Loading...
HomeMy WebLinkAboutPC Packet 10.10.19AGENDA HUGO PLANNING COMMISSION THURSDAY, OCTOBER 10, 2019 HUGO CITY HALL 7:00 p.m. A. ROLL CALL (Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund) B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. September 12, 2019 D. PUBLIC HEARING 1. Heartland Credit Union, LaMacchia Group — Site Plan and PUD Amendment E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or riuba(&ci.hu2o.mn.us, thank you. Agenda Item CA Minutes for the Planning Commission Meeting of Thursday, September 12, 2019 Chair Kleissler called the meeting to order at 7:01 p.m. PRESENT: Arcand, Derr, Fry, Kleissler, Lessard, Mulvihill, Tjernlund. ABSENT: Luchsinger. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of August 22, 2019 Commissioner Arcand made a motion, seconded by Commissioner Derr to approve minutes for the meeting of August 22, 2019. All ayes. Motion carried. Old Business: Minnesota Built Hugo Minnesota LLC — Site Plan and Variance for Gopher State Storage Madam Chair invited staff, Rachel Juba, to provide a background. The site plan and variance was discussed and tabled at the last meeting. Juba continued with the background on the property. The property is located in the Peloquin Industrial Park and is zoned General Industrial. The applicant is requesting approval of a site plan to construct a building totaling approximately 16,600 square feet for a three-story climate controlled storage facility. The applicant is also requesting approval of a variance from the front yard setback requirements to construct the building 0 feet from the property line. The applicant has made changes to the site plan that was previously presented to the Planning Commission, one of which is making the drive aisle wider. The Planning Commission recommended that the project be completed in one phase and that the applicant work with staff on revisions to ensure the proposed building is cohesive with the existing buildings. The applicant has revised the plan to include that the project will be completed in one phase. The tip -up concrete panel colors have been revised to match the rock -faced block colors on the existing buildings. The architectural metal color has been revised to match the garage doors on the existing buildings. Architectural metal will also be added to the existing building to be more cohesive with the proposed buildings. The applicant has revised the architecture along the west side of the building to break up the massing of the building. In regards to the variance request. The applicant is requesting approval of a variance from the front yard setback requirements to construct the building 0 feet from the right-of-way easement on the west side of the property. September 12, 2019 PC Minutes Page 2 It is in staff's opinion that there are practical difficulties in meeting the ordinance standard. The building height and use is allowed in the zoning district. The right-of-way further limits buildable area and creates new setbacks for the property. In conclusion, the applicant has made changes to the architecture and building materials and has done a good job to make the project cohesive with the existing buildings. The applicant is proposing to build the project in one phase, which was requested by the Planning Commission Staff recommends approval of the site plan and variance requests for the three-story climate controlled storage facility located at 5560 152nd Street North. Luke Doubler, came forward to address the Planning Commission. Doubler stated that the overall look of the building has improved and they are happy with the outcome of the building. They have been working with staff to finalize the design of the building and agree to complete the project in one phase. Commissioner Derr asked if the windows are fake. Doubler stated that the windows are a fagade and that there will not be any banners or images displayed in the window. Commissioner Derr made a motion to approve the site plan and variance request for Minnesota Built Hugo Minnesota LLC for Gopher State Storage, seconded by Commissioner Tjernlund. All Ayes. Motion carried. New Business Cancel the November 14, 2019 and November 28, 2019 Planning Commission meetings and schedule a meeting for November 21, 2019. Motion by Tjemlund, seconded by Derr. All ayes. Motion Carried. Cancel the December 12, 2019 and December 26, 2019 meeting and schedule a meeting for December 19, 2019. Motion by Derr, seconded by Lessard. All ayes. Motion Carried. Staff asked the Planning Commission to RSVP for the Hugo Bus Tour on October 5, 2019. Adiournment Commissioner Derr made a motion, Commissioner Arcand seconded, to adjourn at 7:25 pm. All Ayes. Motion carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Item E.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: Heartland Credit Union, LaMacchia Group, Site Plan and PUD Amendment —for parcel located at Lot 3, Block 1, Victor Gardens North Village 4th Addition. DATE: October 4, 2019, for the Planning Commission Meeting on October 10, 2019. ZONING: Planned Unit Development (PUD) LAND USE: Commercial REVIEW DEADLINE: November 15, 2019 1. DESCRIPTION OF REQUEST: LaMacchia Group, on behalf of Heartland Credit Union, is requesting site plan approval and a PUD amendment for a 2,470 square foot retail bank branch building. The 0.91 acre lot is located on the corner of Victor Hugo Boulevard North and Frenchman Road and is within the Victor Gardens North Village development 2. BACKGROUND: The Victor Gardens development was originally approved in 2000 and set commercial development standards within the development. In 2007, United Properties Investment, LLC gained approval for a preliminary plat, a PUD amendment, and final plat for Victor Gardens North Village 4th Addition for a restaurant and bank located on Outlot B of the Victor Gardens North plat. The Blue Heron Grill currently occupies Lot 2, while Lot 3 remains vacant. In December 2007, M&I Bank gained PUD final plan approval for a 5,112 square foot retail bank, however, no building was constructed. Page 2 3. LEVEL OF DISCRETION IN DECISION-MAKING The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City has a relatively high level of discretion in approving PUD amendments. A PUD amendment must be consistent with the City's comprehensive plan. The City may impose reasonable requirements in a PUD amendment not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. 4. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, east, south, and west are all part of the Victor Gardens development, are zoned PUD, and are occupied by commercial uses. The proposed site is labeled as commercial in the 2030 Land Use Plan. B. Natural Characteristics of Site The site is currently vacant and is a corner lot that serves as an entrance to the Victor Gardens development. The property is generally flat with no wetlands. 5. ANALYSIS: A. PUD Amendment The applicant is requesting approval for a PUD amendment in the Victor Gardens development. Staff finds that the application is consistent with the Victor Gardens PUD general plan and meets the criteria outlined in the Victor Gardens North Village 4th Addition resolutions 2007-25, 2007- 26, and 2007-27 approving a PUD amendment, preliminary plat, and final plat for the development. B. Site Plan The applicant is requesting site plan approval for a 2,470 square foot retail bank building. The bank features a drive-through component. The drive through does not have a window but will be operated by a video. The application complies with the ordinance standards as follows: 2 Page 3 Building Setbacks As determined with the Victor Gardens PUD, all commercial buildings shall comply with the (C- 2) General Business zoning district setback requirements, with the exception of the front yard setback requirement. PUD flexibility was previously granted to eliminate the front yard setback requirement. The submitted site plan meets all setback requirements. Parking The City Code states that banks require one parking space per each 250 square feet of gross floor area. Per City Code, 10 parking spaces are required for the submitted site plan. In 2007, PUD flexibility was granted to allow shared parking between the grocery/retail building, the bank, and the restaurant within the Victor Gardens North Village 4th Addition. Currently, there are 20 parking spots on the property that are being shared with the Blue Heron Grill and the applicant will be required to enter in an existing cross access and parking agreement with them. The plans show nine new parking spaces in addition to the existing 20 on site, for a total of 29 parking spaces. The plan meets the code requirement for the amount of parking. It is in staff's opinion that the uses are compatible for shared parking. Building Height The zoning ordinance limits building height to 35 feet. The applicant is proposing the building at its highest point to be approximately 26 feet. The applicant meets the building height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building up to 35% and lot area to be covered by impervious surface up to 80%. The building will cover 6% of the lot and impervious surface will be 58.97%. The proposed site plan complies with the coverage requirements. Lighting The applicant is proposing 18 foot pole mounted, cutoff fixtures along the drive-through aisle and two exterior up/down, decorative fixtures on the entrance of the building. The proposed plans also show bollard lighting along the front walkway. Attached to the report are the pole and wall lights that have been proposed for the building. The ordinance requires that the light cast on adjacent property and roads does not exceed a half foot candle measured at the property line or one foot candle measured at the street's centerline. The ordinance states that exterior lighting shall be directed down and shielded from adjacent properties and roadways. Although the proposed plan meets the requirements, staff will continue to work with the applicant on the number of pole mounted fixtures proposed as staff has noted existing lighting near the site. 3 Page 4 Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for developments. The site plan includes tree and shrub locations and species The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In order to meet the landscape requirements, 8 deciduous trees, 4 coniferous trees, 4 ornamental trees, and 26 shrubs are required to be installed. The applicant is proposing 10 deciduous trees, 4 coniferous trees, 4 ornamental trees, and 42 shrubs to be installed on site. The applicants landscape plan meets all of the City's landscape requirements for commercial development. The landscaping surrounds the building on all sides and also provides additional landscaping within the existing parking lot islands. The entrance area and foundation is landscaped with shrubs and perennials that exceeds the City's landscape requirements. The site plan also shows a flag pole near the entrance of the building. The applicant also states that the existing landscape bed near the entrance of the site and around the existing monument sign is to remain and be protected during the course of construction. The applicant still needs to submit a coverage plan for the underground irrigation system and has listed that as a condition of approval. Staff will review and evaluate the plan upon