing, at not less than 65 degrees F (18 degrees C) or more than 85 degrees F (30 degrees C). B. Maintain relative humidity in spaces where concrete testing is being performed, and for at least 48 hours prior to testing, at not less than 40 percent and not more than 60 percent. PART 2 PRODUCTS 2.01 MATERIALS A. Patching Compound: Floor covering manufacturer's recommended product, suitable for conditions, and compatible with adhesive and floor covering. In the absence of any recommendation from flooring manufacturer, provide a product with the following characteristics: 1. Cementitious moisture-, mildew-, and alkali -resistant compound, compatible with floor, floor covering, and floor covering adhesive, and capable of being feathered to nothing at edges. 2. Compressive Strength: 3000 psi, minimum, after 28 days, when tested in accordance with ASTM C109/C109M or ASTM C472, whichever is appropriate. B. Alternate Flooring Adhesive: Floor covering manufacturer's recommended product, suitable for the moisture and pH conditions present; low-VOC. In the absence of any recommendation from flooring manufacturer, provide a product recommended by adhesive manufacturer as suitable for substrate and floor covering and for conditions present. C. Remedial Floor Coating: Single- or multi -layer coating or coating/overlay combination intended by its manufacturer to resist water vapor transmission to degree sufficient to meet flooring manufacturer's emission limits, resistant to the level of alkalinity (pH) found, and suitable for adhesion of flooring without further treatment. 1. If testing agency recommends any particular products, use one of those. PART 3 EXECUTION 3.01 CONCRETE SLAB PREPARATION A. Perform following operations in the order indicated: 1. Preliminary cleaning. 2. Moisture vapor emission tests; 3 tests in the first 1000 square feet (100 square meters) and one test in each additional 1000 square feet (100 square meters), unless otherwise indicated or required by flooring manufacturer. 16010.00 / Medina City Hall 09 05 61 - 2 COMMON WORK RESULTS Lower Level Renovations FOR FLOORING PREPARATION 3. Internal relative humidity tests; in same locations as moisture vapor emission tests, unless otherwise indicated. 4. Alkalinity (pH) tests; in same locations as moisture vapor emission tests, unless otherwise indicated. 5. Specified remediation, if required. 6. Patching, smoothing, and leveling, as required. 7. Other preparation specified. 8. Adhesive bond and compatibility test. 9. Protection. B. Remediations: 1. Active Water Leaks or Continuing Moisture Migration to Surface of Slab: Correct this condition before doing any other remediation; re -test after correction. 2. Excessive Moisture Emission or Relative Humidity: If an adhesive that is resistant to the level of moisture present is available and acceptable to flooring manufacturer, use that adhesive for installation of the flooring; if not, apply remedial floor coating over entire suspect floor area. 3. Excessive Alkalinity (pH): If remedial floor coating is necessary to address excessive moisture, no additional remediation is required; if not, if an adhesive that is resistant to the level present is available and acceptable to the flooring manufacturer, use that adhesive for installation of the flooring; otherwise, apply a skim coat of specified patching compound over entire suspect floor area. 3.02 REMOVAL OF EXISTING FLOOR COVERINGS A. Comply with local, State, and federal regulations and recommendations of RFCI Recommended Work Practices for Removal of Resilient Floor Coverings, as applicable to floor covering being removed. B. Dispose of removed materials in accordance with local, State, and federal regulations and as specified. 3.03 PRELIMINARY CLEANING A. Clean floors of dust, solvents, paint, wax, oil, grease, asphalt, residual adhesive, adhesive removers, film -forming curing compounds, sealing compounds, alkaline salts, excessive laitance, mold, mildew, and other materials that might prevent adhesive bond. B. Do not use solvents or other chemicals for cleaning. 3.04 MOISTURE VAPOR EMISSION TESTING A. Where the floor covering manufacturer's requirements conflict with either the referenced test method or this specification, comply with the manufacturer's requirements. B. Where this specification conflicts with the referenced test method, comply with the requirements of this section. C. Test in accordance with ASTM F1869 and as follows. D. Plastic sheet test and mat bond test may not be substituted for the specified ASTM test method, as those methods do not quantify the moisture content sufficiently. E. In the event that test values exceed floor covering manufacturer's limits, perform remediation as indicated. In the absence of manufacturer limits, perform remediation if test values exceed 3 pounds per 1000 square feet (1.4 kg per 93 square meters) per 24 hours. F. Report: Report the information required by the test method. 3.05 ALKALINITY TESTING A. Where the floor covering manufacturer's requirements conflict with either the referenced test method or this specification, comply with the manufacturer's requirements. B. The following procedure is the equivalent of that described in ASTM F710, repeated here for the Contractor's convenience. 16010.00 / Medina City Hall 09 05 61 - 3 COMMON WORK RESULTS Lower Level Renovations FOR FLOORING PREPARATION C. Use a wide range alkalinity (pH) test paper, its associated chart, and distilled or deionized water. D. Place several drops of water on a clean surface of concrete, forming a puddle approximately 1 inch (25 mm) in diameter. Allow the puddle to set for approximately 60 seconds, then dip the alkalinity (pH) test paper into the water, remove it, and compare immediately to chart to determine alkalinity (pH) reading. E. In the event that test values exceed floor covering manufacturer's limits, perform remediation as indicated. In the absence of manufacturer limits, perform remediation if alkalinity (pH) test value is over 10. 3.06 PREPARATION A. See individual floor covering section(s) for additional requirements. B. Comply with requirements and recommendations of floor covering manufacturer. C. Fill and smooth surface cracks, grooves, depressions, control joints and other non-moving joints, and other irregularities with patching compound. D. Do not fill expansion joints, isolation joints, or other moving joints. 3.07 ADHESIVE BOND AND COMPATIBILITY TESTING A. Comply with requirements and recommendations of floor covering manufacturer. 3.08 APPLICATION OF REMEDIAL FLOOR COATING A. Comply with requirements and recommendations of coating manufacturer. 3.09 PROTECTION A. Cover prepared floors with building paper or other durable covering. END OF SECTION 16010.00 / Medina City Hall 09 05 61 - 4 COMMON WORK RESULTS Lower Level Renovations FOR FLOORING PREPARATION SECTION 09 21 16 GYPSUM BOARD ASSEMBLIES PART GENERAL 1.01 SECTION INCLUDES A. Metal stud wall framing. B. Metal channel ceiling framing. C. Acoustic insulation. D. Gypsum wallboard. E. Joint treatment and accessories. 1.02 RELATED REQUIREMENTS A. Section 06 10 00 - Rough Carpentry: Wood blocking product and execution requirements. 1.03 REFERENCE STANDARDS A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015. B. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2015. C. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2014. D. ASTM C665 - Standard Specification for Mineral -Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2012. E. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw -Attached Gypsum Panel Products; 2015. F. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2013. G. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2015. H. ASTM C1002 - Standard Specification for Steel Self -Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2014. I. ASTM C1047 - Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base; 2014a. J. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2014. K. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2013. L. ICC-ES AC38 - Acceptance Criteria for Water -Resistive Barriers; ICC Evaluation Service, Inc.; 2013. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing system. C. Product Data: Provide manufacturer's data on partition head to structure connectors, showing compliance with requirements. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing gypsum board application and finishing, with minimum three years of documented experience. 16010.00 / Medina City Hall Lower Level Renovations 09 21 16 - 1 GYPSUM BOARD ASSEMBLIES PART 2 PRODUCTS 2.01 GYPSUM BOARD ASSEMBLIES A. Provide completed assemblies complying with ASTM C840 and GA-216. 2.02 METAL FRAMING MATERIALS A. Manufacturers - Metal Framing, Connectors, and Accessories: 1 Clarkwestern Dietrich Building Systems LLC: www.clarkdietrich.com. 2. Marino: www.marinoware.com. 3. Phillips Manufacturing Company: www.phillipsmfg.com. 4. Substitutions: See Section 01 60 00 - Product Requirements. B. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf (L/240 at 240 Pa). 1. Studs: "C" shaped with flat or formed webs with knurled faces. 2. Runners: U shaped, sized to match studs. 3. Ceiling Channels: C-shaped. 4. Furring: Hat -shaped sections, minimum depth of 7/8 inch (22 mm). C. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required. D. Partition Head to Structure Connections: Provide mechanical anchorage devices that accommodate deflection using slotted holes, screws and anti -friction bushings, preventing rotation of studs while maintaining structural performance of partition. 1. Structural Performance: Maintain lateral load resistance and vertical movement capacity required by applicable code, when evaluated in accordance with AISI SG02-1. 2. Material: ASTM A653/A653M steel sheet, SS Grade 50/340, with G60/Z180 hot dipped galvanized coating. 2.03 BOARD MATERIALS A. Manufacturers - Gypsum -Based Board: 1. American Gypsum Company: www.americangypsum.com. 2. Georgia-Pacific Gypsum: www.gpgypsum.com. 3. National Gypsum Company: www.nationalgypsum.com. 4. USG Corporation: www.usg.com. 5. Substitutions: See Section 01 60 00 - Product Requirements. B. Gypsum Wallboard: Paper -faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut. 1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated. 2. Thickness: a. Vertical Surfaces: 5/8 inch (16 mm). b. Ceilings: 1/2 inch (13 mm). C. Backing Board For Non -Wet Areas: Water-resistant gypsum backing board as defined in ASTM C1396/C1396M; sizes to minimum joints in place; ends square cut. 1. Application: Vertical surfaces behind thinset tile, except in wet areas. 2. Type X Thickness: 5/8 inch (16 mm). 3. Edges: Tapered. D. Ceiling Board: Special sag resistant gypsum ceiling board as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut. 1. Application: Ceilings, unless otherwise indicated. 2. Thickness: 1/2 inch (13 mm). 3. Edges: Tapered. 2.04 ACCESSORIES A. Acoustic Insulation: ASTM C665; preformed glass fiber, friction fit type, unfaced. Thickness: 3 inch (76 mm). 16010.00 / Medina City Hall Lower Level Renovations 09 21 16 - 2 GYPSUM BOARD ASSEMBLIES B. Acoustic Sealant: Acrylic emulsion latex or water -based elastomeric sealant; do not use solvent -based non -curing butyl sealant. C. Vapor Barrier: Plastic sheet complying with ICC-ES AC38. D. Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless noted otherwise. 1. Types: As detailed or required for finished appearance. E. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions. 1. Tape: 2 inch (50 mm) wide, coated glass fiber tape for joints and corners, except as otherwise indicated. 2. Tape: 2 inch (50 mm) wide, creased paper tape for joints and corners, except as otherwise indicated. 3. Ready -mixed vinyl -based joint compound. F. Screws for Fastening of Gypsum Panel Products to Cold -Formed Steel Studs Less than 0.033 inch (0.84 mm) in Thickness and Wood Members: ASTM C1002; self -piercing tapping screws, corrosion resistant. G. Screws for Fastening of Gypsum Panel Products to Steel Members from 0.033 to 0.112 inch (0.84 to 2.84 mm) in Thickness: ASTM C954; steel drill screws, corrosion resistant. H. Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in place. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that project conditions are appropriate for work of this section to commence. 3.02 FRAMING INSTALLATION A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions. B. Suspended Ceilings and Soffits: Space framing and furring members as indicated. C. Studs: Space studs at 16 inches on center (at 406 mm on center). 1. Extend partition framing to structure where indicated and to ceiling in other locations. 2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in accordance with manufacturer's instructions. 3. Partitions Terminating at Structure: Attach top runner to structure, maintain clearance between top of studs and structure, and connect studs to track using specified mechanical devices in accordance with manufacturer's instructions; verify free movement of top of stud connections; do not leave studs unattached to track. D. Openings: Reinforce openings as required for weight of doors or operable panels, using not less than double studs at jambs. E. Standard Wall Furring: Install at concrete and masonry walls scheduled to receive gypsum board, not more than 4 inches (100 mm) from floor and ceiling lines and abutting walls. Secure in place on alternate channel flanges at maximum 24 inches (600 mm) on center. F. Blocking: Install wood blocking for support of: 1. Framed openings. 2. Wall mounted cabinets. 3. Plumbing fixtures. 4. Toilet partitions. 5. Toilet accessories. 6. Wall mounted door hardware. 3.03 ACOUSTIC ACCESSORIES INSTALLATION A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and tight to items passing through partitions. B. Acoustic Sealant: Install in accordance with manufacturer's instructions. 16010.00 / Medina City Hall Lower Level Renovations 09 21 16 - 3 GYPSUM BOARD ASSEMBLIES 3.04 BOARD INSTALLATION A. Comply with ASTM C 840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations. B. Single -Layer Non -Rated: Install gypsum board perpendicular to framing, with ends and edges occurring over firm bearing. C. Installation on Metal Framing: Use screws for attachment of gypsum board. 3.05 INSTALLATION OF TRIM AND ACCESSORIES A. Corner Beads: Install at external corners, using longest practical lengths. B. Edge Trim: Install at locations where gypsum board abuts dissimilar materials. 3.06 JOINT TREATMENT A. Paper Faced Gypsum Board: Use paper joint tape, bedded with ready -mixed vinyl -based joint compound and finished with ready -mixed vinyl -based joint compound. B. Finish gypsum board in accordance with levels defined in ASTM C840, as follows: 1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated. 2. Level 1: Wall areas above finished ceilings, whether or not accessible in the completed construction. C. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. 1. Feather coats of joint compound so that camber is maximum 1/32 inch (0.8 mm). 3.07 TOLERANCES A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet (3 mm in 3 m) in any direction. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 09 21 16 - 4 GYPSUM BOARD ASSEMBLIES SECTION 09 30 00 TILING PART 1 GENERAL 1.01 SECTION INCLUDES A. Tile for floor applications. B. Tile for wall applications. 1.02 RELATED REQUIREMENTS A. Section 07 92 00 - Joint Sealants: Sealing joints between tile work and adjacent construction and fixtures. B. Section 09 21 16 - Gypsum Board Assemblies: Tile backer board. 1.03 REFERENCE STANDARDS A. ANSI A108/A118/A136.1 - American National Standard Specifications for the Installation of Ceramic Tile - Version; 2014. B. ANSI A108.1A - American National Standard Specifications for Installation of Ceramic Tile in the Wet -Set Method, with Portland Cement Mortar; 2014. C. ANSI A108.1 B - American National Standard Specifications for Installation of Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry -Set or Latex -Portland Cement Mortar; 1999 (Reaffirmed 2010). D. ANSI A108.1 C - Specifications for Contractors Option: Installation of Ceramic Tile in the Wet - Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry -Set or Latex -Portland Cement Mortar; 1999 (Reaffirmed 2010). E. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile with Organic Adhesives or Water Cleanable Tile -Setting Epoxy Adhesive; 2009 (Revised). F. ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tile with Dry -Set Portland Cement Mortar or Latex -Portland Cement Mortar; 1999 (Reaffirmed 2010). G. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant, Water Cleanable Tile -Setting and -Grouting Epoxy; 1999 (Reaffirmed 2010). H. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant Furan Resin Mortar and Grout; 1999 (Reaffirmed 2010). I. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout; 1999 (Reapproved 2010). J. ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework; 1999 (Reapproved 2010). K. ANSI A108.11 - American National Standard Specifications for Interior Installation of Cementitious Backer Units; 2010 (Revised). L. ANSI A108.12 - American National Standard Specifications for Installation of Ceramic Tile with EGP (Exterior Glue Plywood) Latex -Portland Cement Mortar; 1999 (Reaffirmed 2010). M. ANSI A108.13 - American National Standard Specifications for Installation of Load Bearing, Bonded, Waterproof Membranes for Thin -Set Ceramic Tile and Dimension Stone; 2005 (Reaffirmed 2010). N. ANSI A118.1 - American National Standard Specifications for Dry -Set Cement Mortar; 2012 (Revsied). O. ANSI A118.4 - American National Standard Specifications for Modified Dry -Set Cement Mortar; 2012 (Revised). P. ANSI A118.7 - American National Standard Specifications for High Performance Cement Grouts for Tile Installation; 2010 (Revised). 