submission. Fencing and Screening The applicant is not proposing any fencing for this development. The applicant is proposing to have the trash enclosure on the north portion of the building. The trash enclosure will be required to be constructed with materials used on the principal building, which is listed as a condition of approval. Architecture and Building Materials The building material consists of a buff colored, manufactured stone along the base of the building on all sides. The stone is proposed to be Boulder Creek Ohio Rubble Stone in the Prairie Mountain color. The top portion of the walls is proposed to be EIFS in an off-white color. EIFS accents along the walls and window sills are proposed in an olive color. The concrete brick veneer on the bump out architectural elements on the south and north faces is the same material proposed for the support beams in the drive-through. The proposed color is Coffee Blend. The applicant has provided a material sample board for review and approval by staff. The main entrance of the building is clearly defined and provides a focal point that will be highly visible to the public. There are several widows on the building and cornice detail along most of the roof lines. The applicant is proposing a mansard style roof line with steep gable elements. The applicant is also proposing roof top mechanical equipment, which must be screened from view of adjacent properties and is listed as a condition of approval. Page 5 The Victor Gardens PUD general plan requires all building materials to be of high quality and constructed of durable materials. The PUD general plan also require cohesive, French architecture to be incorporated throughout the development. The applicant has pulled elements of Provincial Architecture, a style found in rural France, into the building design along with like materials and colors from surrounding buildings. Such architectural elements include the mansard style roof line, steep gables, and tall windows to incorporate height. It is in staff's opinion that the applicant has done a good job in complying with the spirit and intent of the Victor Gardens PUD general plan. They have created a clear main entrance, incorporated French architectural elements within the roof line and gables, and using similar materials to existing buildings within the development by using the brick veneer and manufactured stone. Staff will continue to work with the applicant on the color of materials and approval of the material sample board is listed as a condition of approval. Signage There is an existing monument sign on site for the Victor Gardens development. The applicant shows the monument sign remaining on site. The applicant is showing on the plans a wall sign on the east and south sides of the building. The applicant will need to apply for a sign permit and all details will be reviewed and approved at that time. Although staff believes the general location of the sign is appropriate, the applicant will have to meet the criteria in section 90-265 of the City Code, which requires individual pin mounted channel lettering. No raceways are allowed. Ponding and Stormwater Management The applicant has submitted their Stormwater Management Plan for the proposed site and meets the appropriate storage, rate control, treatment, and volume reduction for the overall development. The project proposes to utilize an existing regional stormwater pond to meet ponding and stormwater requirements. The existing pond is located in the southeast corner of Elmcrest Avenue North and Rosemary Way and was designed to include the proposed Heartland Credit Union site. The pond was recently surveyed to ensure the capacity of the pond is still adequate. The proposed site fits within the original approved design for the overall Victor Gardens development and meets the City's stormwater management requirements. There is no stormwater reuse on site as there is not a pond with capacity or within vicinity of the site to be reasonably feasible. Utilities/Grading Water service is available by connecting to the existing watermain on either the east side or the north side of the proposed building and the sanitary sewer service will be extended from the existing sanitary service stub on the east side of the proposed building. Staff is currently working with the applicant to finalize the grading, site, and utility plans, specifications, and details. The City will issue the drainage permit and construction plan 5 Page 6 approvals once the remaining issues identified in the redline comments have been addressed. Staff has listed this as a condition of approval. Streets and Access Access to the site is from Victor Hugo Boulevard. The applicant is proposing a one way drive aisle around the west side of the building and meets all drive aisle width requirements. There is an existing cross access and parking agreement between the property owners within the Victor Gardens North Village 4th Addition. The applicant will be required to provide all materials necessary to ensure the applicant has entered into the existing cross access and parking agreement between property owners within the Victor Gardens North Village 4th Addition. Trails/Sidewalks The applicant is proposing a sidewalk connection to the trial along Frenchman Road/CSAH 8, which is required per the Victor Gardens PUD general plan. The application was sent to Washington County to be reviewed, but staff has not received comments. Comments will be reviewed and shared once received. 6. CONCLUSION: Staff has reviewed the site plan and PUD amendment for consistency with the standards outlined in the Comprehensive Plan and Victor Gardens PUD general plan, and finds that the proposed site plan and PUD amendment is consistent with the standards. 