16010.00 / Medina City Hall 09 30 00 - 1 TILING Lower Level Renovations Q. ANSI A118.12 - American National Standard Specifications for Crack Isolation Membranes for Thin -Set Ceramic Tile and Dimension Stone Installation; 2014. R. ANSI A118.15 - American National Standard Specifications for Improved Modified Dry -Set Cement Mortar; 2012. S. ANSI A137.1 - American National Standard Specifications for Ceramic Tile - Version; 2013.1. T. ASTM C373 - Standard Test Method for Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products, Ceramic Tiles, and Glass Tiles; 2014a. U. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2015. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories. Include instructions for using grouts and adhesives. C. Maintenance Data: Include recommended cleaning methods, cleaning materials, and stain removal methods. D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 60 00 - Product Requirements, for additional provisions. 2. Extra Tile: 1 percent of each size, color, and surface finish combination, but not less than 10 of each type. 1.05 QUALITY ASSURANCE A. Maintain one copy of and ANSI A108/A118/A136.1 and TCNA (HB) on site. B. Manufacturer Qualifications: Company specializing in manufacturing the types of products specified in this section, with minimum five years of documented experience. C. Installer Qualifications: Company specializing in performing tile installation, with minimum of five years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.07 FIELD CONDITIONS A. Maintain ambient and substrate temperature of 50 degrees F (10 degrees C) during installation of mortar materials. PART 2 PRODUCTS 2.01 TILE A. Manufacturers: All products by the same manufacturer. 1. American Olean Corporation: www.americanolean.com. 2. Dal -Tile Corporation: www.daltile.com. 3. Substitutions: See Section 01 60 00 - Product Requirements. B. Glazed Wall Tile, Type CT 1: ANSI A137.1, standard grade. 1. Moisture Absorption: 7.0 to 20.0 percent as tested in accordance with ASTM C373. 2. Size: 4-1/4 by 4-1/4 inch (108 by 108 mm), nominal. 3. Edges: Cushioned. 4. Surface Finish: High gloss. 5. Color(s): To be selected by Architect from manufacturer's Price Group 1 range. 6. Trim Units: Matching bullnose, cove, and base shapes in sizes coordinated with field tile. 7. Products: a. Basis of Design: Daltile, Semi -gloss Group 1. C. Porcelain Tile, Type CT 2: ANSI A137.1, standard grade. 1. Moisture Absorption: 0 to 0.5 percent as tested in accordance with ASTM C373. 2. Size: 12 by 12 inch (305 by 305 mm), nominal. 16010.00 / Medina City Hall 09 30 00 - 2 TILING Lower Level Renovations 3. Thickness: 3/8 inch (9.5 mm). 4. Edges: Square. 5. Surface Finish: Unglazed. 6. Color(s): To be selected by Architect from manufacturer's standard range. 7. Trim Units: Matching cove base and Cove base corner shapes in sizes coordinated with field tile. 8. Products: a. Basis of Design: Daltile City View Colorbody Porcelain. 2.02 SETTING MATERIALS A. Manufacturers: 1. ARDEX Engineered Cements: www.ardexamericas.com. 2. Bostik Inc: www.bostik-us.com. 3. LATICRETE International, Inc: www.laticrete.com. 4. Merkrete, by Parex USA, Inc: www.merkrete.com. 5. ProSpec, an Oldcastle brand: www.prospec.com. 6. Substitutions: See Section 01 60 00 - Product Requirements. B. Latex -Portland Cement Mortar Bond Coat: ANSI A118.4, ANSI A118.15, or 1. Applications: Use this type of bond coat where indicated and where no other type of bond coat is indicated. C. Dry -Set Portland Cement Mortar Bond Coat: ANSI A118.1. 2.03 GROUTS A. Manufacturers: 1. ARDEX Engineered Cements; : www.ardexamericas.com. 2. LATICRETE International, Inc: www.laticrete.com. 3. Merkrete, by Parex USA, Inc: www.merkrete.com. 4. ProSpec, an Oldcastle brand: www.prospec.com. 5. Substitutions: See Section 01 60 00 - Product Requirements. B. Polymer Modified Grout: ANSI A118.7 polymer modified cement grout. 1. Applications: Use this type of grout where indicated and where no other type of grout is indicated. 2. Use sanded grout for joints 1 /8 inch (3.2 mm) wide and larger; use unsanded grout for joints less than 1/8 inch (3.2 mm) wide. 3. Color(s): As selected by Architect from manufacturer's full line. C. Stain Resistant Grout Additive: Liquid admixture for sanded and unsanded cement -based grouts; mix with dry grout material in place of water. 1. Applications: Tile floors. 2.04 ACCESSORY MATERIALS A. Concrete Floor Slab Crack Isolation Membrane: Material complying with ANSI A118.12; not intended as waterproofing. 1. Thickness: 20 mils (0.5 mm), maximum. 2. Crack Resistance: No failure at 1/16 inch (1.6 mm) gap, minimum. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that sub -floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive tile. B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust -free, and are ready to receive tile. C. Verify that sub -floor surfaces are dust -free and free of substances that could impair bonding of setting materials to sub -floor surfaces. 16010.00 / Medina City Hall 09 30 00 - 3 TILING Lower Level Renovations D. Verify that concrete sub -floor surfaces are ready for tile installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by tile manufacturer and setting materials manufacturer. 3.02 PREPARATION A. Protect surrounding work from damage. B. Vacuum clean surfaces and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. 3.03 INSTALLATION - GENERAL A. Install tile and grout in accordance with applicable requirements of ANSI A108.1A thru A108.13, manufacturer's instructions, and TCNA (HB) recommendations. B. Request tile pattern. Do not interrupt tile pattern through openings. C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align floor joints. D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make grout joints without voids, cracks, excess mortar or excess grout, or too little grout. E. Form internal angles square and external angles bullnosed. F. Sound tile after setting. Replace hollow sounding units. G. Keep control and expansion joints free of mortar, grout, and adhesive. H. Prior to grouting, allow installation to completely cure; minimum of 48 hours. I. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated. J. At changes in plane and tile -to -tile control joints, use tile sealant instead of grout, with either bond breaker tape or backer rod as appropriate to prevent three -sided bonding. 3.04 INSTALLATION - FLOORS - THIN -SET METHODS A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F113, dry -set or latex -Portland cement bond coat, with standard grout, unless otherwise indicated. 1. Use uncoupling membrane under all tile unless other underlayment is indicated. 3.05 INSTALLATION - WALL TILE A. Over gypsum wallboard on wood or metal studs install in accordance with TCNA (HB) Method W243, thin -set with dry -set or latex -Portland cement bond coat, unless otherwise indicated. 3.06 CLEANING A. Clean tile and grout surfaces. 3.07 PROTECTION A. Do not permit traffic over finished floor surface for 4 days after installation. END OF SECTION 16010.00 / Medina City Hall 09 30 00 - 4 TILING Lower Level Renovations SECTION 09 51 00 SUSPENDED ACOUSTICAL CEILINGS PART GENERAL 1.01 SECTION INCLUDES A. Suspended metal grid ceiling system. B. Acoustical units. 1.02 REFERENCE STANDARDS A. ASTM C635/C635M - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay -in Panel Ceilings; 2013a. B. ASTM C636/C636M - Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -in Panels; 2013. C. ASTM E580/E580M - Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay -in Panels in Areas Subject to Earthquake Ground Motions; 2014. D. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2014. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on suspension system components and acoustical units. 1.04 QUALITY ASSURANCE A. Suspension System Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. B. Acoustical Unit Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. 1.05 FIELD CONDITIONS A. Maintain uniform temperature of minimum 60 degrees F (16 degrees C), and maximum humidity of 40 percent prior to, during, and after acoustical unit installation. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acoustic Panels: 1. Armstrong World Industries, Inc; Ultima #1912: www.armstrong.com. 2. USG; Mars ClimaPlus #86985: www.usg.com. 3. Substitutions: See Section 01 60 00 - Product Requirements. B. Suspension Systems: 1. Same as for acoustical units. 2.02 ACOUSTICAL UNITS A. Acoustical Panels: Painted face mineral fiber, ASTM E1264 Type IV, with the following characteristics: 1. Size: 24 by 24 inches (600 by 600 mm). 2. Thickness: 3/4 inches (19 mm). 3. Composition: Wet felted. 4. Surface Color: White. 5. Surface Pattern: Fine/smooth textured. 6. Suspension System: Exposed grid. 2.03 SUSPENSION SYSTEM(S) A. Suspension Systems - General: Complying with ASTM C635/C635M; die cut and interlocking components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips as required. 16010.00 / Medina City Hall 09 51 00 - 1 SUSPENDED ACOUSTICAL Lower Level Renovations CEILINGS B. Exposed Steel Suspension System: Formed steel, commercial quality cold rolled; heavy-duty. 1. Profile: Tee; 15/16 inch (24 mm) wide face. 2. Construction: Double web. 3. Finish: White painted. 2.04 ACCESSORIES A. Support Channels and Hangers: Galvanized steel; size and type to suit application and ceiling system flatness requirement specified. B. Perimeter Moldings: Same material and finish as grid. 1. At Exposed Grid: Provide L-shaped molding for mounting at same elevation as face of grid. C. Touch-up Paint: Type and color to match acoustical and grid units. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that layout of hangers will not interfere with other work. 3.02 INSTALLATION - SUSPENSION SYSTEM A. Install suspension system in accordance with ASTM C636/C636M, ASTM E580/E580M, and manufacturer's instructions and as supplemented in this section. B. Rigidly secure system, including integral mechanical and electrical components, for maximum deflection of 1:360. C. Install after major above -ceiling work is complete. Coordinate the location of hangers with other work. D. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members. E. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. F. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. G. Support fixture loads using supplementary hangers located within 6 inches (150 mm) of each corner, or support components independently. H. Do not eccentrically load system or induce rotation of runners. I. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with other interruptions. 1. Use longest practical lengths. 2. Overlap and rivet corners. 3.03 INSTALLATION - ACOUSTICAL UNITS A. Install acoustical units in accordance with manufacturer's instructions. B. Fit acoustical units in place, free from damaged edges or other defects detrimental to appearance and function. C. Fit border trim neatly against abutting surfaces. D. Install units after above -ceiling work is complete. E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents. F. Cutting Acoustical Units: 1. Cut to fit irregular grid and perimeter edge trim. 2. Make field cut edges of same profile as factory edges. 3. Double cut and field paint exposed reveal edges. 16010.00 / Medina City Hall 09 51 00 - 2 SUSPENDED ACOUSTICAL Lower Level Renovations CEILINGS 3.04 TOLERANCES A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet (3 mm in 3 m). B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees. END OF SECTION 16010.00 / Medina City Hall 09 51 00 - 3 SUSPENDED ACOUSTICAL Lower Level Renovations CEILINGS SECTION 09 65 00 RESILIENT BASE AND ACCESSORIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Resilient base. B. Installation accessories. 1.02 RELATED REQUIREMENTS A. Section 09 05 61 - Common Work Results for Flooring Preparation: Independent agency testing of concrete slabs, removal of existing floor coverings, cleaning, and preparation. B. Section 09 687 13 - Tile Carpeting: Installation of carpeting. 1.03 REFERENCE STANDARDS A. ASTM F1861 - Standard Specification for Resilient Wall Base; 2008 (Reapproved 2012)e1. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; including sizes, patterns and colors available; and installation instructions. C. Selection Samples: Submit manufacturer's complete set of color samples for Architect's initial selection. D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 60 00 - Product Requirements, for additional provisions. 2. Extra Wall Base: 10 linear feet (one linear meters) of each type and color. 1.05 DELIVERY, STORAGE, AND HANDLING A. Store all materials off of the floor in an acclimatized, weather -tight space. B. Maintain temperature in storage area between 55 degrees F (13 degrees C) and 90 degrees F (72 degrees C). 1.06 FIELD CONDITIONS A. Store materials for not less than 48 hours prior to installation in area of installation at a temperature of 70 degrees F (21 degrees C) to achieve temperature stability. Thereafter, maintain conditions above 55 degrees F (13 degrees C). PART 2 PRODUCTS 2.01 RESILIENT BASE A. Resilient Base: ASTM F1861, Type TV, vinyl, thermoplastic; top set Style A, Straight at carpet tile; Style B, Cove at hard surface floors. 1. Height: 4 inch (100 mm). 2. Thickness: 0.125 inch (3.2 mm) thick. 3. Finish: Satin. 4. Color: Color as selected from manufacturer's standards. 5. Accessories: Premolded external corners and end stops. 6. Manufacturers: a. Burke Flooring: www.burkemercer.com. b. Johnsonite, a Tarkett Company: www.johnsonite.com. c. Roppe Corp: www.roppe.com. d. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 ACCESSORIES A. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer. B. Moldings, Transition and Edge Strips: Same material as flooring. 16010.00 / Medina City Hall 09 65 00 - 1 RESILIENT BASE AND Lower Level Renovations ACCESSORIES PART 3 EXECUTION 3.01 EXAMINATION A. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust -free, and are ready to receive resilient base. 3.02 INSTALLATION A. Starting installation constitutes acceptance of wall conditions. B. Install in accordance with manufacturer's instructions. C. Spread only enough adhesive to permit installation of materials before initial set. D. Fit joints tightly. E. Install edge strips at unprotected or exposed edges, where flooring terminates, and where indicated. 1. Resilient Strips: Attach to substrate using adhesive. 3.03 RESILIENT BASE A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches (45 mm) between joints. B. Install base on solid backing. Bond tightly to wall and floor surfaces. C. Scribe and fit to door frames and other interruptions. 3.04 CLEANING A. Remove excess adhesive from floor, base, and wall surfaces without damage. B. Clean in accordance with manufacturer's instructions. END OF SECTION 16010.00 / Medina City Hall 09 65 00 - 2 RESILIENT BASE AND Lower Level Renovations ACCESSORIES SECTION 09 68 13 TILE CARPETING PART 1 GENERAL 1.01 SECTION INCLUDES A. Carpet tile, loose laid with adhesive attachment between tiles. 1.02 REFERENCE STANDARDS 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns, colors available, and method of installation. C. Shop Drawings: Indicate direction of pattern. D. Samples: Submit two carpet tiles illustrating color and pattern design for each carpet color selected. E. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and F. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and suggested schedule for cleaning. G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 01 60 00 - Product Requirements, for additional provisions. 2. Extra Carpet Tiles: Quantity equal to 5 percent of total installed of each color and pattern installed. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet tile with minimum three years documented experience. B. Installer Qualifications: Company specializing in installing carpet tile with minimum three years documented experience and approved by carpet tile manufacturer. 1.05 FIELD CONDITIONS PART 2 PRODUCTS 2.01 MANUFACTURERS A. Tile Carpeting: 1. Interface, Inc; : www.interfaceinc.com. 2. Substitutions: Not permitted. 2.02 MATERIALS A. Tile Carpeting: Tufted, cut and loop manufactured in one color dye lot. 1. Product: Reincarnation manufactured by Interface FLOR. 2. Tile Size: 19.7 by 19.7 inch (50 by 50 mm), nominal. 3. Color: 8895 Sandalwood. 4. Pattern: 123210250H. 5. Stitches: 11.2 per inch (43.9 per cm). 6. Pile Weight: 23 oz/sq yd (780 gm/sq m). 2.03 ACCESSORIES A. Sub -Floor Filler: White premix latex; type recommended by flooring material manufacturer. B. Edge Strips: See section 09 65 00. C. Carpet Tile Adhesive: Recommended by carpet tile manufacturer. Adhesive tape between tiles 16010.00 / Medina City Hall Lower Level Renovations 09 68 13 - 1 TILE CARPETING PART 3 EXECUTION 3.01 EXAMINATION A. Verify that sub -floor surfaces are smooth and flat within tolerances specified for that type of work and are ready to receive carpet tile. B. Cementitious Sub -floor Surfaces: Verify that substrates are dry enough and ready for flooring installation by testing for moisture and pH. 1. Test in accordance with Section 09 05 61. 2. Obtain instructions if test results are not within limits recommended by flooring material manufacturer and adhesive materials manufacturer. 3.02 PREPARATION A. Prepare floor substrates for installation of flooring in accordance with Section 09 05 61. 3.03 INSTALLATION A. Starting installation constitutes acceptance of sub -floor conditions. B. Install carpet tile in accordance with manufacturer's instructions. C. Blend carpet from different cartons to ensure minimal variation in color match. D. Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without gaps. E. Lay carpet tile in ashlar pattern, with pile direction parallel to next unit, set aligned as indicated on shop drawings. F. Trim carpet tile neatly at walls and around interruptions. G. Complete installation of edge strips, concealing exposed edges. 3.04 CLEANING A. Remove excess adhesive without damage, from floor, base, and wall surfaces. B. Clean and vacuum carpet surfaces. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 09 68 13 - 2 TILE CARPETING SECTION 09 91 23 INTERIOR PAINTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, and varnishes. C. Scope: Finish interior surfaces exposed to view, unless fully factory -finished and unless otherwise indicated. D. Do Not Paint or Finish the Following Items: 1. Items factory -finished unless otherwise indicated; materials and products having factory - applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, bar code labels, and operating parts of equipment. 5. Floors, unless specifically indicated. 6. Glass. 7. Concealed pipes, ducts, and conduits. 1.02 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood -Base Materials; 2007. C. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; current edition, www.paintinfo.com. D. SSPC-SP 1 - Solvent Cleaning; 2015. E. SSPC-SP 2 - Hand Tool Cleaning; 1982 (Ed. 2004). 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide complete list of products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number (e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. C. Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches (216 by 279 mm) in size, illustrating range of colors available for each finishing product specified. 1. Where sheen is specified, submit samples in only that sheen. D. Manufacturer's Instructions: Indicate special surface preparation procedures. E. Maintenance Data: Submit data including finish schedule showing where each product/color/finish was used, product technical data sheets, material safety data sheets (MSDS), care and cleaning instructions, touch-up procedures, repair of painted and finished surfaces, and color samples of each color and finish used. F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1 See Section 01 60 00 - Product Requirements, for additional provisions. 2. Extra Paint and Finish Materials: 1 gallon (4 L) of each color; from the same product run, store where directed. 16010.00 / Medina City Hall Lower Level Renovations 09 91 23 - 1 INTERIOR PAINTING 3. Label each container with color in addition to the manufacturer's label. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with minimum three years documented experience. B. Applicator Qualifications: Company specializing in performing the type of work specified with minimum three years experience and approved by manufacturer. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions. 1.06 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. C. Provide lighting level of 80 ft candles (860 Ix) measured mid -height at substrate surface. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide paints and finishes from the same manufacturer to the greatest extent possible. B. Paints: 1. Diamond Vogel Paints: www.diamondvogel.com. 2. Glidden Professional, a product of PPG Architectural Coatings: www.gliddenprofessional.com. 3. PPG Paints: www.ppgpaints.com. 4. Pratt & Lambert Paints: www.prattandlambert.com. 5. Sherwin-Williams Company: www.sherwin-williams.com. 2.02 PAINTS AND FINISHES - GENERAL A. Paints and Finishes: Ready mixed, unless intended to be a field -catalyzed paint. 1. Provide paints and finishes of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each paint material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is specifically described in manufacturer's product instructions. B. Volatile Organic Compound (VOC) Content: 1. Provide paints and finishes that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. C. Colors: To be selected from manufacturer's full range of available colors. 1. Selection to be made by Architect after award of contract. 16010.00 / Medina City Hall Lower Level Renovations 09 91 23 - 2 INTERIOR PAINTING 2. Allow for minimum of three colors for each system, unless otherwise indicated, without additional cost to Owner. 3. Extend colors to surface edges; colors may change at any edge as directed by Architect. 4. In finished areas, finish pipes, ducts, conduit, and equipment the same color as the wall/ceiling they are mounted on/under. 2.03 PAINT SYSTEMS - INTERIOR A. Paint I -OP - Interior Surfaces to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete masonry units, shop primed steel, and galvanized steel. 1. Two top coats and one coat primer. 2. Top Coat(s): Institutional Low OdorNOC Interior Latex. 3. Top Coat Sheen: a. Eggshell: MPI gloss level 3; use this sheen at all locations. 4. Primer: As recommended by top coat manufacturer for specific substrate. B. Paint I-OP-MD-DT - Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants, including metals and wood: 1. Medium duty applications include doors and door frames. 2. Two top coats and one coat primer. 3. Top Coat(s): High Performance Architectural Interior Latex. 4. Top Coat Sheen: a. Semi -Gloss: MPI gloss level 5; use this sheen at all locations. 5. Primer: As recommended by top coat manufacturer for specific substrate. 2.04 ACCESSORY MATERIALS A. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of painted surfaces. B. Patching Material: Latex filler. C. Fastener Head Cover Material: Latex filler. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially effect proper application. C. Test shop -applied primer for compatibility with subsequent cover materials. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1 Gypsum Wallboard: 12 percent. 2. Masonry, Concrete, and Concrete Masonry Units : 12 percent. 3. Interior Wood: 15 percent, measured in accordance with ASTM D4442. 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. D. Seal surfaces that might cause bleed through or staining of topcoat. E. Masonry: 1. Prepare surface as recommended by top coat manufacturer. F. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair. G. Galvanized Surfaces: 16010.00 / Medina City Hall Lower Level Renovations 09 91 23 - 3 INTERIOR PAINTING 1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1. 2. Prepare surface according to SSPC-SP 2. H. Ferrous Metal: 1. Solvent clean according to SSPC-SP1. 2. Shop -Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re -prime entire shop -primed item. I. Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation. 3.03 APPLICATION A. Apply products in accordance with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual". B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. C. Apply each coat to uniform appearance in thicknesses specified by manufacturer. D. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as many coats as necessary for complete hide. E. Sand wood and metal surfaces lightly between coats to achieve required finish. F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. 3.05 PROTECTION A. Protect finishes until completion of project. B. Touch-up damaged finishes after Substantial Completion. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 09 91 23 - 4 INTERIOR PAINTING SECTION 10 11 01 VISUAL DISPLAY BOARDS PART 1 GENERAL 1.01 SECTION INCLUDES A. Markerboards. 1.02 RELATED REQUIREMENTS A. Section 06 10 00 - Rough Carpentry: Blocking and supports. B. Section 09 21 16 - Gypsum Board Assemblies: Concealed supports in metal stud walls. 1.03 REFERENCE STANDARDS A. ANSI A208.1 - American National Standard for Particleboard; 2009. B. ASTM A424/A424M - Standard Specification for Steel, Sheet, for Porcelain Enameling; 2009a. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide manufacturer's data on markerboard, trim, and accessories. C. Shop Drawings: Indicate wall elevations, dimensions, joint locations, special anchor details. D. Maintenance Data: Include data on regular cleaning, stain removal. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. 1.06 WARRANTY A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements. B. Provide five year warranty for markerboard to include warranty against discoloration due to cleaning, crazing or cracking, and staining. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Visual Display Boards: 1. MooreCo, Inc: www.moorecoinc.com. 2. Claridge Products and Equipment, Inc: www.claridgeproducts.com. 3. Polyvision Corporation (Nelson Adams): www.polyvision.com. 4. W.E. Neal Slate Company; www.nealslate.com. 5. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 VISUAL DISPLAY BOARDS A. Markerboards: Porcelain enamel on steel, laminated to core. 1. Color: White. 2. Steel Face Sheet Thickness: 24 gage, 0.0239 inch (0.61 mm). 3. Core: Particleboard, manufacturer's standard thickness, laminated to face sheet. 4. Backing: Aluminum foil, laminated to core. 5. Height: 48 inches (1220 mm). 6. Length: 6 feet (1830 mm), in one piece. 7. Frame: Extruded aluminum, with concealed fasteners. 8. Frame Finish: Anodized, natural. 9. Accessories: Provide marker tray. 2.03 MATERIALS A. Porcelain Enameled Steel Sheet: ASTM A424/A424M, Type I, Commercial Steel, with fired -on vitreous finish. 16010.00 / Medina City Hall Lower Level Renovations 10 11 01 - 1 VISUAL DISPLAY BOARDS B. Particleboard: ANSI A208.1; wood chips, set with waterproof resin binder, sanded faces. C. Foil Backing: Aluminum foil sheet, 0.005 inch (0.13 mm) thick. 2.04 ACCESSORIES A. Temporary Protective Cover: Sheet polyethylene, 8 mil (0.2 mm) thick. B. Marker Tray: Aluminum, manufacturer's standard profile, one piece full length of chalkboard, molded ends, concealed fasteners, same finish as frame. C. Mounting Brackets: Concealed. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as indicated. B. Verify that internal wall blocking is ready to receive work and positioning dimensions are as indicated on shop drawings. 3.02 INSTALLATION A. Install boards in accordance with manufacturer's instructions. B. Secure units level and plumb. 3.03 CLEANING A. Clean board surfaces in accordance with manufacturer's instructions. B. Cover with protective cover, taped to frame. C. Remove temporary protective cover at Date of Substantial Completion. END OF SECTION 16010.00 / Medina City Hall Lower Level Renovations 10 11 01 - 2 VISUAL DISPLAY BOARDS SECTION 10 21 13.13 METAL TOILET COMPARTMENTS PART GENERAL 1.01 SECTION INCLUDES A. Metal toilet compartments. B. Urinal screens. 1.02 RELATED REQUIREMENTS A. Section 10 28 00 - Toilet Accessories. 1.03 REFERENCE STANDARDS A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015. B. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate partition plan, elevation views, dimensions, details of wall and floor supports, door swings. C. Product Data: Provide data on panel construction, hardware, and accessories. D. Samples: Submit two samples of partition panels, 2 x 2 inch in size illustrating panel finish, color, and sheen. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Metal Toilet Compartments: 1. General Partitions Mfg. Corp: www.generalpartitions.com. 2. Global Steel Products Corp: www.globalpartitions.com. 3. Metpar Corp: www.metpar.com. 4. Substitutions: Section 01 60 00 - Product Requirements. 2.02 MATERIALS A. Steel Sheet: Hot -dipped galvanized steel sheet, ASTM A653/A653M, with G90/Z275 coating. 2.03 COMPONENTS A. Toilet Compartments: Powder coated steel, floor -mounted unbraced. B. Doors, Panels, and Pilasters: Sheet steel faces, pressure bonded to sound deadening core, formed and closed edges; corners made with corner clips or mitered, welded, and ground smooth. 1. Panel Faces: 20 gage, 0.0359 inch (0.91 mm). 2. Door Faces: 22 gage, 0.0299 inch (0.76 mm). 3. Pilaster Faces: 20 gage, 0.0359 inch (0.91 mm). 4. Reinforcement: 12 gage, 0.1046 inch (2.66 mm). 5. Internal Reinforcement: Provide in areas of attached hardware and fittings. Mark locations of reinforcement for partition mounted washroom accessories. C. Door and Panel Dimensions: 1. Thickness: 1 inch (25 mm). 2. Door Width: 24 inch (610 mm). 3. Door Width for Handicapped Use: 36 inch (915 mm), out -swinging. 4. Height: 58 inch (1473 mm). D. Pilasters: 1-1/4 inch (32 mm) thick, of sizes required to suit compartment width and spacing. 16010.00 / Medina City Hall 10 21 13.13 -1 METAL TOILET Lower Level Renovations COMPARTMENTS E. Urinal Screens: Wall mounted with two panel brackets, and floor -to -ceiling vertical upright consisting of pilaster anchored to floor and ceiling. 2.04 ACCESSORIES A. Pilaster Shoes: Formed ASTM A666, Type 304 stainless steel with No. 4 finish, 3 inch (175 mm) high, concealing floor fastenings. 1. Provide adjustment for floor variations with screw jack through steel saddles integral with pilaster. B. Head Rails: Hollow anodized aluminum tube, 1 by 1-5/8 inch (25 by 41 mm) size, with anti -grip strips and cast socket wall brackets. C. Brackets: Polished chrome -plated non-ferrous cast metal. D. Attachments, Screws, and Bolts: Stainless steel, tamper proof type. E. Hardware: Polished chrome plated non-ferrous cast metal: 1. Pivot hinges, gravity type, adjustable for door close positioning; two per door. 2. Thumb turn or sliding door latch with exterior emergency access feature. 3. Door strike and keeper with rubber bumper; mounted on pilaster in alignment with door latch. 4. Coat hook with rubber bumper; one per compartment, mounted on door. 5. Provide door pull for outswinging doors. 2.05 FINISHING A. Powder Coated Steel Compartments: Clean, degrease, and neutralize. Follow immediately with a phosphatizing treatment, prime coat and two finish coats powder coat enamel. B. Baked Enamel Steel Compartments: Clean, degrease, and neutralize. Follow immediately with a phosphatizing treatment, prime coat and two finish coats baked enamel. C. Color: To be selected by Architect from manufacturer's full line. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that field measurements are as indicated. C. Verify correct spacing of and between plumbing fixtures. D. Verify correct location of built-in framing, anchorage, and bracing. 3.02 INSTALLATION A. Install partitions secure, rigid, plumb, and level in accordance with manufacturer's instructions. B. Maintain 3/8 to 1/2 inch (9 to 13 mm) space between wall and panels and between wall and end pilasters. C. Attach panel brackets securely to walls using anchor devices. D. Attach panels and pilasters to brackets. Locate head rail joints at pilaster center lines. E. Field touch-up of scratches or damaged enamel finish will not be permitted. Replace damaged or scratched materials with new materials. 3.03 TOLERANCES A. Maximum Variation From True Position: 1/4 inch (6 mm). B. Maximum Variation From Plumb: 1/8 inch (3 mm). 3.04 ADJUSTING A. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 3/16 inch (5 mm). B. Adjust hinges to position doors in partial opening position when unlatched. Return out swinging doors to closed position. 16010.00 / Medina City Hall 10 21 13.13 - 2 METAL TOILET Lower Level Renovations COMPARTMENTS C. Adjust adjacent components for consistency of line or plane. END OF SECTION 16010.00 / Medina City Hall 10 21 13.13 - 3 METAL TOILET Lower Level Renovations COMPARTMENTS SECTION 10 28 00 TOILET ACCESSORIES PART GENERAL 1.01 SECTION INCLUDES A. Accessories for toilet rooms. B. Grab bars. 1.02 RELATED REQUIREMENTS A. Section 10 21 13.13 - Metal Toilet Compartments. 1.03 REFERENCE STANDARDS A. ASTM A123/A123M - Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products; 2015. B. ASTM A269/A269M - Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service; 2015. C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc - Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015. D. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015. E. ASTM C1036 - Standard Specification for Flat Glass; 2011e1. F. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror; 2008 (Reapproved 2013). 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Submit data on accessories describing size, finish, details of function, and attachment methods. C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring special attention. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Basis of Design: Bobrick Washroom Equipment, Inc.; www.bobrick.com. B. Other Acceptable Manufacturers: 1. ASI - American Specialties, Inc: www.americanspecialties.com. 2. Bradley Corporation: www.bradleycorp.com. 3. Substitutions: Section 01 60 00 - Product Requirements. 2.02 MATERIALS A. Accessories - General: Shop assembled, free of dents and scratches and packaged complete with anchors and fittings, steel anchor plates, adapters, and anchor components for installation. B. Keys: Provide two keys for each accessory to Owner. C. Stainless Steel Sheet: ASTM A666, Type 304. D. Stainless Steel Tubing: ASTM A269/A269M, Type 304 or 316. E. Galvanized Sheet Steel: Hot -dipped galvanized steel sheet, ASTM A653/A653M, with G90/Z275 coating. F. Mirror Glass: Annealed float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering, protective and physical characteristics complying with ASTM C1503. G. Adhesive: Two component epoxy type, waterproof. H. Fasteners, Screws, and Bolts: Hot dip galvanized; tamper -proof; security type. 16010.00 / Medina City Hall 10 28 00 - 1 TOILET ACCESSORIES Lower Level Renovations 2.03 FINISHES A. Stainless Steel: No. 4 Brushed finish, unless otherwise noted. B. Galvanizing for Items Other than Sheet: Comply with ASTM A123/A123M; galvanize ferrous metal and fastening devices. C. Back paint components where contact is made with building finishes to prevent electrolysis. 2.04 TOILET ROOM ACCESSORIES A. Toilet Paper Dispenser: Double roll, surface mounted bracket type, chrome -plated zinc alloy brackets, spindleless type for tension spring delivery designed to prevent theft of tissue roll. 1. Basis of Design Product: B-4288 Contura Series manufactured by Bobrick. B. Waste Receptacle: Recessed, stainless steel, seamless faced container, continuously welded receptacle and seamless exposed flanges. 1. Liner: Removable, heavy-duty vinyl liner, attached at a minimum of 4 points with stainless steel grommets and hooks. 2. Minimum capacity: 12 gallons (45 liters). C. Mirrors: Stainless steel framed, 1/4 inch (6 mm) thick annealed float glass; ASTM C1036. 