7. RECOMMENDATION: Staff recommends approval of the site plan and PUD amendment, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Location Map 2. Resolution 3. Applicants Narrative dated August 22, 2019, received August 23, 2019 4. Applicants Narrative dated August 22, 2019, received September 16, 2019 5. Land Survey dated July 18, 2019, received August 23, 2019 6. Site Plan Submittal dated August 23, 2019, received September 30, 2019 7. Architectural Site Plan dated August 23, 2019, received August 23, 2019 8. Photometric Plan dated September 30, 2019, received October 2, 2019 9. Materials List dated August 23, 2019, received August 23, 2019 10. Engineers Memo dated October 2, 2019 11. Redlined Comments dated October 2, 2019 71 ,as- cr m Coo I Attachment 1 � rr 40 i iu # � man - Attachment 2 RESOLUTION 2019 -XX APPROVING A SITE PLAN AND PUD AMENDMENT FOR LAMACCHIA GROUP FOR A HEARTLAND CREDIT UNION BANK ON THE PROPERTY LOCATED NORTH OF FRENCHMAN ROAD/CSAH 8 AND EAST OF VICTOR HUGO BOULEVARD NORTH WHEREAS, LaMacchia Group, has requested approval of a site plan and PUD amendment for a Heartland Credit Union retail bank building on the property legally described as; Lot 3, Block 1, Victor Gardens North Village 4`h Addition, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed said site plan and PUD amendment at a duly called a public hearing on October 10, 2019, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan and PUD amendment for LaMacchia group for a Heartland Credit Union retail bank building with the following findings: 1. The site plan shall be consistent with the plans submitted on August 23, 2019 and revisions received on September 30, 2019, and as amended by this resolution. 2. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the developer's engineer dated October 2, 2019, shall be met. Prior to the issuance of a building permit: 3. The applicant shall provide all materials necessary to ensure the applicant has entered into the existing cross access and parking agreement between property owners in the Victor Gardens North Village 4th Addition. 4. Prior to the installation of any signs, the applicant shall apply for a sign permit and comply with section 90-265 in the City Code. 5. The applicant shall continue to work with staff on the building material colors and the material sample board shall be approved by staff. 6. The trash enclosure on site must be constructed with the same materials as the principal building. The design shall be reviewed and approved by staff. 7. Exterior lighting shall be directed down and shielded from adjacent properties and roadways and the number and location of pole mounted fixtures is to be reviewed and approved by staff. Resolution 2019 -XX Page 2 Prior to the issuance of a Certificate of Occupancy: 8. All roof top mechanical equipment must be screened from view of adjacent properties. 9. All required landscaping shall be fully installed and a coverage plan for the underground irrigation system submitted and approved by City staff. 10. Any areas of the street, sidewalk, and trail connection that are disturbed from the construction access into the site shall be restored to the City's satisfaction. ADOPTED by the City Council this 21St day of October, 2019 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Attachment 3 OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP August 22, 2019 RACHEL JUBA COMMUNITY DEVELOPMENT DIRECTOR CITY OF HUGO — MINNESOTA 14669 Fitzgerald Ave. N., Hugo, MN 55038 651.762.6304 RE: Heartland Credit Union — Proposed New Branch Victor Gardens Marketplace Shopping Center Dear Ms. Juba: On behalf of Heartland Credit Union, La Macchia Group, LLC is submitting for review a Preliminary Development Plan for the above project. Heartland Credit Union has entered into a sale agreement to acquire approximately .908 acres in Victor Gardens Marketplace Shopping Center. Heartland Credit Union looks forward to serving the residents of Hugo, as they have for surrounding communities for 80 years. We propose a new 2,490 square foot retail bank branch building. In addition to the proposed branch, the site will also consist of 24 off-street parking spaces. 16 spaces to be shared with the Blue Heron Restaurant. The exterior of the branch will consist of brick veneer, manufactured limestone and Exterior Insulated Finish System to match the color scheme of their existing main office, the branded identity of Heartland Credit Union. In order to meet the standards of the development, the new branch has been designed in a French Provincial style. A mansard roof with dimensional shingles will hide the HVAC equipment hidden on the flat roof behind. Aluminum framed windows and high-performance glazing finish off this very efficient structure. The Branch lobby is designed to encourage customers to relax as they tend to their financial needs. This branch includes a self -serve cafe where customers can get a fresh cup of coffee, an internet station where they can take care of their online banking needs and a lounge to relax and have an informal conversation with consultants & friends. Heartland Credit Union is excited to serve the thriving community of Hugo. PLAN,r DESIGN * BUILD * BEYOND 157 North MilwauMe Street MiKyaukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamaechiagroup.com OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP Community Benefits: The 2,490 square foot branch will benefit the City of Hugo in the following ways: 1. Will increase the real estate taxes on the site. 2. Construction of this development will provide jobs in the area. 3. Provide convenience for current Credit Union members and give a convenient location for residents who wish to become members. 