1. Annealed Float Glass: Silvering, protective and physical characteristics in compliance with ASTM C1503. 2. Size: 24 by 36 inch. 3. Frame: 0.05 inch (1.3 mm) angle shapes, with mitered and welded and ground corners, and tamperproof hanging system; No.4 finish. 4. Backing: Full -mirror sized, minimum 0.03 inch (0.8 mm) galvanized steel sheet and nonabsorptive filler material. 5. Product: B-1675 2436 manufactured by Bobrick. D. Grab Bars: Stainless steel, nonslip grasping surface finish. 1. Standard Duty Grab Bars: a. Push/Pull Point Load: 250 pound -force (1112 N), minimum. b. Dimensions: 1-1/4 inch (32 mm) outside diameter, minimum 0.05 inch (1.3 mm) wall thickness, exposed flange mounting, 1-1/2 inch (38 mm) clearance between wall and inside of grab bar. c. Length and Configuration: As indicated on drawings. d. Products: 1) B-5800 Series manufactured by Bobrick. E. Sanitary Napkin Disposal Unit: Stainless steel, surface -mounted, self -closing door, locking bottom panel with full-length stainless steel piano -type hinge, removable receptacle. 1. Product: B-270 Contura Series manufactured by Bobrick. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify exact location of accessories for installation. C. Verify that field measurements are as indicated on drawings. 3.02 PREPARATION A. Deliver inserts and rough -in frames to site for timely installation. B. Provide templates and rough -in measurements as required. 3.03 INSTALLATION A. Install accessories in accordance with manufacturers' instructions in locations indicated on the drawings. B. Install plumb and level, securely and rigidly anchored to substrate. C. Mounting Heights: As required by accessibility regulations, unless otherwise indicated. 16010.00 / Medina City Hall 10 28 00 - 2 TOILET ACCESSORIES Lower Level Renovations 1. Grab Bars: As indicated on the drawings. 3.04 PROTECTION A. Protect installed accessories from damage due to subsequent construction operations. END OF SECTION 16010.00 / Medina City Hall 10 28 00 - 3 TOILET ACCESSORIES Lower Level Renovations SECTION 12 36 00 COUNTERTOPS PART 1 GENERAL 1.01 SECTION INCLUDES A. Countertops for architectural cabinet work. B. Wall -hung counters and vanity tops. C. Sinks molded into countertops. 1.02 RELATED REQUIREMENTS A. Section 06 41 00 - Architectural Wood Casework. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014. B. ISFA 2-01 - Classification and Standards for Solid Surfacing Material; International Surface Fabricators Association; 2013. C. NEMA LD 3 - High -Pressure Decorative Laminates; 2005. D. PS 1 - Structural Plywood; 2009. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Specimen warranty. C. Shop Drawings: Complete details of materials and installation; combine with shop drawings of cabinets and casework specified in other sections. D. Selection Samples: For each finish product specified, color chips representing manufacturer's full range of available colors and patterns. E. Test Reports: Chemical resistance testing, showing compliance with specified requirements. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Same fabricator as for cabinets on which tops are to be installed. 1.06 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in accordance with requirements of local authorities having jurisdiction. 1.07 FIELD CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. PART 2 PRODUCTS 2.01 COUNTERTOP ASSEMBLIES A. Quality Standard: See Section 06 41 00. B. Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over continuous substrate. 1. Flat Sheet Thickness: 1/4 inch (6 mm), minimum. 2. Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01and NEMA LD 3; acrylic or polyester resin, mineral filler, and pigments; homogenous, non -porous and 16010.00 / Medina City Hall 12 36 00 - 1 COUNTERTOPS Lower Level Renovations capable of being worked and repaired using standard woodworking tools; no surface coating; color and pattern consistent throughout thickness. a. Finish on Exposed Surfaces: Matte, gloss rating of 5 to 20. b. Color/Pattern Family: Solid color, light colors. Final selection by Architect from manufacturer's standard range. c. Manufacturers: 1) Avonite Surfaces: www.avonitesurfaces.com. 2) Dupont: www.corian.com. 3) Formica Corporation: www.formica.com. 4) Wilsonart, LLC: www.wilsonart.com. 5) Substitutions: See Section 01 60 00 - Product Requirements. 3. Other Components Thickness: 1/2 inch (12 mm), minimum. 4. Exposed Edge Treatment: Built up to minimum 1-1/4 inch (32 mm) thick; square edge. 5. Back and End Splashes: Same sheet material, square top; minimum 4 inches (102 mm) high. 6. Skirts: As indicated on drawings. 7. Fabricate in accordance with AWI/AWMAC/WI (AWS), Section 11 - Countertops, Custom Grade. C. Solid Surfacing Sinks: Integral sink fabricated from the same material as countertops; color: white. 1. Basis of Design: Dupont Corian Model #820, seamed undermount. 2.02 ACCESSORY MATERIALS A. Plywood for Supporting Substrate: PS 1 Exterior Grade, A-C veneer grade, minimum 5-ply; minimum 3/4 inch (19 mm) thick; join lengths using metal splines. B. Adhesives: Chemical resistant waterproof adhesive as recommended by manufacturer of materials being joined. C. Joint Sealant: Mildew -resistant silicone sealant, white. 2.03 FABRICATION A. Fabricate tops and splashes in the largest sections practicable, with top surface of joints flush. 1. Join lengths of tops using best method recommended by manufacturer. 2. Fabricate to overhang fronts and ends of cabinets 1 inch (25 mm) except where top butts against cabinet or wall. B. Provide back/end splash wherever counter edge abuts vertical surface unless otherwise indicated. 1. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof glue. 2. Height: 4 inches (102 mm), unless otherwise indicated. C. Solid Surfacing: Fabricate tops up to 144 inches (3657 mm) long in one piece; join pieces with adhesive sealant in accordance with manufacturer's recommendations and instructions. D. Wall -Mounted Counters: Provide skirts, aprons, brackets, and braces as indicated on drawings, finished to match. PART 3 EXECUTION 3.01 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. C. Verify that wall surfaces have been finished and mechanical and electrical services and outlets are installed in proper locations. 16010.00 / Medina City Hall 12 36 00 - 2 COUNTERTOPS Lower Level Renovations 3.02 PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.03 INSTALLATION A. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level; shim where required. B. Seal joint between back/end splashes and vertical surfaces. 3.04 TOLERANCES A. Variation From Horizontal: 1/8 inch in 10 feet (3 mm in 3 m), maximum. B. Offset From Wall, Countertops: 1/8 inch (3 mm) maximum; 1/16 inch (1.5 mm) minimum. C. Field Joints: 1/8 inch (3 mm) wide, maximum. 3.05 CLEANING 3.06 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Date of Substantial Completion. END OF SECTION 16010.00 / Medina City Hall 12 36 00 - 3 COUNTERTOPS Lower Level Renovations DIVISION 22 PLUMBING SPECIFICATIONS PART 1 - GENERAL 1.01. GENERAL PROVISIONS A. The General Provisions of the contract, including General and Supplementary Conditions and Division 1 General Requirements apply to the work in this Section. B. The Plumbing Work specified includes the following: 1 General Provisions 2. Piping Materials 3. Valves 4. Insulation 5. Soil and Waste System 6. Water Supply System 7. Plumbing Fixtures and Trim 8. Testing C. Minor Items - Items which are obviously and reasonably necessary to complete the Work are to be provided, even though they may not be specifically mentioned. D. Permits, Licenses and Fees - To be secured and paid for by the Contractor before actual work is done. E. Codes and Ordinances - Installation shall comply with the current, applicable state and local codes, ordinances and/or regulations. Regular inspections shall be requested by each Contractor. Charges for inspections shall be paid by the Contractor. Where work required by the drawings and specifications is above the standards required by regulations, it shall be done as shown and/or specified. F. Site Inspection - Before submitting a proposal on the Work contemplated, examine the site of the proposed work and become thoroughly familiar with existing conditions and limitations affecting the performance of the Work. Verify size, location, and elevation of existing equipment, piping and etc., before submitting a proposal. Additional compensation will not be allowed because of misunderstanding as to amount of work involved or bidders' lack of knowledge of existing conditions which could have been discovered or reasonably anticipated prior to bidding. G. Cutting and Patching - Cutting and patching required to install any portion of this Work or to correct defects in work shall be done in a manner to match existing construction and as approved and directed by the Architect/Engineer. H. Coordination - Consult general and electrical construction drawings for conditions affecting the Work. Verify spaces in which the Work will be installed. I. Approval of Materials and Shop Drawings 1. If a substitute for any material is accepted, the Contractor is responsible for changes in piping, in space requirements and related equipment without additional cost to the Owner. Substitute equipment must perform the functions of the equipment specified in a manner satisfactory to the Owner. 2. Prior to ordering equipment, Contractor shall submit six (6) copies of shop drawings or product literature covering equipment. Contractor shall review submittals and stamp them prior to submission to the Owner. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 1 of 8 J. Cleaning and Finishing - After tests have been made and accepted, inspect the whole job and clean fixtures, pipes, and other equipment installed under this Division and leave entire building clean and in complete working order. K. Start -Up, Guarantee and Operating Manuals 1. Coordinate with equipment manufacturers to include start-up of each mechanical device. Include start-up certificates in Operation and Maintenance manuals. 2. The Contractor shall guarantee and maintain the stability of work and materials for a period of one (1) year after the final completion as evidenced by issuance of the final certificate by the Architect/Engineer. 3. The Owner's designated operating personnel shall be full instructed by the Contractor in the operation of each mechanical system at the time it is put into operation. The Contractor shall assemble and deliver two (2) Operation and Maintenance manuals to the Owner before final payment will be made. L. Electrical - Unless otherwise specified herein, magnetic starters, disconnects, and power wiring shall be provided by the Electrical Contractor. Control and interlock wiring shall be provided by this Contractor unless otherwise noted. M. Excavating and Backfilling 1. Excavating and backfilling for work provided under Divisions 22 shall be provided under this section. Excavation for all pipes shall be carefully protected from damage due to frost, water or other causes, and work damage shall be promptly and properly repaired. No excavating shall be done as to undermine or damage bearing of column or wall footings. Excavations below footings shall not be deeper than one-half the horizontal distance from such footings or foundations. Provide necessary barricades, shoring, sheeting, etc. for protection of the work and personnel. No backfilling shall be done until all work which is to be covered has been inspected, tested as required and approved. 2. Backfilling below floor slabs on grade shall be done with free draining granular fill, maximum of 5 percent passing a 200 sieve. Fill shall be placed in maximum of 6" layers, each properly compacted to a relative density of at least 95% of the modified proctor density ASTM D-1557. 3. Excavation outside the building walls below sidewalks, paved and parking areas shall be backfilled as specified for areas below slabs on grade. Other outside areas shall be backfilled with material similar to those removed but free from rubbish and other perishable material and compacted to 95 modified Proctor density. N. Demolition - Work includes disconnection and removal of existing components and systems. Where new work does not connect to terminated ducts and/or pipes, remaining duct/pipes are to be capped to allow proper operation of remaining system. Questions regarding the extent of necessary demolition work or operation of systems involved with demolition are to be presented to the Architect/Engineer prior to proceeding with the Work. PART 2 - PRODUCTS 2.01. PIPING MATERIALS A. Sanitary Sewer & Vent Piping 1. Below Grade: Centrifugally cast service weight cast iron with lead and oakum or neoprene compression joints, or No -Hub type cast iron pipe and jointing system. PVC or ABS Schedule 40 piping with solvent welded joints may be used where permitted by Code. 2. Above Grade: Cast iron soil pipe with lead and oakum or neoprene compression joints, schedule 40 galvanized steel with cast iron drainage fittings, or No -Hub type cast iron pipe and jointing system, where permitted by Code. PVC or ABS Schedule 40 piping with solvent welded joints may be used where permitted by Code. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 2 of 8 B. Condensate Drain Piping 1. Above Grade: Same as Sanitary Sewer Piping or copper with DWV fittings. C. Domestic Water Piping (Copper) 1. Pipe to be hard tempered, seamless copper tubing, ASTM B-88 and Federal Specification WW-T- 799. Manufacturer's name or trademark and type of tubing to be identified at 3-foot intervals. Pipe to be Type K, L or M as hereinafter specified. 2. Fittings in copper tubing 2-1/2" and smaller to be wrought sweat type fittings manufactured of seamless tubing forged bronze or brass rod to meet ANSI B16.22 and ASTM B-75. Fittings in copper tubing 3" and larger to be cast red bronze solder type fittings, meeting ANSI B16.18 and ASTM B-62. Fittings of either type to have tubing stops. 3. If allowed by local code, Copper Press Fittings are an acceptable method of installation. Joints created in this manner to be installed in compliance with code and manufacturer's instructions and Article on "Installation, Copper Tubing" in Part 3 — Execution of this Section. a. Acceptable Manufacturers: (1) Viega 17545 Daleview Dr. Lakewood, OH 44107 877.620.0016. (2) Ridge Tool Co. 400 Clark Street Elyria, OH 44035 800.519.3456. b. Material: Copper press fittings to conform to material and sizing requirements of ASME B16.18 or ASME B16.22. 0-rings for copper press fittings to be EPDM. D. Domestic Water Piping (Polyethylene (PEX) tubing and fittings) 1. If allowed by local code, Polyethylene (PEX) tubing and fittings is an acceptable method of installation for pipe 1-1/2-inches and smaller in diameter for above ground concealed installations only unless noted otherwise on Drawings. 2. Tubing: a. Material: Crosslinked polyethylene (PEX) manufactured by PEX-a (Engle method). b. Material Standard: Manufactured in accord with ASTM F 876 and ASTM F 877 and tested for compliance by an independent third party agency. c. Minimum Bend Radius (Cold Bending): No less than 6 times outside diameter. Use PEX tubing manufacturer bend supports if radius is less than stated. 3. Fittings: a. Furnished by PEX tubing manufacturer. Comply with requirements in ASTM F 877. b. Manufactured in accord with and from materials listed in ASTM F 1960. c. Fitting assembly consisting of barbed adapter and applicable sized PEX ring. Barbed insert manufactured with 0-ring to facilitate pressure testing with air. 4. Manufacturers: a. Uponor, Inc. — Wirsbo AQUAPEXO tubing and ProPEXO fittings. b. REHAU North America — RAUPEX® tubing and EVERLOC® fittings. 2.02. VALVES A. Plumbing 1. Gate Valves - 125# bronze, solder end, solid disc, rising stem, Stockham fig. B-109 or similar Crane, Jenkins, or Nibco. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 3 of 8 2. Ball Valves - 125# WOG, stainless steel ball, bronze body, lever handle. 3. Acceptable Manufacturers (when product complies with specified criteria): Apollo, Crane, Jenkins, Nibco, Stockham, Watts. 2.03. PLUMBING SYSTEM INSULATION A. Insulation shall carry the following composite (insulation, jacket or facing, and adhesive used to adhere the facing or jacket to the insulation) fire and smoke hazard ratings (unless specifically excluded) tested in accordance with ASTM E84, NFPA 255 and UL 723. 1. Flame Spread: 25 or less 2. Smoke Developed: 50 or less B. Domestic Water Piping, & Non -potable Water Piping 1. Unless otherwise required, piping shall be insulated with Manville "Micro-Loc" fiberglass insulation with all purpose jacket, 1" thickness. 2. All exposed insulated pipe, fittings and accessories within 8'-0" of finished floor shall be protected with a PVC jacket. C. Condensate Drainage Piping shall be insulated with foamed plastic insulation as manufactured by Armstrong "Armaflex II", 3/4" thickness. Piping in freezers shall have heat tape provided by Division 16000 installed between piping and insulation. D. Other Acceptable Manufacturers: 1. Knauf 2. Owens Corning 2.04. PLUMBING A. Floor Drains - Heavy cast iron Josam, J.R. Smith, Zurn or Wade. For each drain located above grade, provide a 36" x 36" Chloraloy, or acceptable substitute, membrane manufactured from chlorinated polyethylene (CPE) with a nominal thickness of 0.04" thickness. Sheet shall meet the requirements of ASTM D4068 and IPC/IAMPCO UPC File #3046. B. Cleanouts - Finished floor: Josam Series 56000 Nickaloy; wall, Josam Series 58600-4 stainless steel cover. C. Provide engineered mechanical water hammer arresters as manufactured by Amtrol, Inc. or acceptable substitiute Sioux Chief at all flush valve fixture grouping and elsewhere as noted in the Contract Documents. 1. For 1-11 Fixture units, Diatrol Model No. 536. 2. For 12-32 Fixture units, use Diatrol Model No. 537. 3. For 33-60 Fixture units, use Diatrol Model No. 538. 4. For 61-113 Fixture units, use Diatrol Model No. 539. 5. For 114-154 Fixture units, use Diatrol Model No. 540. 6. For 155-330 Fixture units, use Diatrol Model No. 541. 2.05. PLUMBING FIXTURES AND TRIM A. Provide plumbing fixtures as shown on Drawings. See schedule for fixture types. Manufacturers shall be as follows: 1. Water Closets, Urinals, Vitreous China Sinks, Lavatories - Kohler, American Standard 2. Drinking Fountains - Elkay, Halsey -Taylor, Oasis. 3. Flush Valves - Zurn, Sloan. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 4 of 8 4. Trim/Faucets - Chicago, Kohler. 5. Fixture Carriers: Josam, Smith, Wade, Zurn. 6. Stainless Steel Counter Sinks: Elkay, Just, Advance. 7. Handicapped lavatory and P-Trap and angle valve assemblies shall be insulated with the fully molded, TRUEBRO, Handi Lav-Guard insulation kit, or acceptable substitute. Color shall be as selected by Owner. B. Provide chrome plated angle supplies with stops on water supplies. C. Drinking water faucets shall meet NSF Standard 61, Section 9, Subsection 1-6. The product shall be manufactured from brass construction. Brass components which contact water within the faucet shall be from brass which contains no more than 3% lead by dry weight. D. Food service fixtures shall be NSF approved and labeled. 2.06. FIRESTOPPING A. 3M brand 7900 Series system. B. 3M brand CP 25 caulk. Dow Corning firestop sealant. GE RTV 7403. C. 3M brand FS 195 wrap. D. Similar products manufactured by Tremco, Dow Corning, GE., Hevi-Duty Nelson. PART 3 - EXECUTION 3.01. INSULATION A. Install insulation continuous through wall, floor and ceiling openings. Insulation shall be applied on clean, dry surfaces. Insulation on cold surfaces where a vapor barrier is used shall extend full size through hangers and shall be protected at the hanger point by the use of inserts and saddles. B. Insulate piping with fiberglass insulation and all purpose jacket. 1. Apply insulation to clean piping. Verify that insulation is correct size to snugly fit around exterior of specific piping material to be insulated. Apply mastic to piping to temporarily secure insulation to pipes when jacket is not permanently affixed to outside of insulation system. 2. Seal jackets and end laps with mastic applied to two surfaces or with self-sealing type lap system. Seal exposed ends of insulation with a full coat of mastic. 3. Fittings, valve bodies and flanges for pipe sizes 4" and smaller shall be finished with mineral fiber cement to same thickness as adjacent pipe insulation. 4. Fittings, valve bodies, and flanges for pipes over 4" shall be insulated with 3/4 lb. density fiberglass blanket compressed to the same thickness as adjacent pipe insulation, or mitered pipe insulation segments, or pre -molded fittings secured with 3-ply jute twine, fiberglass tape or 18 gauge galvanized steel wire, and finished with a smooth coat of mineral fiber cement. 5. After the cement is dry, fittings shall be finished with 4 oz. canvas adhered with permanent adhesive. 6. Fittings shall be sealed with vapor barrier mastic over the canvas for Domestic Cold Water & Condensate Drain C. PVC insulated fittings covers are acceptable, where permitted by Code. If used, pre-cut insulation shall be applied to the fitting to provide a snug fit. Insulation shall be the same thickness as adjacent pipe insulation. Secure fitting covers by stapling and taping the ends to the adjacent pipe insulation. For piping systems required to have a vapor barrier, seal seam edges with vapor barrier adhesive and wrap ends with vapor barrier tape overlapping the adjacent jacket. Where PVC fitting covers are not acceptable to local authorities, aluminum pre -formed fitting covers are to be used. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 5 of 8 D. Install inserts at hangers supporting insulated pipe. Extend vapor barrier over the insert and seal at insulation vapor barrier. Locate saddles beneath each insert, centered on the hanger. 3.02. SOIL AND WASTE SYSTEM A. Extend sanitary sewer system and connect to existing piping as shown on plans. Verify invert elevation and location prior to commencing work. B. Floor Drains: Install accurately where indicated in the Contract Documents. Install with top set level with finished floor, unless indicated otherwise. Trap and vent as required by code. C. Ceeanouts: Install full size at the following locations. Base of waste stacks, ninety degree turns in mains, point where sewer leaves building, all other necessary points as indicated and required to permit easy system rodding. Provide cleanouts as follows at a minimum, every 50 feet on lines 3" or less in size, every 100 feet on lines 4" or more in size. D. Plastic Pipe & Fittings - Thoroughly clean all joint surfaces before starting the joining process. Make all connections to other piping systems using adapters. Do not thread schedule 40 pipe. Schedule 80 pipe may be threaded. 1. PVC - Join piping by solvent welding using only PVC solvent and primer as recommended by the pipe and fitting manufacturer. Primer shall be a contrasting color to the pipe and solvent. 2. ABS - Join piping by solvent welding using only ABS solvent and primer as recommended by the pipe manufacturer. Primer shall be a contrasting color to the pipe and solvent. 3. Below grade piping shall be laid on a continuous granular bed. Installation shall comply with ASTM D2321. E. Horizontal above grade plastic waste and vent piping shall not exceed thirty-five (35) feet in total length. Vertical waste and vent piping shall not exceed thirty-five (35) feet in length unless an approved expansion joint is installed at intervals not to exceed thirty-five (35) feet. 3.03. WATER SUPPLY SYSTEM A. Install a complete water supply system including connection to plumbing fixtures, and connection to existing water main. Verify location of prior to start of work. B. Disinfect water piping in accordance with local requirements and the following specific provisions. Fill the system with a solution containing 50 - 80 mg/L of chlorine for a period of 24 hours. The system then shall be flushed with clean water until the residual chlorine is not greater than 1.0 mg/L. C. Copper Pipe & Fittings 1. Sweated joints in copper tubing to be made with the proper paste flux and 95-5 tin antimony solder. 2. Both male and female parts of each joint must be hand -burnished with wire brushes or abrasive cloth. 3. Mechanically Formed Tee Connections a. Mechanically formed tee connections may be used where permitted by local code and authorities having jurisdiction. b. Mechanically extracted collars shall be formed in a continuous operation consisting of drilling a pilot hole and drawing out the tube surface to form a collar having a height of not less than three times the thickness of the tube wall. c. The joining branch tube shall be permanently deformed to set the proper penetration of the branch tube into the fitting. d. Joints shall be brazed in accordance with the Copper Development Association Copper Tube Handbook using B-cup series filler metal. Note: Soldered joints will not be permitted. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 6 of 8 e. Mechanically formed tee connections may be used for branch line connections up to one pipe size smaller than main pipe size. D. Polyethylene (PEX) tubing and fittings installation 1. Install tubing in accord with tubing manufacturer's recommendations and as indicated in tubing manufacturer's installation handbook. 2. Do not install within 6-inches of gas appliance vents and within 12-inches of recessed light fixtures. 3. Do not solder within 18-inches of tubing in same waterline. Make sweat connections prior to making tubing connections. 4. Do not expose tubing to direct sunlight for more than 30 days. If construction delays are encountered, cover tubing that is exposed to direct sunlight. 5. Ensure that no glues, solvents, sealants, and chemicals come in contact with tubing without prior permission from tubing manufacturer. 6. Use grommets or sleeves at penetrations for tubing passing through metal studs. 7. Protect tubing with sleeves where abrasion may occur. 8. Install engineered secondary pipe positioning and support systems where tubing penetrates stud and joists, and for horizontal supports. 9. Use tubing manufacturer supplied bend supports where bends are less than 6 times outside pipe diameter. 10. Locate supports at not less than 32-inches between hangers in accord with manufacturer's tubing installation handbook. 3.04. PLUMBING FIXTURES AND TRIM A. Connect fixtures to water, soil, waste and vent pipes. Set fixtures plumb, and level. Support wall hung fixtures with carriers approved by fixture manufacturer. Particular care shall be exercised in hanging fixtures, especially lavatories to assure rigidity and performance. This Contractor will be held responsible for the secure mounting of hangers and lavatories on the hangers, and any breakage resulting from improper installation on any fixture. B. Clean fixtures at completion of the Work. C. Provide 17 gauge, chrome plated brass adjustable p-trap with cleanout on fixtures requiring traps. D. Fixture wastes, other than water closets and trap standard fixtures shall be connected to waste lines with an iron ferrule and threaded pipe. Connections to water closets and trap standard fixtures shall be made with cast iron floor flange with ring gasket and bolts for caulking into soil pipe. Closets and other trap standard floor connections joint shall be made tight without the use of putty. Fixtures shall be hung or supported with 5/16 brass bolts of sufficient length to securely fasten the fixture to the backing. Exposed heads of bolts for fixtures shall be chrome plated. E. Provide chrome plated angle supplies with loose key stops in water supplies to water closets, lavatories and sinks with exposed supplies. Where water supplies are concealed in accessible cabinetwork, the piping may be copper and the stops shall be wheel handle type. F. Caulk around plumbing fixtures with a white silicone sealant. G. Refer to Architectural Drawings for fixture locations and mounting heights. H. Indirect waste piping shall be rigidly supported above the floor. 3.05. FIRE RATED BARRIERS A. Division 22 is responsible for maintaining the integrity of all fire related barriers (walls, floors, etc.) penetrated by work installed under Division 22 of the specifications. B. The following procedures shall be used as dictated by project conditions: MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 7 of 8 1. Penetration of floor slabs or concrete walls (poured or block) - sleeve or core drill floor or wall, and seal penetration between pipe or duct and sleeve with sealing system capable of passing a 3 hour test hour ASTM E814 (UL 1479). 2. Penetration of sheetrock walls, cut opening in wall, install penetration and caulk with firestop sealant. 3.06. TESTING A. Piping systems shall be tested as required by code and as specified herein before work is concealed. Tests shall be made in the presence of the proper inspectors and certificates shall be furnished to the Architect that tests have been satisfactorily completed. 1. Sanitary, storm and vent piping shall be tested with air pressure of 5 PSIG for 15 minutes. 2. Domestic water piping shall be tested with hydraulic pressure of 125 PSIG for 2 hours. 3. Compressed air piping - After system is complete, blow systems clear of free moisture and foreign matter with nitrogen gas. Test system at 150 PSIG with nitrogen or dry compressed air. Check all joints with soapy water. Provide a 24-hour standing pressure test. 4. Test refrigerant piping with nitrogen. Leak tests shall be made before insulation is applied. Tests shall be conducted using 250 psig pressure on high side and 160 psig pressure on the low side of the system. END OF DIVISION 22 D:\ OTHER PROJECTS \16033 MEDINA\DIVISION 22 SHORT 16033.DOCX MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 8 of 8 DIVISION 23 HEATING VENTILATING & AIR CONDITIONING SPECIFICATIONS PART 1 - GENERAL 1.01. GENERAL PROVISIONS A. The General Provisions of the contract, including General and Supplementary Conditions and Division 1 General Requirements apply to the work in this Section. B. The Work specified includes the following: 1. General Provisions 2. Piping Materials 3. Valves 4. Insulation 5. Gas Piping System 6. Gas Fired Furnaces 7. Air -Cooled condensing Units 8. Refrigeration Piping System 9. Power Ventilators 10. Air Distribution 11. Air Terminal Units 12. Testing and Balancing C. Minor Items - Items which are obviously and reasonably necessary to complete the Work are to be provided, even though they may not be specifically mentioned. D. Permits, Licenses and Fees - To be secured and paid for by the Contractor before actual work is done. E. Codes and Ordinances - Installation shall comply with the current, applicable state and local codes, ordinances and/or regulations. Regular inspections shall be requested by each Contractor. Charges for inspections shall be paid by the Contractor. Where work required by the drawings and specifications is above the standards required by regulations, it shall be done as shown and/or specified. F. Site Inspection - Before submitting a proposal on the Work contemplated, examine the site of the proposed work and become thoroughly familiar with existing conditions and limitations affecting the performance of the Work. Verify size, location, and elevation of existing equipment, piping and etc., before submitting a proposal. Additional compensation will not be allowed because of misunderstanding as to amount of work involved or bidders' lack of knowledge of existing conditions which could have been discovered or reasonably anticipated prior to bidding. G. Cutting and Patching - Cutting and patching required to install any portion of this Work or to correct defects in work shall be done in a manner to match existing construction and as approved and directed by the Architect/Engineer. H. Coordination - Consult general and electrical construction drawings for conditions affecting the Work. Verify spaces in which the Work will be installed. I. Approval of Materials and Shop Drawings 1. If a substitute for any material is accepted, the Contractor is responsible for changes in piping, in space requirements and related equipment without additional cost to the Owner. Substitute equipment must perform the functions of the equipment specified in a manner satisfactory to the Owner. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 1 of 9 2. Prior to ordering equipment, Contractor shall submit six (6) copies of shop drawings or product literature covering equipment. Contractor shall review submittals and stamp them prior to submission to the Owner. J. Cleaning and Finishing - After tests have been made and accepted, inspect the whole job and clean fixtures, pipes, ductwork and other equipment installed under this Division and leave entire building clean and in complete working order. K. Start -Up, Guarantee and Operating Manuals 1. Coordinate with equipment manufacturers to include start-up of each mechanical device. Include start-up certificates in Operation and Maintenance manuals. 2. The Contractor shall guarantee and maintain the stability of work and materials for a period of one (1) year after the final completion as evidenced by issuance of the final certificate by the Architect/Engineer. 3. The Owner's designated operating personnel shall be full instructed by the Contractor in the operation of each mechanical system at the time it is put into operation. The Contractor shall assemble and deliver two (2) Operation and Maintenance manuals to the Owner before final payment will be made. L. Electrical - Unless otherwise specified herein, magnetic starters, disconnects, and power wiring shall be provided by the Electrical Contractor. Control and interlock wiring shall be provided by this Contractor unless otherwise noted. M. Demolition - Work includes disconnection and removal of existing components and systems. Where new work does not connect to terminated ducts and/or pipes, remaining duct/pipes are to be capped to allow proper operation of remaining system. Questions regarding the extent of necessary demolition work or operation of systems involved with demolition are to be presented to the Engineer and/or Architect prior to proceeding with the Work. PART 2 - PRODUCTS 2.01. PIPING MATERIALS A. Gas Piping 1. Above Grade 2" and Smaller: Schedule 40 black steel with 150 PSIG malleable iron screwed fittings. 2. Above Grade 2-1/2" and Larger: Schedule 40 black steel with welded joints and fittings. B. Below Grade Piping 1. Pipe shall be plastic pipe; tubing and fittings shall be used outside the building, underground only and shall conform to ASTM D 2513. Pipe shall be marked "gas" and "ASTM D 2513". 2. Factory assembled anodeless risers shall be recommended by the manufacturer for the gas used and shall be leak tested by the manufacturer in accordance with written procedures. Risers shall meet or exceed the requirements of ASTM D 251, Category 1. Risers shall be as manufactured Perfection Corporation or acceptable substitute. 3. Tracer wire shall be a yellow insulated not less than 18 AWG and the insulation material shall be suitable for direct burial. C. Refrigerant Piping 1. Refrigeration piping shall be Type L, A.R.I. nitrogen charged hard drawn copper pipe of O.D. size as indicated on the Drawings. Fitting shall be forged or wrought copper with soldered joints using Silfos or Easy -Flow. 2.02. VALVES A. Gas Systems MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 2 of 9 1. Gas Valves - Consolidated Apollo ball valve with Teflon seat and seals. Approved by local authorities. 2. Acceptable Manufacturers (when product complies with specified criteria):Apollo, Crane, Jenkins, Nibco, Stockham, Watts. 