4. Provide jobs after construction to the residents of the area. History: Chartered by the State of Minnesota as Farmers Union Employees' Credit Union, Heartland Credit Union officially opened for business on January 3, 1939. Back in those days it took just six or seven members to charter a credit union. W.S. Freeman, Joyce Hanson, J.L. Kelly, Felix Mackey, Harvey Norby, Verne Robinson, and Adam Vierling each bought one share for $5 at an organizational meeting held December 3, 1938. We look forward to sharing our history with yours to provide a new and exciting retail banking experience. In 2017 Heartland's charter was expanded to serve anyone who lives, works, worships, volunteers or attends school in Carver, Hennepin, Ramsey and Washington counties. Today Heartland Credit Union serves over 10,000 members with assets exceeding $110 million. Heartland Credit Union looks forward to adding to the history of Hugo. Sincerely, Timothy J. Niemiec Senior Architectural Designer LaMACCHIA GROUP. LLC PLAN,r DESIGN * BUILD * BEYOND 157 North MilwauMe Street Mihrraukee, Wisconsin 53242 T 414,223,4400 F 414,223,4488 www.lamaechiagroup.com OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP August 22, 2019 RACHEL JUBA & EMILY WEBER COMMUNITY DEVELOPMENT CITY OF HUGO — MINNESOTA 14669 Fitzgerald Ave. N., Hugo, MN 55038 651.762.6304 Attachment 4 RE: HEARTLAND CREDIT UNION — ELEMENTS OF FRENCH ARCHITECTURE USED IN THE SUBMITTED DESIGN Dear Ms. Juba & Ms. Webber: On behalf of Heartland Credit Union, La Macchia Group, LLC is submitting this letter to explain elements of French Architecture used in the submitted design. Staying within the development standards Victor Gardens Marketplace Shopping Center, we have incorporated the following elements of French design elements into the new Heartland Credit Union Branch. Within the French style, we have been able to incorporate the branded identity of Heartland Credit Union through material pallet that is previously established by the Credit Union in the operations center design. We have found the French Style and their existing material fit together seamlessly. The building design pulls from elements of Provincial Architecture. Provincial Architecture pulls from a style or rural France which seems to be where most of the surrounding properties have pulled from. Elements are of Provincial Architecture are as follows: • Hipped Roof Design (mansard roof) - We have provided this element to be the base of our roof line that is the background of all the other elements of distinction of the building. Steep roof elements are also a distinct feature of Provincial architecture, all roof pitches are 12:12. Masud 1001 Baso PLAN,r DESIGN* BUILD * BEYOND 157 North Milwaukee Strut Mihraukee, Wisconsin 53202 T 414,223,4400 F 414,223.4488 www.lamacchiagroup.com OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP • Dormers — We have not provided a rhythm of dormers along the mansard because of the generally small size of the building. We have included a dormer at the drive thru roof for venting. I WAI t i J006" PIAM (couvrr#ore wdoi c as daumc) • Hand formed brick or hand cut stone — While we are using modern materials (thin veneer brick and manufactured stone) We have provided materials that give the look and feel of old-world masonry. In addition, we have provided cast stone lintels over the window openings in brick to further provide the old-world feel. Mixing of Brick, Stone & Stucco (EIFS) is common in the style Feeling of verticality, tall windows — Almost all French style architecture is known for tall second story windows. While we cannot provide a second story, we are maximizing the height of the building with the gables that give the illusion of a second story (attic). We have included gable vents that give the feeling of a second story window. We are also maximizing the height of the first -floor windows going to a (9'- 0") window instead of the typical (T-0") window. PLAN,r DESIGN* BUILD * BEYOND 157 North Milwaukee Strut Mihraukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP • Decorative Cornice Work — We have provided a decorative cornice under the Mansard fascia. While this cornice will be constructed from EIFS, it will have a different (smooth) finish and color so it will have it will have the appearance of a different material. I Vertical Entry — While it is true that many Provincial entries are arched, we have married the feeling of a dormered entry with the tall opening that are I believe we have been able to take key elements of the French style and the established branded identity of Heartland Credit Union and marry them to satisfy the development standard and the brand. Sincerely, Timothy J. Niemiec Senior Architectural Designer LaMACCHIA GROUP. LLC PLAN,r DESIGN* BUILD * BEYOND 157 North Milwaukee Strut Mihraukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com c2019 Westwood Professional Services, Inc. V� � \ woy) p \ I I \ O* �7 POH Fd. LS #23021- / / / / / / / / / / / / Westwood SAN y -Drainage &: Utility Easement per- \,\ l r the plat of VICTOR GARDENS NORTH VILLAGE 4TH ADDI.TlOIV N l"� Controlled Access per the \ \ lot of..VIC.TOR GARDENS. 