2.03. HVAC SYSTEM INSULATION A. Insulation shall carry the following composite (insulation, jacket or facing, and adhesive used to adhere the facing or jacket to the insulation) fire and smoke hazard ratings (unless specifically excluded) tested in accordance with ASTM E84, NFPA 255 and UL 723. 1. Flame Spread: 25 or less 2. Smoke Developed: 50 or less B. Direct expansion suction piping shall be insulated with foamed plastic insulation as manufactured by Armstrong "Armaflex II", 3/4" thickness. C. Sheet Metal Ducts (Interior) - Schuller Permacote Linacoustic duct liner. 1-1/2 lb density, .25 btu/(hr- s.f.-F-in.) thermal conductivity at 75 F. 0.65 sound absorption coefficient at 500 Hz. Thickness shall be as follows: 1. Supply air -- 1" thickness 2. Return air -- 1" thickness 3. Transfer air -- 1" thickness 4. Outside air -- 2" thickness 5. Combustion air -- 2" thickness 6. Mixed air -- 2" thickness D. Exterior Duct Insulation - Fiberglass duct wrap not less than 0.75 lb/cubic foot density. Foil-Skrim-Kraft vapor barrier jacket. Insulate round, concealed supply air ducts and exhaust air ductwork with 1" duct wrap. Overlap facing and staple securely providing a tight fitting vapor barrier installation. E. Other Acceptable Manufacturers: 1. Knauf 2. Owens Corning 2.04. GAS PIPING SYSTEM A. Provide regulators with spring having an adjustment range from 4" or 5.5" w.c. to 12" w.c. with 2 lb. inlet pressure. Regulators shall be Maxitrol, Fischer, or acceptable substitute. Regulators shall be sized to not exceed 0.5 PSI pressure drop at the required gas flow rate. 1. For natural gas loads up to 204,000 BTUH use - Maxitrol Model 325-3 with automatic safety vent limiting device. 2. For natural gas loads of 204,000 to 476,000 BTUH use Maxitrol Model 325-5. 3. For natural gas loads greater than 476,000 BTUH use Maxitrol series 210 high capacity pressure regulators. B. Provide pre -manufactured pipe support system for roof mounted gas piping system. Pipe supports shall be as manufactured by Pipe Pier, or acceptable substitute. Supports shall be constructed of closed cell, medium density black polyethylene foam blocks with integral 14 gauge galvanized channel strut adhesive bonded to the foam block. Blocks shall be a minimum of 6" above the finished roof. Provide necessary pipe clamps and additional hardware as required and as detailed on the Drawings to support the gas piping. 2.05. GAS FIRED FURNACES A. Approved furnace and DX cooling coil manufacturers: Lennox, Bryant, Trane, Carrier. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 3 of 9 B. Heaters shall be suitable for operation on natural gas and be Design Certified by the American Gas Association (A.G.A.). C. Blowers to have double width, double inlet centrifugal fan wheel. Blowers to be statically and dynamically balanced. Direct drive blower motors shall have multiple speed taps allowing at least 3 fan speed options. Belt drive blower motors shall have adjustable base for belt tension adjustment. Provide proper pulley combination to deliver air quantity scheduled. 1" Throwaway filter sections shall be provided with filter access door or access panel. Filters shall be hammock type or rigid flat filters. Units shall have a minimum heating, cooling and air circulation capacities as scheduled on the Drawings. D. Furnaces shall be condensing type which require the installation of PVC vent and combustion air intake. E. Provide the following controls and accessories: 1. Honeywell model TB8220 Commercial VisionPro 8000 programmable 24v thermostat. Provide a C7770A remote duct sensor. 2. Blower on -off switch to allow for continuous blower operation. 3. 24 volt control transformer. 4. Automatic gas controls including electronic ignition system. 5. Fan and limit controls. 6. Throwaway filters. (2 sets). 7. Roof vent termination kit. 8. Horizontal support frame kit. F. Furnished by the furnace manufacturer. Selected by manufacturer for compatibility with furnace and to satisfy the cooling capacities scheduled. 2.06. AIR COOLED CONDENSING UNITS A. Condensing units are to be manufactured by Lennox, Bryant, Trane or Carrier. B. Furnish air cooled condensing units of manufacturer, size, model and capacity as scheduled on the Drawings. Units shall be rated at 45F suction temperature and 95F ambient air temperature using R- 410a unless noted otherwise. C. Each unit shall be complete with the following: Five (5) year warranty on compressor, vibration isolation, control panel with all necessary starters and relays, and crankcase heater(s). Refrigeration system shall be capable of operation down to OF. 2.07. REFRIGERATION PIPING SYSTEM A. Thermostatic expansion valves shall be complete with external equalizer and remote thermostatic element. Expansion valve shall have capacity indicated and have a maximum of 4F superheat. B. Strainers shall be Henry, or acceptable substitute line strainer of the angle type with bolted cover or easy removal of filter screen. C. Liquid line driers shall have ample capacity to dehydrate all moisture for the machine and be furnished with one spare cartridge. 2.08. POWER VENTILATORS A. Acceptable Manufacturers: Greenheck, Loren Cook, Penn, Broan (Cabinet Type Ceiling Fans). B. Motor starters for power ventilators are to be provided under Division 16. C. Unit disconnects for power ventilators are to be provided under this Section. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 4 of 9 D. Inline Fans - Direct drive or belt drive with motor out of the airstream, as scheduled. Galvanized steel fan housing with duct mounting collars, support brackets with rubber in shear or spring vibration isolators. Aluminum, backward inclined centrifugal fan wheel, statically and dynamically balanced at the factory. Drives for belt drive fans are to be sized for 165°/0 of driven horsepower. Pulleys shall be adjustable, machined cast iron keyed to shafts. Wiring leads from motor shall be extended to external junction box with disconnect. Each unit shall be complete with a backdraft damper and wall louvered or roof jack discharge as indicated on the Drawings. 2.09. SHEET METAL MATERIALS A. Ductwork - Constructed of heavy galvanized iron and shall be installed in accordance with the standards described in the latest edition of the SMACNA HVAC Duct Construction Standards. B. Conform to the following gauges unless otherwise specified. Exposed ductwork from rooftop unit shall be a minimum of 16 gauge construction. DUCT WIDTH (") U.S. STANDARD GAUGE 0 to 12 #26 13 to 30 #24 31 to 54 #22 C. Concealed, round duct connections to ceiling diffusers may be flexible insulated ducts, such as Owens- Corning Class 1 air duct, complying with NFPA No. 90A with a flame spread rating of 25 or less and a smoke developed rating not higher than 50. Equal products such as manufactured by Flexible Technologies, Nailor Hart, or Geneflex will be acceptable. 2.10. AIR TERMINAL UNITS A. Furnish and install grilles, registers and diffusers as manufactured by Anemostat as scheduled. Acceptable substitutes as manufactured by Titus, Krueger or Metal -Aire. Other acceptable manufacturers are Tuttle & Bailey, Reliable, or Carnes, Price. B. Supply grilles shall have individually adjustable vertical or horizontal double deflection bars. C. At points indicated on the Drawings furnish and install individually adjustable deflecting vanes that will control air volume and deflect supply air for even distribution through branch duct, a supply grille, register or diffuser. D. Grilles, registers and diffusers located in acoustical tile ceilings shall have a baked -on white enamel finish. E. Grilles, registers and diffusers located on exposed ductwork or on walls shall be finished with a prime coat finish. Natural aluminum registers mounted on exposed ductwork may be left with a natural finish. F. Rectangular to round adaptors shall be provided where required. G. Provide a manufactured metal plaster frame for grilles or registers installed in plastered walls. H. Unless otherwise noted, outlets to be selected on the basis of maintaining a maximum sound level range of NC 30. 2.11. FIRESTOPPING A. 3M brand 7900 Series system. B. 3M brand CP 25 caulk. Dow Corning firestop sealant. GE RTV 7403. C. 3M brand FS 195 wrap. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 5 of 9 D. Similar products manufactured by Tremco, Dow Corning, GE., Hevi-Duty Nelson. PART 3 - EXECUTION 3.01. INSULATION A. Install insulation continuous through wall, floor and ceiling openings. Insulation shall be applied on clean, dry surfaces. Insulation on cold surfaces where a vapor barrier is used shall extend full size through hangers and shall be protected at the hanger point by the use of inserts and saddles. B. Interior Duct Lining 1. Duct liner shall be held in place by applying fire resistant adhesive over the entire metal surface then pressing insulation firmly in place. The mat faced surface shall face the air stream. Duct 18" wide and over shall have the duct liner additionally secured by welded pins and clips on not greater than 12" centers on top and side surfaces of the duct. Self adhering pins with clinch ends may be substituted for welded pins, when applied in accordance with manufacturers published instructions. Leading edges must be covered with metal nosing strip. 2. Duct sizes shown on drawings are inside clear dimensions. Increase sheet metal dimensions to accommodate duct liner thickness. 3.02. GAS PIPING SYSTEM A. Connect to gas meter as indicated and extend gas piping to gas fired equipment. B. Gas piping shall be installed with plugged drip pockets at low points. The entire gas piping installation shall be in accordance with the latest requirements of the AGA, NFPA 54 - National Fuel Gas Code, state, and local codes. C. Valves or cocks and unions shall be installed on inlet pipe to equipment including safety valves where required or noted to be installed. D. Concealed gas piping shall have welded joints. E. Use Rectorseal pipe joint compound or approved equal on male threads only. F. Support horizontal piping at the following intervals: 1. 1/2 inch pipe - 6 feet. 2. 3/4 inch pipe - 8 feet. 3. 1 inch pipe or larger - 10 feet. G. Support gas piping across roof with pre -manufactured pipe support system as specified above. Attach piping to blocks or supports using hold down pipe clamps with galvanized screws. H. Exposed Outside Pipe: Prime coat with rust resistant primer. Apply finish enamel coat to match color of roof edge or flashing. I. Provide shut-off valve and union at each equipment connection. J. Cap outlets that are not connected at job completion. K. Below grade nonmetallic piping 1. Piping shall have a tracer wire installed adjacent to and the entire length of the nonmetallic piping. Access shall be provided to the tracer wire or the tracer wire shall terminate above grade at each end of the nonmetallic piping. 2. Pipe bends shall comply with the following; a. Joints shall not be located in bends. b. The radius of the inner curve of the bend shall not be less than 25 times the inside diameter of the pipe. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 6 of 9 c. Where the manufacturer of the pipe specifies the use of special bending equipment or procedures, such equipment or procedures shall be used. L. Gas Pressure Regulators 1. Gas regulating valves shall be selected for gas pressure and capacities as indicated in the Contract Documents. Furnish and install regulating valves required to maintain proper pressure to appliances and heating equipment. 2. Vent regulators to outside in black steel pipe and terminate with screened 90 degree vent ell turned down. Model 325-3 regulator with vent limiting device installed in horizontal position need not be vented to outside. 3. Extend vent piping with a turned down ell on regulators installed outside. 3.03. GAS FIRED FURNACES A. Install gas -fired furnaces and accessories where indicated, in accordance with Manufacturer's recommendations. B. Install evaporator coil level. Pipe condensate drain to floor drain. Provide a 2" water seal trap at condensate drain piping connection. C. Replace filters after construction and prior to system balancing if unit was used to supply temporary heat during construction. D. Wiring of thermostat and control interlock with air cooled condensing unit(s) shall be provided by Division 23. 3.04. AIR COOLED CONDENSING UNITS A. Install condensing units on concrete pad provided by General Contractor. B. Connect refrigerant piping with allowance for service access. C. Allow 24 hours of crankcase heater operation prior to unit start-up. 3.05. REFRIGERATION PIPING SYSTEM A. Install refrigeration piping as indicated on the Drawings. Verify pipe size with refrigeration equipment supplier. B. Install a sight glass in each liquid line. C. Where suction piping rises above evaporator coil, install an oil trap downstream of sensing bulb location. D. Ahead of each direct expansion coil circuit, install a thermostatic expansion valve. The external equalizing connection shall be located at a point in the evaporator where the mean or average evaporator pressure will be transmitted to the valve. E. The remote thermostat bulb on the top of horizontal pipes 7/8" or smaller, and 30 degrees below centerline over 7/8" O.D. for pipes. F. Install a liquid line dehydrator in each liquid line. Install spare cartridge after the compressors have been run and tested and ready for service. Turn over spent cartridge to Owner for inspection. 3.06. POWER VENTILATORS A. Install power roof ventilators on roof curbs which are provided by others. Refer to Division 7. B. Inline fans shall be ducted to a roof or wall discharge as indicated on the Drawings. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 7 of 9 3.07. AIR DISTRIBUTION A. Ducts up to 30": locked seams. Ducts 31" and wider: standing seams. Cross break panels over 12" wide or deep. Make elbows with an inside radius equal to 1/2 the width of the duct where space permits. Provide double wall turning vanes on elbows with an inside radius less than 1/2 of the duct width. Provide radius tap -ins for tee or side outlets from the trunk duct B. Provide structural steel supports required to hang ducts, fans, etc. Support ducts over 36" in width with trapeze hangers on no greater than 4'-0" centers. Provide galvanized straps, bolted to the angle stiffeners or secured to the sides of the duct, adequately supported from the beams or top chord of the joists. Ductwork shall be adequately side -braced to prevent swaying. C. Dampers shall be fitted with an arm outside the duct, set in the same direction as the plane of the damper and working over a quadrant or regulator. Blades shall not exceed 6" in width for ducts up to 24" and 8" for larger ducts. Damper rods shall be 5/16" and shall be fitted with brass bearings on each side. Manual volume dampers shall be installed in each branch supply, return and exhaust duct. D. The flexible duct shall be capable of maintaining the shape required by job conditions without subsequent sagging or droop. Ducts shall be supported with 2" wide straps, 3 feet on center or by wire from grommets, factory installed for the purpose. Duct shall be installed in the shortest direct distance (8 ft. maximum) between components with a maximum of only one 90 degree turn in a runout. Duct connections to collars shall be made airtight and fastened in accordance with the duct manufacturer's recommendations, using a nylon or metal draw band. Two wraps of an approved duct tape over the vapor barrier to complete the airtight seal shall be required. E. Ductwork which is mounted exposed to the weather shall have one side of duct constructed higher so that duct top slopes side to side a minimum of 1" per foot for proper drainage of water. 3.08. FIRE RATED BARRIERS A. Division 23 is responsible for maintaining the integrity of all fire related barriers (walls, floors, etc.) penetrated by work installed under Division 23 of the specifications. B. The following procedures shall be used as dictated by project conditions: 1. Penetration of floor slabs or concrete walls (poured or block) - sleeve or core drill floor or wall, and seal penetration between pipe or duct and sleeve with sealing system capable of passing a 3 hour test hour ASTM E814 (UL 1479). 2. Penetration of sheetrock walls, cut opening in wall, install penetration and caulk with firestop sealant. 3.09. AIR TERMINAL UNITS A. Grilles, registers, and diffusers shall be fitted with gaskets, drawn tight to the surface and securely fastened to eliminate gaps and dirt streaking. Ducts behind grilles, registers, and diffusers shall be rigidly fastened and extra screws shall be added if necessary to draw the grilles, registers and diffusers tight to the surface. 3.10. TESTING AND BALANCING A. Piping systems shall be tested as required by code and as specified herein before work is concealed. Tests shall be made in the presence of the proper inspectors and certificates shall be furnished to the Architect that tests have been satisfactorily completed. 1. Gas piping shall be air tested at 50 PSIG for 24 hours with no drop in pressure or as dictated by local codes or ordinances, if greater. 2. Test refrigerant piping with nitrogen. Leak tests shall be made before insulation is applied. Tests shall be conducted using 250 psig pressure on high side and 160 psig pressure on the low side of the system. MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 8 of 9 B. Air system Testing and balancing shall be performed by an independent testing and balancing contractor who is a fully certified member of the Associated Air Balance Council or the National Environmental Balancing Bureau. Balancing shall be completed for all new and existing equipment. C. Submit six (6) copies of air system testing and balancing report to Engineer for review. They will forward the approved balancing report to the Owner. D. When the work has been completed, the Contractor shall balance the air deliveries from each unit in accordance with the recommendations of the diffuser manufacturer, setting fan speeds, dampers, controls and/or other volume control devices in such a manner as to produce the air volume deliveries indicated. E. Tests to the satisfaction of the Engineer shall also be conducted for satisfactory operation of equipment installed under Division 23 of the specifications, including packaged units, fans, motors, starters and drives. F. On completion of the initial start-up operation of the packaged units, the Contractor shall test each unit for the actual performance versus the specified. G. Instruments used for testing and balancing of air systems must have been calibrated within a period of six months prior to balancing. Final test analysis reports shall include a letter of certification listing instrumentation used and last date of calibration. END OF DIVISION 23 D:\ OTHER PROJECTS \16033 MEDINA\DIVISION 23 SHORT 16033.DOCX MEDINA CITY HALL — LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 9 of 9 SECTIONS 26, 27 ELECTRICAL PART 1 - GENERAL 1.01. GENERAL PROVISIONS A. The General Provisions of the Contract, including General and Supplementary Conditions and Division 1 General Requirements apply to the work in this section. 1.02. WORK SPECIFIED A. Work specified includes the following: 1. Electrical Service and Distribution 2. Branch Circuits 3. Wiring Devices and Coverplates 4. Light Fixtures 1.03. PERMITS, INSPECTIONS, AND LICENSES A. Secured and paid for by the Contractor before actual work is started. 1.04. CODES AND STANDARDS A. All materials used and work performed shall comply with the following where applicable: 1. NEC 2. ANSI 3. AST 4. EEI 5. IEEE 6. IPCEA 7. NEMA 8. NFPA National Electrical Code American National Standards Institute American Society for Testing Materials Edison Electric Institute Institute of Electrical and Electronics Engineers Insulated Engineering Society National Electrical Manufacturers Association National Fire Protection Association 9. UL Underwriters' Laboratories, Inc. B. All materials and work shall comply with applicable state and local codes or ordinances. C. Where the specifications call for construction in excess of minimum code requirements, this document shall take precedence over the particular code requirements. 1.05. EXAMINATION OF SITE A. Before submitting a proposal on the work contemplated, bidder shall examine the site of the proposed work and thoroughly familiarize himself with existing conditions and limitations affecting the performance of his work. No extra compensation will be allowed because of misunderstanding as to the amount of work involved nor bidders lack of knowledge of existing conditions which he could have discovered or reasonably anticipated prior to bidding. 1.06. EQUIPMENT SUBSTITUTION A. The project is based on equipment specified. If a substitute for any material is accepted, the Contractor shall be responsible for any changes in wiring, in space requirements and related equipment without additional cost to the Owner. All substituted equipment must perform the functions of the equipment specified in a manner satisfactory to the Owner. MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 1 of 8 SECTIONS 26, 27 ELECTRICAL 1.07. SHOP DRAWINGS A. Submit shop drawings consisting of catalog cuts for all indicated equipment. Submittal shall clearly indicate exactly what is being provided. 1.08. EQUIPMENT MANUALS A. Provide two (three-ring vinyl binder) bound sets of equipment manuals to the Architect for his approval as to content, clarity, and neatness. B. Manuals shall have index tabs and a table of contents. Provide mylar sheet protectors as required. Sheets larger than 8-1/2" x 11" shall be neatly folded to approximately 8" x 10" size and inserted into clear, 8-1/2" x 11 ", 3 hole punch envelope jackets. C. Provide the following information for all electrical equipment furnished and installed under this contract: (1) installation, (2) test, (3) operation, (4) maintenance, (5) repair, (6) spare parts identification list, (7) local service organizations mailing address, manager's name, and telephone number. PART 2 - MATERIALS 2.01. RACEWAYS A. Steel conduit (rigid, IMC, and EMT) shall be galvanized, inside and outside. B. Flexible conduit shall be flexible metal conduit of spirally wound galvanized steel for dry locations, and shall be liquid tight spirally wound galvanized steel with an oil and sunlight resistant plastic jacket for wet locations. C. Schedule 40 plastic (PVC) for underground work. 2.02. BOXES AND FITTINGS A. Boxes for dry interior work shall be code gauge galvanized stamped sheetmetal and shall be sized to meet code requirements. B. Boxes for outdoor and damp areas shall be galvanized cost ferrous alloy with gaskets and threaded hubs. C. Fittings for rigid steel conduit shall be cast ferrous alloy with threaded hubs. D. Couplings on conduit embedded in concrete shall be of a watertight type. 2.03. WIRE AND CABLE A. Conductors with type THW, THWN, XHHW, or THHN 600 volt insulation shall be used unless otherwise specified. Circuits installed outside or underground shall be of a type suitable for the services. B. All conductors shall be copper. C. Metal clad cable shall be a factory assembly of one or more conductors enclosed in a metallic sheath. Conductors and insulation shall conform to the requirements for single conductor insulated wire. Sheath shall consist of a continuous, corrugated, aluminum tube. 2.04. WIRING DEVICES AND COVERPLATES A. Switches shall meet the latest applicable federal specification W-S-896 and rated 20 amperes, 120-277 volts. Switches shall be Hubbell series 1220, Leviton series 1220, or approved equal by Arrow -Hart, Bryant, General Electric, Pass and Seymour, or Sierra. MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 2 of 8 SECTIONS 26, 27 ELECTRICAL B. Receptacles shall meet the latest applicable Federal Specification W-C-596 and rated 20 amperes at 125 volts. Receptacles shall be Hubbell 5242, Leviton 1215, or approved equal by Arrow -Hart, Bryant, General Electric, Pass and Seymour, or Sierra. C. GFI receptacles shall be Leviton #6398 or approved equal by Hubbell or Arrow -Hart. Where indicated to be weatherproof with WP, provide a Leviton #6196-V weatherproof coverplate. D. Coverplates shall be .10" minimum thick, noncombustible plastic wall plates with a smooth finish. E. Provide special purpose receptacles as required. Provide with matching coverplates . F. Receptacles, switches, and coverplates shall be of a color to match existing devices.. G. Submit shop drawings. 2.05. PANELBOARDS AND CABINETS A. Modify existing power and lighting panelboards and cabinets indicates on the drawings and further specified herein. All circuit breakers shall be UL list with the existing panelboards. B. Provide circuit breakers as indicated on Drawings. Breakers shall be molded case, non- adjustable, thermal -magnetic, quick -make, quick -break, bolt -on type. Provide multipole breakers where required. Handle ties are not acceptable. C. Provide a minimum of 10 circuits breaker handle 'lock-ons" for each type of panelboard. D. Provide new branch circuit homeruns as indicated on the drawings. E. The Electrical Contractor shall trace out all existing circuits, and provide new panelboard summaries for the panelboards in use on this project. 2.06. FUSES A. Provide the type fuses as noted by Bussman fuse nomenclature on the drawings. Fuses shall be cartridge type class R, Unless not available as a class R Fuse. B. All fuses are to be supplied by the same manufacturer and delivered to the job site in their original boxes. C. Fuses shall be manufactured by Bussman or chase shawmut. D. Submit shop drawings. 2.07. DISCONNECT SWITCHES A. Safety switches shall have rejection type fuse clips and be of the heavy duty type with quick make, quick break switch mechanism, positive type interlocked door, horsepower rated and 250 v.a.c. or 600 v.a.c. rating as required. B. Where indicated as fused, switches shall have rejection type fuse clip. C. Unless noted otherwise on the drawings, switch enclosures shall be NEMA type I. Where switches are exposed to rain and/or snow, enclosures shall be NEMA type 3R. D. Safety switches shall be of one make and manufactured by Square D, General Electric, Cutler hammer, or Siemens. 2.08. MOTOR STARTERS A. Manual single phase motor starters shall be square d class 2510, with overload protection, and with stainless steel coverplate, or approved equal by general electric, Eaton/Cutler Hammer, siemens, or allen-bradley. MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 3 of 8 SECTIONS 26, 27 ELECTRICAL B. Magnetic polyphase motor starters shall be square d class 8536 with red "running" pilot light and hand -off -automatic selector switch unless indicated otherwise, or approved equal by General Electric, Eaton/Cutler Hammer, Siemens, or Allen Bradley. C. Submit shop drawings. 2.09. LIGHT FIXTURES A. Fluorescent 1. Lamps shall be General Electric, Philips, or Osram. 2. Ballasts for fluorescent lights shall be high frequency electronic type, C.B.M. certified by E.T.L. Ballasts shall be Advance "Mark V" type, or approved equal. B. LED 1. Each luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition, a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply) and integral controls as per this specification. 2. Lumen output shall be as indicated on the Drawings. 3. Exterior Luminaires shall have an operating temperature range shall be -40°C to +55°C. 4. LED Boards shall be suitable for field maintenance or service from below the ceiling with plug-in connectors. 5. Correlated Color temperature (CCT) shall be 4500K. C. All acrylic prismatic lenses shall be a minimum of 0.125 inches thick. D. Lamps shall have a color temperature of 4100 °K. Color rendering shall be 70 or better. E. Submit shop drawings. 1.02 TELEPHONE/ DATA SYSTEM A. Provide boxes, conduits, bushings and pull strings as required for the telephone/ data systems to be installed by the Owner's equipment supplier. B. Telephone/ Data outlets shall consist of the following: 1. Two gang box with single device mudring. In masonry wall a two gang masonry box with two gang plate shall be provided 2. 3/4" empty EMT conduit stubbed up from box to space above lay -in ceiling (or 10'-0" for areas without ceiling) and capped with insulating type bushing. PART 3 - EXECUTION 3.01. SERVICE A. The existing electrical service is 120/240 Volt, 3 Ph, 4W, Delta, served from an underground utility drop, to a pair of pad mounted transformers serving the building. 3.02. EXCAVATING AND BACKFILLING A. Perform all trenching, backfill, compaction, repaving and resodding where necessary. 3.03. CUTTING AND PATCHING A. All cutting and patching necessary to install any work shall be carefully done under the direction of the architect. Damage caused through neglect of this clause shall be made good by this contractor. MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 4 of 8 SECTIONS 26, 27 ELECTRICAL 3.04. FIRE RATED BARRIERS A. The contractor is responsible for maintaining the integrity of all fire rated barriers (walls, floors, etc.) penetrated by conduit, boxes, etc., installed under division 16000 to the satisfaction of the architect. B. The following procedures shall be used as dictated by project conditions: 1. Conduit penetration of floor slabs or concrete walls (poured of block) - sleeve or core drill floor or wall, install conduit and seal penetration with sealing system capable of passing a three hour test per ASTM EB14 (UL 1479). system shall be 3M brand fire barrier system 7904 or equal. 2. Conduit penetration of sheet rock walls - cut opening in wall, install conduit and plaster opening closed. 3. Wireway penetration of walls - same materials as for conduit penetration of concrete walls and floors. 3.05. ROUGH -IN A. The contractor shall confirm exact rough -in location and dimensions for connection to electrical items furnished by others. Shop drawings shall be secured from those furnishing equipment. B. Verify exact location and/or mounting height of device openings on (1) perimeter walls where baseboard heating is to be installed, (2) above or adjacent to casework, (3) above backsplash, (4) electric water cooler locations, (5) the wainscot, and (6) similar locations. 3.06. RACEWAY A. Rigid steel conduit or imc shall be used for all exterior conduit above ground, in wet locations, in concrete slabs, or underground. B. Standard plastic conduit with code gauge ground wire may be used for all conduit buried in concrete slabs or underground and encased in concrete. C. Electrical metallic tubing shall be used in dry interior locations. 3.07. BOXES AND FITTINGS A. Boxes and fittings shall be securely fastened in place in alignment with building elements. B. Boxes in ceilings shall be supported with channel or bar hangers securely fastened to the ceiling framework. 3.08. WIRE AND CABLE A. Spliced joint for #10 wire and smaller shall be made by use of U.L. approved pressure connectors, 3M "Scotchlok", Ideal "wing nut", or approved equal. B. All taps and splices for wire #8 and larger shall be made with irreversible, high pressure connectors. C. Wires shall not be drawn into conduit until the conduit system is complete and has been thoroughly swabbed out. Wires shall be drawn into conduit in such a manner as to avoid injury to insulation or conductor. D. MC cable may be used for branch circuits where concealed. MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 5 of 8 SECTIONS 26, 27 ELECTRICAL 3.09. WIRING DEVICES A. Switches and receptacles shall be installed straight and true with the building lines. Receptacles shall be mounted 15 inches to center above the floor in finished areas unless detailed otherwise. Switches shall be mounted 48 inches to center above the floor unless detailed otherwise. Receptacles in unfinished areas shall be mounted 48 inches to center above the floor unless detailed otherwise. B. Engrave coverplates where indicated. Engraving shall be by a craftsman skilled in the trade. Characters shall be a minimum of 1/4" high and filled in with black enamel paint. 3.10. PANELBOARDS A. Provide typed circuit directory listing circuit numbers, description of circuit and area or equipment served. Label each panelboard with name, voltage, number of wires, and number of phases. 3.11. DISCONNECT SWITCHES A. Locate as required and label. B. A motor rated switch may be used as a disconnect switch for single phase loads of % horsepower or less. 3.12. FUSES A. Provide (1) set of spare fuses of each size installed, and. turn over to owner. 3.13. MOTORS A. Starters or combination starters shall be installed as required. Overload heaters shall be sized to the measured load current. Each starter shall be identified by a nameplate (label) to indicate the equipment controlled. B. Motors will be furnished with the motor driven equipment under other divisions of the specifications. C. The contractor shall complete wiring for power and control of motors shall test motors for shorts and grounds before energizing and shall assist in placing the motor driven equipment in operation. The contractor shall check for correct rotation of each motor, shall check nameplate ratings of each motor, shall check nameplate ratings to make sure that the motor is compatible with the supply voltage and phase characteristics, and shall make a record of all tests made and keep the record on file at the construction site. the contractor is responsible for all control wiring indicated in the electrical design criteria. All other control wiring is by others. 3.14. EQUIPMENT CONNECTIONS A. Make final connections to all equipment indicated on the drawings except those items explicitly noted. B. Coordinate with equipment installers prior to completing rough -in and to making connection. C. Where equipment is indicated as "future",. provide conduit and conductors to the outlet indicated on the drawings. Provide receptacle where indicated. D. Provide a 6 foot long cord and plug for each item of equipment served by a special purpose receptacle or drop cord. Plug configuration shall match that of the receptacle. MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 6 of 8 SECTIONS 26, 27 ELECTRICAL 3.15. LIGHT FIXTURES A. Fixtures shall be firmly supported from structural members of the building such as joists, beams, purlins, etc. Metal deck is not a structural member. B. Fluorescent fixtures shall be supported independently of the suspended ceiling grid. C. Coordinate fixture hanging with other crafts to avoid interferences and to provide symmetry with ceiling tile and structural members. D. All incandescent lamps shall be replaced with new lamps for final inspection. 3.16. IDENTIFICATION LABELS A. Black -white -black, laminated 1/8" thick plastic plates attached with self -tapping screws of suitable adhesive, characters shall be 1/2" high (cut through the black to show the white of the plate) and centered symmetrically on the plates. B. Provide labels as specified herein. labels shall describe item(s) controlled. C. Labels shall be similar and equal to Seton Nameplate Corporation, New Haven, Connecticut, or Trophy House, Minneapolis, Minnesota. 3.17. CLEAN-UP A. When the electrical work is complete, the contractor shall thoroughly clean all panels, fixtures, switches, plates, receptacles, equipment, etc., installed as part of the contract. The contractor shall clean up and remove from the job site all dirt and debris due to his operations. All construction tools and equipment shall be removed from the job site. 3.18. DEMOLITION A. Refeed existing circuits as required to feed relocated equipment. B. Remove all branch circuits serving equipment that has been removed. C. Remove all other equipment. This shall include but not be limited to the following: Lighting Fixtures, Motor Controls, Safety Switches, and Disconnects. D. Where items are to be disconnected and removed, the Contractor shall do the following: 1 Remove wiring back to its source 2. Remove exposed conduit and boxes back to the nearest outlet box remaining in use (concealed conduit and boxes may remain.) 