2S l I \\� p. O l Q CTV S CTV Aly \ �.. ' Q / HH / cry A cry SAN \ PUG pUs l l Tro%% l � P CAS � l FOP SAN \ / ) C� \ ��m� �RFNcy .4/V / q0 l /ORTy �pUb/%C R l oqa� �cs�h'No / ' • 8� / / Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952)937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. i PH l Fd C S #2 O FOP \W oti / 2% \ Niy GAS 7W che&ea: BRP Drawn SRS Record Drawing by/date: LEGEND ❑T SANITARY MANHOLE co SEWER CLEANOUT sr STORM MANHOLE ® CATCH BASIN ® BEEHIVE CATCH BASIN ® FLARED END SECTION r0' POWER POLE -cTV- GUY WIRE FEELECTRIC BOX D4 GA TE VAL VE —PUG— HYDRANT —� SIGN-TRAFFIC/OTHER —SAN— HANDICAPPED STALL ® CUL VER T —TUG— FLOOD LIGHT a° a. CONCRETE SURFACE BI TUMINOUS SURFACE x GRAVEL SURFACE ❑T TELEPHONE BOX Q CABLE TV BOX HH HAND HOLE TRAFFIC LIGHT STREET LIGHT CONIFEROUS TREE DECIDUOUS TREE -cTV- CABLE TV —GAS— GAS LINE POH POWER OVERHEAD —PUG— POWER UNDERGROUND —Foe— FIBER OPTIC —SAN— SANITARY SEWER STO STORM SEWER —TUG— TELEPHONE UNDERGROUND -wAT- WATERMAIN FENCE LINE x CURB & GUTTER —A — ACCESS CONTROL • Denotes Found Iron Monument Vicinity Map Not to Scale A /In/ 4 i If lvvv / / `r 2 VICTOR I BL VD Q R n / r- -1i 4 IR W I I l FRENCHM IV RDI VV Section 19, Township 31, Range 21 CERTIFICA TION To Victor Hugo BLVD ll, LLC, a Minnesota limited liability company, Heartland Credit Union and First American Title Insurance Company - This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 8, 9, 11 and 13 of Table A thereof. The field work was completed on June 26, 2019. Date of Signature: July 18, 2019 Brent R. Peters, Professional Land Surveyor MN License No. 44123 Brent.Peters@westwoodps.com Prepared for: LaMacchia Group 157 North Milwaukee Street Milwaukee, WI 53202 Attachment 5 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance PROPERTY DESCRIPTION Parcel 1: Lot 3, Block 1, Victor Gardens North Village 4th Addition, Washington County, Minnesota. Parcel 2: Rights in Operation and Easement Agreement dated June 14, 2005, filed June 23, 2005 as Document Number 3521181 as amended and rights in Agreement Regarding Cross Easements dated March 15, 2006, filed August 3, 2006 as Document Number 3599210. Abstract Property GENERAL NOTES 1.) This survey was prepared using First American Title Insurance Company, Title Commitment Number 590877 having an effective date of May 27, 2019 at 7:00om. 2.) The surveyed property has not yet been assigned an address. (Table A Item 2) 3.) Subject property appears to be classified as Zone X when scaled from Flood Insurance Rate Map Community - Panel Number 2716JC0117E dated February 3, 2010. (Table A Item 3) 4.) Subject property contains 39,574 Sq.Ft. or 0.908 acres. (Table A Item 4) 5.) No Zoning information provided by the title company. (Table A Item 6 (a)) 6.) Subject property contains 20 total parking stalls. (Table A Item 9) 7.) The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Gopher State One Call Ticket No. 1 9 1 76 033 7 (Table A Item 11) 8.) As of the date the field work was completed for this survey, there was no observable evidence of current earth moving work, exterior building construction or building additions. (Table A Item 16) 9.) As of the date the field work was completed for this survey, there was no observable evidence of recent street or sidewalk construction or repairs. (Table A Item 17) 10.) The surveyor did not locate any delineation markers observed in the process of conducting the fieldwork. No markers were observed. (Table A Item 18) 11.) Based on the information contained within title commitment listed above and a physical inspection of the subject property, the surveyor is not aware of any off site easements or servitude's other than shown hereon. (Table A Item 19) 12.) Bearings based on Washington County Coordinate System. 13.) No adjoiner deeds were provided by Title Company. 14.) Adjoining owners shown per Washington County parcel website. The following notes correspond to the numbering system of Schedule B of the above mentioned title commitment. 11.) Drainage and utility easements over the subject property as shown on the recorded plat of Victor Gardens North Village and Victor Gardens North Village 4th Addition, including access limitation to Frenchman Road. SAID EASEMENTS AFFECT THE SUBJECT PROPERTY AND ARE DEPICTED HEREON 12.) Terms of Operation and Easement Agreement for Victor Gardens Marketplace Shopping Center, dated June 14, 2005, filed June 23, 2005 as document Number 3521181 and Amendment One to Operation and Easement Agreement, dated September 10, 2007, filed October 2, 2007 as Document Number 3664238. SAID AGREEMENT AFFECTS THE SUBJECT PROPERTY, NOT DEPICTED HEREON 13.) Agreement regarding Cross Easements dated March 15, 2006, filed august 3, 2006 as Document Number 3599210. SAID AGREEMENT DOES NOT APPEAR TO BE LOCATED ON THE SUBJECT PROPERTY, SAID EASEMENT APPEARS TO BENEFIT THE SUBJECT PROPERTY AND THE REST OF THE PROPERTY DEVELOPMENT WITH VARIOUS EASEMENT ON THE EAST SIDE OF LOT 1, TYING INTO THE PROPERTY EAST OF THIS SUBDIVISION 14.) Terms of Encroachment Agreement dated December 21, 2005, filed August 3, 2006 as Document Number 3599211. SAID AGREEMENT AFFECTS THE SUBJECT PROPERTY, NOT DEPICTED HEREON (SIGN IS SHOWN ON THE SOUTHWEST CORNER OF LOT 3, BLOCK 1) 15.) Declaration and Agreement Regarding Restrictive Covenants dated November 30, 2007, filed December 31, 2007 as Document Number 3675249. SAID AGREEMENT AFFECTS THE SUBJECT PROPERTY, NOT DEPICTED HEREON 16.) Declaration and Agreement Regarding Restrictive Covenants dated January 14, 2008, filed January 17, 2008 as Document Number 3677083. SAID AGREEMENT AFFECTS THE SUBJECT PROPERTY, NOT DEPICTED HEREON 17.) Rights or claims of tenants, as tenants only, under unrecorded leases, if any. Victor Gardens North Village 4th Addition Hu>;o, Minnesota Date: 7/18/2019 Sheet: 1 of 1 0023478ATF01.dwg ALTA/NSPS Land Title Survey SL -1 AS-1/GL-1 EF -2 EF -1 Renderina (East Elevation Al 1 7 '2 RF -1 ST-1/GR-1 Mr 4 EF -2 EF -1 t7 I- I/Vf1- I V VIZWJL I_IKiVCALI%JI I SCALE: 3/16" = V-0" SL -1 SL -1 Material Label Manufacturer Style Color Notes RF -1 GAF Glenwood Lifetime Designer Shingles Weathered Wood Irovide ice & water shield and approved underlaymen ST -1 Boulder Creek Stone Ohio Rubble Prairie Mountain Provide rainscreen behind BR -1 County Materials Heritage Collection This Brick - Tumbled Coffee Blend This brick over rainscreen GR -1 Spec Mix Masonry Mortar SM -100 Gray Used for brick and stone SL -1 Precast Wainscot Sill (Watertable) Natural Use @ stone watertable and banding @ brick LI -1 Precast Thin Lintel Match White Cloud Above windows at brick LI -2 Precast Thin Lintel Match White Cloud Above door at brick EF -1 STO Milano Ultra Smooth 31416 Field Color EF -2 STO Milano Ultra Smooth 31223 Accent Color AL -1 Una -Clad (Firestone) Aluminum Soffit Panel UC -750 Champagne Metalic AL -2 Una -Clad (Firestone) Aluminum coil stock -formed T Fascia Champagne Metalic AL -3 Una -Clad (Firestone) Aluminum coil stock -formed 'K' gutter Champagne Metalic Matching downspouts GL -1 Guardian SNX 51/23 on clear Transmittance: 51%, Reflect out: 14%, Reflect in: 14%, U-Value:.29, SHGC:.23 VN -1 Fypon FLV12X24 Paint to match STO 31416 Vented Louvers (functional) VN -2 Fypon FHRLV48X24 Paint to match STO 31416 Vented Louvers (functional) AF -1 Kawneer Trifab 601 Anodized Champagne BO -1 Idealshield 1/4" bollard cover Owner branded color. RMS # to be confirmed (orange) /A 1 4 SL -1 JOUtn mevation ST-1/GR-1 SCALE: 3/16" = V-0" I I. \ /K1 4 1 1 n EF -2 EF -1 EF -2 EF -1 P'%%J- I / V L- I ST -1 /GR -1 ---j IVVI LI I CICVGILIVI I SCALE: 3/16" = V-0" Attachment 6 DESIGN/BUILDER: OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP PLAN DESIGN BUILD PEOPLE 157 North Milwaukee Street Milwaukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com 4) 0 N U z = •� o� Q U E U :D _ Q � Z (1) � O_ V Z a� o ~ r__4o W-0 CX5 W L0 L) Z 0 0 U • • _ r THE CONSTRUCTION DOCUMENTS CONSIST OF BOTH THE INFORMATION ON THIS DRAWING AND THE SPECIFICATION MANUAL. IF THE DOCUMENTS HAVE CONFLICTING INFORMATION CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. NO. DATE D D D BY DESCRIPTION LA MACCHIA GROUP PROJECT NUMBER: MN -HRT -1901 DATE: 8/23/2019 HEET TITLE: jExterior Elevations SHEET NUMBER A 1 COPYRIGHT LA MACCHIA GROUP, LLC. All information contained on this drawing including, but not limited to design concepts and details is the property of La Macchia Group, LLC. All ideas documented herein were created for this specific project and shall not be reused in any form without the written permission of La Macchia Group, L.L.C. " IF L), Southeast Renderin SCALE: NTS Northwest Elevation SCALE: NTS t 11lo— 61 Irk Southwest Renderin SCALE: NTS Northeast Renderin SCALE: NTS DESIGN/BUILDER: OUR BUSINESS IS BUILDING YOURS LaMACCHIAAL GROUP PLAN DESIGN r, BUILD PEOPLE 157 North Milwaukee Street Milwaukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com THE CONSTRUCTION DOCUMENTS CONSIST OF BOTH THE INFORMATION ON THIS DRAWING AND THE SPECIFICATION MANUAL. IF THE DOCUMENTS HAVE CONFLICTING INFORMATION CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. NO. DATE BY DESCRIPTION �1 9/27/19 TJN Updates per City Comments D 0 LA MACCHIA GROUP PROJECT NUMBER: MN -HRT -1901 DATE: 8/23/2019 HEET TITLE: jExterior Elevations SHEET NUMBER: COPYRIGHT LA MACCHIA GROUP, LLC. All information contained on this drawing including, but not limited to design concepts and details is the property of La Macchia Group, LLC. All ideas documented herein were created for this specific project and shall not be reused in any form without the written permission A4 of La Macchia Group, L.L.C. n� W 0 N U o� O � U � Q- V V Z a� o W��o N LQ � V O Z O O • • +U r111 THE CONSTRUCTION DOCUMENTS CONSIST OF BOTH THE INFORMATION ON THIS DRAWING AND THE SPECIFICATION MANUAL. IF THE DOCUMENTS HAVE CONFLICTING INFORMATION CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. NO. DATE BY DESCRIPTION �1 9/27/19 TJN Updates per City Comments D 0 LA MACCHIA GROUP PROJECT NUMBER: MN -HRT -1901 DATE: 8/23/2019 HEET TITLE: jExterior Elevations SHEET NUMBER: COPYRIGHT LA MACCHIA GROUP, LLC. All information contained on this drawing including, but not limited to design concepts and details is the property of La Macchia Group, LLC. All ideas documented herein were created for this specific project and shall not be reused in any form without the written permission A4 of La Macchia Group, L.L.C. R.E.=919.3 I.E.=913.3 �W ` � 4 90Q5Z / CP 6111 ECV / ° / IU a U `9310 �i M INV4.7 24"RCP/ p4 R.E.=918.5 44 I.E.=914.0(N) p4 I.E.=913.8(S,SW) A 44 I I � L o / -7 --------- °0 / E _ RL 00, ^9W73 42604 V r / °1nz 919. - - -' RAINq GE & 0 _ _P - - V/<<A�E TOR � RDI T EASE ERMq , , � \ \ ,' 4TH pool � os NORMHNT CESS DRI N VEIP ER p00 NO 3521 / \ 9 \ cJNFr;��\� \ © .5 3 9 .57 991', � IK INV1.i91 B. I , / R.E. 918.6 / .=913.9 v ` J 10 5 o / o Z V J'J � == m3'�3.R.E.=919.4 ,\ , W / I.E.=916.03 Q Q O / ' , EDGE OF w/ / / / GRAVEL O lo v/ wnry0 O z / CD d ,ry Q J Q � R. / \ D li l l•Ef 9pg� 1 I S 8020.12 MVI J Mn �o ° -- ONUME�T SIGN r� ITH IRAN FENCE I / � .=919.5 l N R D , , PER 1A1,1' , y / / 919. 70 4E DATA SIEE19 42tj �; V/� R VlC OR OTILI Ty ,' l , �4Z 4 T qAR,DENSEgSEMENT lr l � J ` �l l % ' l � 90178 G� o f a / \ BZD;o �,. D �Dl TjO OR Ty / ,l / \ / ' �� \\ N,, / m / E OE \ 9 23PP / '2 » P �C Fo 923 \RD26 Sq ` � \ � � l l0 N. '�/ SEW \ \ � 26 l Gtic \ Fo r l D ER UG Flo L/C 0 D \ V V B J B2� W O BUEFDN�igMD ln/ KlI MK ' UG /` ° �n / �® BDyB7Z¢ FOUN p RI fDT --- O[� RL.S D \ 89113 (m]�' ll J z BZD.15 Fp o 9C0 6 0 99 NO CB MND A. Bl T U pq T1 Fo \ 923 �� l i o uo / r /. °E R S oe a 4 604 BENCHMARK TNH EL=922.99 j RLQ 42604 /m / O 1 I \ DD \ DD o \ DD \ c� z Q J 0 t \ V rA 0 6\ / BITul,j/NoUS ' ` I ` J' ; \�l \ ' �' of \ of ROgD A 9-13 ` / / Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C2-EXCND.dwg - LEGEND • FOUND MONUMENT x I WATERMAIN — — — — — EASEMENT LINE SET MONUMENT — �1J SANITARY SEWER — • — • — • — SETBACK LINE 0 MARKED LS 47481 DD STORM SEWER D RESTRICTED ACCESS ® ELECTRIC METER DD FLARED END SECTION CONCRETE CURB � X LIGHT � UE �p ELECTRIC TRANSFORMER ; BUILDING LINE Ac AIR CONDITIONER O TELEPHONE PEDESTAL --------- BUILDING CANOPY GUY ANCHOR UG --E2 GAS METER BITUMINOUS SURFACE HANDICAP STALL ow OVERHEAD WIRE CONCRETE SURFACE UTILITY POLE a CHAIN LINK FENCE o LANDSCAPE SURFACE O POST s IRON FENCE / CEJ ti x WIRE FENCE 4 0 } a, m ❑ WOOD FENCE J CONIFEROUS TREE L1= / IU a U `9310 �i M INV4.7 24"RCP/ p4 R.E.