3. Install blank covers on abandoned flush outlets. 4. Correct panelboard schedule where wiring is removed back to panelboard. E. Reuse suitable material in place wherever possible. Materials not reused and not wanted by the Owner shall become the property of the Contractor and shall be removed from the site. Materials turned over to the Owner shall be stored as directed. F. Use reasonable care in removing existing equipment to preserve it in useable condition. G. Service interruptions shall be scheduled to avoid interruptions to the Owner's normal operations END OF SECTION MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 7 of 8 SECTIONS 26, 27 ELECTRICAL THIS PAGE INTENTIONALLY LEFT BLANK MEDINA CITY HALL - LOWER LEVEL REMODEL NRA PROJECT # 16-033 Page 8 of 8 MEMORANDUM TO: Mayor Mitchell and Members of the City Council FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson DATE: March 31, 2016 SUBJ: Planning Department Updates April 5, 2016 City Council Meeting Land Use Application Review A) Deer Hill Preserve (Stonegate Farms) Final Plat — Property Resources Development Company has requested final plat approval for the Deer Hill Preserve CD-PUD subdivision, formerly known as Stonegate Farms. The first phase of the development is proposed to include 10 lots in the northeast corner of the site, near the current termination of Deerhill Road. Staff will present the application at the April meeting. B) Dellcroft Concept Plan — west of Arrowhead Drive, north and south of Hamel Road — BFP Development, LLC has requested that the City review a concept plan which identifies 131 single family and 30 townhomes. The Concept Plan contemplates a Comprehensive Plan Amendment north of Hamel Road to extend City sewer and water and contemplates a Conservation Design-PUD south of Hamel Road with 221ots on private well and septic. A Public Hearing is scheduled for the April 12 Planning Commission meeting. C) Clydesdale Marketplace Sign PUD Amendment — northeast corner of Highway 55 and Clydesdale Trail. Clydesdale Marketplace LLC has requested an amendment to the Medina Clydesdale Marketplace PUD in order to allow construction of a monument sign at the northeast corner of Highway 55 and Clydesdale Trail. This sign would replace the sign on top of the large retaining wall and provide additional space for more tenants. A Public Hearing is scheduled for the April 12 Planning Commission meeting. D) Kal Point Site Plan Review, PUD Amendment — 340 Clydesdale Trail — Kalyan Vempaty has requested an amendment to the Medina Clydesdale Marketplace PUD and a Site Plan Review to construct a commercial building containing a restaurant and upstairs office space on the final lot within Clydesdale Marketplace. Staff is conducting a preliminary review to determine if the application is complete for review. The Planning Commission held a public hearing at the December 8 meeting and recommended approval. The Council reviewed on January 5 and directed staff to prepare resolution of approval, which will be presented after the applicant secures approvals for the proposed shared parking. E) Wealshire LLC Comp Plan Amendment, Rezoning, Site Plan Review — Wealshire, LLC has requested a site plan review for construction of a 173,000 sf memory care facility. The request also includes a rezoning from RR-UR to Business Park and an Interim Use Permit to permit continued agricultural use of the portion of the property not proposed to be developed. The Met Council has also approved of the previous Comp Plan amendment. The Planning Commission reviewed the rezoning, site plan review and interim use permit at the February 10 meeting and unanimously recommended approval. The City Council reviewed at the May 19 meeting and directed staff to prepare approval documents. The applicant has subsequently changed their proposed site plan which was presented to the Planning Commission and Council. The applicant is working on finalizing construction plans. F) Tomann Preserve Lot Line Rearrangement — The City of Medina has requested approval of a lot line rearrangement between Tomann Park Preserve and property at 4003 Apache Road to add a wooded portion of property into the Preserve. The City Council reviewed and adopted a resolution of approval at the March 2 meeting. Staff finalized the lot line rearrangement and closed on the property. The project will now be closed. Planning Department Update Page 1 of 2 April 5, 2016 City Council Meeting G) Hamel Brewery, St. Peter and Paul Cemetery, Wright Hennepin Solar Panels, Medina Mini - Storage —The City Council has adopted resolutions approving these projects, and staff is assisting the applicants with the conditions of approval in order to complete the projects. H) Woods of Medina, Capital Knoll— These preliminary plats have been approved and staff is awaiting a final plat application I) Enclave at Brockton 6th Addition, Bradford Creek, Hamel Haven, Buehler subdivisions — These subdivisions have received final approval. Staff is working with the applicants on the conditions of approval before construction begins. Other Pro'ects A) Comprehensive Plan — staff presented the Conceptual Land Use map at the Business Forum on March 24. There was some interest in potentially allowing a bit more development than the minimum forecasts would suggest. B) City Hall Lower Level Improvements — staff continues spending a lot of time working with the architect on preparing plans and specifications for the lower level improvements. Staff intends to present this information at the April meeting and seek authorization to seek bids on the work. C) Internet Availability Discussions — staff provided comments as directed to Mediacom on their proposed buildout. Mediacom updated the mileage calculations, but did not make any of the changes that the City requested to serve more residents. D) Arrowhead Drive Trail — staff met with property owners along the trail to discuss potential screening improvements to minimize impacts. E) CR116/Hwy 55 — staff has been working with Hennepin County regarding right-of-way needs along the new City street north of McDonald's. Planning Department Update Page 2 of 2 April 5, 2016 City Council Meeting MEDINA POLICE DEPARTMENT 600 Clydesdale Trail Medina, MN 55340.9790 p: 763.473-9209 f: 763.473-8858 non -emergency: 763-525-6210 MEMORANDUM Emergency 9.1_1 TO: City Administrator Scott Johnson and City Council FROM: Director Edgar J. Belland DATE: April 1, 2016 RE: Department Updates Federal Drug Equitable Sharing Program Reinstated On March 28, 2016, I was notified that the Federal Drug Equitable Sharing Program that was suspended back in December of 2015 has been reinstated immediately. This opens the door for our drug taskforce to continue to work with the Federal Drug Enforcement Agency (DEA) on large drug cases without the probability of losing funds. Partners in Prevention Wayzata Schools On March 29th Scott Johnson and I met with a representative from Partners in Prevention from Wayzata Schools. They were collecting data on what programs we were using to addressing the issues of underage consumption and drug use. Currently, we do compliance checks on all our liquor establishments and also offer server training for those establishments. The drug taskforce continues to target the drug issues within our community We were told that across the State they have seen a steady decline in the use of alcohol by minors but a major increase in the use of marijuana. We will continue to work with Partners in Prevention to address these issues. League of Minnesota Loss Control City Administrator Scott Johnson, Public Works Director Scherer and I met with a representative from the League of Minnesota Cities on loss control. This year they are focused on computer security and data protection. We went through a survey on our security practices. I am happy to report that we have the required systems in place to ensure our data security. We have a couple policy items that we will be looking at updating. Patrol by Sergeant Jason Nelson Training On March 15th Officer Boecker conducted our annual department use of force training. On March 15-17 I attended First Line Leadership training at the Anoka County Patrol Station. On March 16th Officer McKinley attended Commercial Motor Vehicle training in Maple Grove. On March 24t Investigator Domino and I attended a case study at the Bureau of Criminal Apprehension of the Barway Collins murder in Crystal last year. This was a very tragic case, but very interesting from the investigative side on the dos and don'ts of investigating this type of case. Patrol Activities For the dates of March 9 to March 30, 2016, our officers issued 96 citations and 169 warnings for various traffic infractions. There were a total of six driving while impaired arrests, nine traffic accidents, 10 medicals and 10 alarms. Over this past three weeks, our agency has taken numerous reports of attempted phone scams, IRS scams; one person reported to having her taxes filed by unknown persons. These scams seem to be getting more and more frequent. On March 11 Officer Gregory took a burglary report at a new construction site where a furnace, air conditioner unit and coil had been stolen. Case was forwarded to Investigations. On March 13 Officer McKinley was dispatched to an assault in progress on Highway 55. Victim reported that he had been contacted by a female who indicated that she was fearful of her husband because he had been drinking Victim stated that when he pulled up to the residence, the female quickly came out of the house and got into his vehicle. The husband then came out and got into his vehicle and started ramming his vehicle into the other one. This happened several times while the victim was trying to get away. The suspect was arrested and charged with Second Degree Assault. Case was forwarded to Investigations for follow up. On March18 I took a credit card fraud report. Victim owns a drywall wholesale business and stated that a customer had ordered over $12K worth of tools and had them shipped to Miami, Florida. It was later discovered that the credit card had been reported stolen. Case was forwarded to Investigations. On March 20, Officers McGill and Converse were dispatched to a medical where a person was not breathing. Upon arrival, CPR was started and attempts to save the 57 year old male's life were conducted. Unfortunately, their attempts failed and the male was pronounced deceased by paramedics. Criminal Investigations by Investigator Charmane Domino Received two reports from Hennepin County Child Protection about possible abuse or maltreatment. Neither report involved any criminal matters. The snow blower stolen last week was recovered from a pawn shop and returned to the owner. Suspect has been identified and admitted to the theft. Received a report of checks being passed on a closed account. Suspect is known. Burglary of a home under construction. Furnace and a/c units taken. Open cases currently under investigation: 9 MEMORANDUM TO: City Council, through City Administrator Scott Johnson FROM: Steve Scherer, Public Works Director DATE: March 30, 2016 MEETING: April 5, 2016 SUBJECT: Public Works Update STREETS • The Sioux Dr. Bids are in and under budget. The approvals to move forward are in your packet. • The PW crew has been crack sealing on the streets. First priorities are the streets up for sealcoating this year. We bulk purchase the material with other local cities to get the best pricing. Now that we have our own crack sealer, we are able to catch the cracks in the early spring when they are open. • Spring sweeping has begun. As for now, we are just concentrating on the streets that were seal coated last year to pick up the residual material. As soon as the threat of snow has passed, we will continue with the rest. • There are some Medina residents asking for help to persuade Orono to upgrade the present street condition on the Orono portion of Tamarack and Hunter drives. I will be contacting their Public Works Director on this issue. WATER/SEWER/STORMWATER • Jack Gleason, our erosion control inspector, has been very busy the past week with the construction season back on. There were several sites that needed attention around the city. • Water meters were read this week. Our metering system and reading system is up to date and working well. • We have scheduled a pre -construction meeting for the well house project for April 6tn PARKS/TRAILS • Our new mowing contractor has begun spring cleanup at our properties. I have met with them and discussed what I expect from them. • We have some warranty work to be done at the Fields of Medina Park. The adjustable basketball hoop has some problems and will no longer adjust. The contractor has been contacted and plans to get this repaired soon. • We have had meetings with a few of our residents along the Arrowhead trail to discuss tree replacement and screening in the right-of-way. Most everyone sees this as a great addition to the park and trail system. MISCELLANEOUS • Public works has been working on one of our mid -sized trucks to replace some of the rusted sides and painting the box in order to extend the life of the truck. • I have spent some time evaluating and working to resolve our fuel issues. I have a good solution; it's in your packet for approval on April 5th. ORDER CHECKS MARCH 16, 2016 - APRIL 5, 2016 44121 JINDANI, ITTI $250.00 44122 MACHIRAJU, KISHORE $225.00 44123 MN DVS $2,133.00 44124 FELDMAN, AIMEE $250.00 44125 HELPING HAITI WORK INC $500.00 44126 LENNAR (US HOME CORP) $10,000.00 44127 MN POLLUTION CONTROL AGENCY $23.00 44128 SAMS CLUB $36.17 44129 TOLL BROS, INC $15,832.48 44130 ZIETLOW, PHILIP $150.00 44131 DAMYAN, ANDREY & ELENA $6,896.65 44132 HENN COUNTY TREASURER $4,527.94 44133 ABC SUPPLY $686.10 44134 CAVANAUGH, JOE, SR $68.62 44135 HAMEL VOLUNTEER FIRE DEPT $18,500.00 44136 NAYYAR, RAGHAV $500.00 44137 SANDS, SHARON $150.00 44138 CENTURYLINK $195.40 44139 LAHO, KATHY $150.00 44140 LENNAR (US HOME CORP) $50,000.00 44141 ASPEN EQUIPMENT CO $1,658.00 44142 ASPEN MILLS INC $332.15 44143 BERGANKDV $1,275.00 44144 BOYER FORD TRUCKS INC $50.96 44145 BUDGET PRINTING $19.08 44146 BURDAS TOWING $474.00 44147 EARL F ANDERSEN INC $84.10 44148 ECM PUBLISHERS INC $174.14 44149 ENGEL WATER TESTING INC $360.00 44150 ESS BROS. & SONS, INC. $81.00 44151 FINANCE AND COMMERCE INC $477.44 44152 GRAFIX SHOPPE $275.00 44153 GRAINGER $139.20 44154 HAKANSON ANDERSON ASSOCIATES I $7,500.00 44155 HD SUPPLY WATERWORKS LTD $3,240.00 44156 HENN COUNTY INFO TECH $923.41 44157 HENN COUNTY SHERIFF $466.21 44158 HENN COUNTY TAXPAYER SERVICES $47.86 44159 HOLIDAY FLEET $1,484.33 44160 INDOOR AUTO $371.00 44161 KENNEDY & GRAVEN CHARTERED $13,649.80 44162 LAW ENFORCEMENT LABOR SERVICES $392.00 44163 LORETTO VOLUNTEER FIRE DEPT IN $25,644.84 44164 MADISON NATIONAL LIFE $629.15 44165 MARCO (MAINTENANCE) $29.21 44166 MATHESON TRI-GAS INC $145.37 44167 METRO ELEVATOR INC $175.00 44168 METRO WEST INSPECTION $28,638.17 44169 MINNEAPOLIS, CITY OF $204.00 44170 MINUTEMAN PRESS $1,974.35 44171 MN BCA (BUR CRIM APP) $300.00 44172 NAPA OF CORCORAN INC $286.71 44173 NORTH MEMORIAL EMS EDUCATION $50.00 44174 OFFICE DEPOT $175.96 44175 OPG-3, INC $2,788.00 44176 ROLF ERICKSON ENTERPRISES INC $7,224.36 44177 SITEONE LANDSCAPE SUPPLY $27.12 44178 STREICHERS INC $167.94 44179 SUBURBAN TIRE WHOLESALE INC $503.64 44180 SUN LIFE FINANCIAL $537.90 44181 TEGRETE (CARLSON BLDG) $1,358.64 44182 TIME SAVER OFFSITE SEC SVCS IN $305.50 44183 TROPHIES BY LINDA INC $21.00 44184 VESSCO, INC $1,491.26 44185 VIKING INDUSTRIAL CENTER $440.00 44186 WESTSIDE WHOLESALE TIRE $92.00 44187 WSB & ASSOCIATES INC $47,749.50 44188 ZEE MEDICAL SERVICE $46.20 Total Checks $265,554.86 ELECTRONIC PAYMENTS MARCH 16. 2016—APRIL 5, 2016 003584E PAYMENT SERVICE NETWORK $313.40 003585E SELECT ACCOUNT $237.05 003586E PR PERA $14,100.33 003587E PR FED/FICA $15,662.01 003588E PR MN DEFERRED COMP $2,260.00 003589E PR STATE OF MINNESOTA $3,213.65 003590E SELECT ACCOUNT $793.12 003591E MEDINA, CITY OF $19.00 003592E FARMERS STATE BANK OF HAMEL $20.00 003593E MN, STATE OF (TAX) $1,097.00 003594E SELECT ACCOUNT $644.09 003595E ELAN FINANCIAL SERVICE $2,188.20 003596E MEDIACOM OF MN LLC $219.90 003597E XCEL ENERGY(P0B9477) $9,731.36 003598E DELTA DENTAL $2,604.60 003599E AFLAC $394.88 003600E CIPHER LABORATORIES INC $4,753.00 003601E KONICA MINOLTA (COPIER LEASE) $168.48 003602E MARCO (LEASE) $890.88 003603E MEDIACOM OF MN LLC $355.80 003604E PITNEY BOWES(RENTAL) $123.00 003605E PITNEY BOWES(RENTAL) $123.00 003606E VALVOLINE FLEET SERVICE -CHARGE $172.62 003607E VERIZON WIRELESS(CELL PHONE) $1,305.85 003608E WRIGHT HENNEPIN COOP ELEC ASSN $2,177.69 Total Electronic Checks $63,568.91 PAYROLL DIRECT DEPOSIT MARCH 23, 2016 507047 ALTENDORF, JENNIFER L $1,314.63 507048 BARNHART, ERIN A. $1,965.67 507049 BELLAND, EDGAR J $2,522.48 507050 BOECKER, KEVIN D. $2,332.90 507051 CONVERSE, KEITH A $2,087.13 507052 DINGMANN, IVAN W $1,750.82 507053 DOMINO, CHARMANE $1,766.60 507054 ENDE, JOSEPH $1,409.33 507055 FINKE, DUSTIN D. $2,110.20 507056 GALLUP, JODI M $1,667.32 507057 GLEASON, JOHN M. $1,805.75 507058 GREGORY, THOMAS $1,809.41 507059 HALL, DAVID M. $2,010.89 507060 JESSEN, JEREMIAH S $2,310.67 507061 JOHNSON, SCOTT T. $2,226.35 507062 KLAERS, ANNE M $1,116.32 507063 LANE, LINDA $1,506.21 507064 LEUER, GREGORY J. $1,865.79 507065 MCGILL, CHRISTOPHER R $1,435.41 507066 MCKINLEY, JOSHUA D $1,328.00 507067 NELSON, JASON $2,221.15 507068 PETERSON, DEBRA A $1,614.15 507069 REINKING, DEREK M $1,895.06 507070 SCHERER, STEVEN T. $2,259.38 507071 VIEAU, CECILIA M. $1,194.38 507072 WENANDE, BRANDON S $522.25 Total Payroll Direct Deposit $46,048.25