=918.5 44 I.E.=914.0(N) p4 I.E.=913.8(S,SW) A 44 I I � L o / -7 --------- °0 / E _ RL 00, ^9W73 42604 V r / °1nz 919. - - -' RAINq GE & 0 _ _P - - V/<<A�E TOR � RDI T EASE ERMq , , � \ \ ,' 4TH pool � os NORMHNT CESS DRI N VEIP ER p00 NO 3521 / \ 9 \ cJNFr;��\� \ © .5 3 9 .57 991', � IK INV1.i91 B. I , / R.E. 918.6 / .=913.9 v ` J 10 5 o / o Z V J'J � == m3'�3.R.E.=919.4 ,\ , W / I.E.=916.03 Q Q O / ' , EDGE OF w/ / / / GRAVEL O lo v/ wnry0 O z / CD d ,ry Q J Q � R. / \ D li l l•Ef 9pg� 1 I S 8020.12 MVI J Mn �o ° -- ONUME�T SIGN r� ITH IRAN FENCE I / � .=919.5 l N R D , , PER 1A1,1' , y / / 919. 70 4E DATA SIEE19 42tj �; V/� R VlC OR OTILI Ty ,' l , �4Z 4 T qAR,DENSEgSEMENT lr l � J ` �l l % ' l � 90178 G� o f a / \ BZD;o �,. D �Dl TjO OR Ty / ,l / \ / ' �� \\ N,, / m / E OE \ 9 23PP / '2 » P �C Fo 923 \RD26 Sq ` � \ � � l l0 N. '�/ SEW \ \ � 26 l Gtic \ Fo r l D ER UG Flo L/C 0 D \ V V B J B2� W O BUEFDN�igMD ln/ KlI MK ' UG /` ° �n / �® BDyB7Z¢ FOUN p RI fDT --- O[� RL.S D \ 89113 (m]�' ll J z BZD.15 Fp o 9C0 6 0 99 NO CB MND A. Bl T U pq T1 Fo \ 923 �� l i o uo / r /. °E R S oe a 4 604 BENCHMARK TNH EL=922.99 j RLQ 42604 /m / O 1 I \ DD \ DD o \ DD \ c� z Q J 0 t \ V rA 0 6\ / BITul,j/NoUS ' ` I ` J' ; \�l \ ' �' of \ of ROgD A 9-13 ` / / Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C2-EXCND.dwg - LEGEND • FOUND MONUMENT x I WATERMAIN — — — — — EASEMENT LINE SET MONUMENT — D SANITARY SEWER — • — • — • — SETBACK LINE 0 MARKED LS 47481 DD STORM SEWER D RESTRICTED ACCESS ® ELECTRIC METER DD FLARED END SECTION CONCRETE CURB � X LIGHT � UE �p ELECTRIC TRANSFORMER ; BUILDING LINE Ac AIR CONDITIONER UT ----M TELEPHONE PEDESTAL --------- BUILDING CANOPY GUY ANCHOR UG --E2 GAS METER BITUMINOUS SURFACE HANDICAP STALL ow OVERHEAD WIRE CONCRETE SURFACE UTILITY POLE a CHAIN LINK FENCE LANDSCAPE SURFACE O POST s IRON FENCE n SIGN x WIRE FENCE 4 0 } DECIDUOUS TREE ❑ WOOD FENCE CONIFEROUS TREE --DESCRIPTION PARCEL 1: LOT 3, BLOCK 1, VICTOR GARDENS NORTH VILLAGE 4TH ADDITION, WASHINGTON COUNTY, MN - PROPERTY SUMMARY 1. SUBJECT PROPERTIES ADDRESS IS UNASSIGNED, ITS PROPERTY IDENTIFICATION NUMBER IS 19.031.21.22.0055. 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS .906 ACRES OR 39,465 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED PUD, PER RESOLUTION 2007-25-26-27. 4. THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. --BENCHMARKS 1. THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS ARE TNH IN SOUTHWEST QUADRANT OF ROSEMARY WAY AND VICTOR HUGO BOULEVARD AND TNH ON SOUTH SIDE OF ROSEMARY WAY ± 200 FEET EAST OF ELMCREST, BOTH REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK #1 TNH. ELEV.=922.99 - SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING OF FOR THE LINE OF , SECTION , TOWNSHIP RANGE . THE ORIGINATING MONUMENTS UTILIZED TO ESTABLISH THE HORIZONTAL POSITION OF THIS SURVEY WAS THE CORNER AND THE CORNER OF SAID SECTION. 2. FIELD WORK WAS COMPLETED ON 08/12/2019. NORTH 0 20 40 SCALE IN FEET / A� Wambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn:JRw Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. 21797 EXISTING / MONUMENT & LANDSCAPE BED TO REMAIN. PROTECT DURING COURSE OF CONSTRUCTION. FR,c'VC"MA IV Ro, "mob` L EXISTING LANDSCAPE BED TO ,REMAIN. PROTECT / DURING COURSE OF 1 , `� CONSTRUCTION. .ftft R1� l O 'PSI / / SAWCUT & REMOVE ASPHALT FULL -DEPTH. CONTRATOR SHALL PREPARE CLEAN, SHEAR ASPHALT EDGE BUTT -JOINT. APPLY TACK COAT TO EXISTING EDGE OF BITUMINOUS PAVEMENT. °e \ 0 OE- THE eTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED \ ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Sep 27, 2019 - 2:51pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C3-SITE.dwg -LEGEND PROPOSED PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE EXISTING SAWCUT LINE D SIGN GROSS SITE AREA PIPE BOLLARD 0.906 AC NUMBER OF PARKING D STALLS PER ROW XX KEY NOTE XX -DEVELOPMENT SUMMARY STANDARD DUTY D ASPHALT PAVING GROSS SITE AREA CONCRETE PAVING 0.906 AC CONCRETE SIDEWALK D AREA GROSS SITE AREA 39,765 SF 0.906 AC LESS EXISTING DRIVE ISLES, EASEMENTS, & LANDSCAPED AREAS 14,026 SF 0.322 AC NET SITE AREA 25,439 SF 0.584 AC BUILDING SETBACKS (C-2) FRONT YARD 30 FEET REAR YARD 30 FEET SIDE YARD 30 FEET PARKING SETBACKS (PUD 2007-25) FRONT YARD 5 FEET SIDE YARD 5 FEET REAR YARD 5 FEET MINIMUM LOT SIZE (C-2) 20,000 SF ZONING EXISTING ZONING PUD PROPOSED ZONING PUD BUILDING REQUIREMENTS (C-2) \MAXIMUM FLOOR AREA 2,000 SF MAXIMUM BUILDING HEIGHT 35 FT *PER PUD RESOLUTION 2007-25 APPROVED JUNE 4, 2007 -DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE FROM GUTTER OF CURB TO GUTTER OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS. 8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. -KEY NOTES A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS B. B-612 CONCRETE CURB AND GUTTER (SEE DETAIL 1/C9.01) C. SIDEWALK (SEE DETAIL 5/C9.01) D. ACCESSIBLE RAMP E. ACCESSIBLE STALL STRIPING (SEE DETAIL 7/C9.01) F. CROSSWALK G. CURB CUT (SEE DETAIL 2/C9.01) H. TRASH ENCLOSURE (SEE ARCHITECTURAL SET) I. FLAGPOLE (SEE ARCHITECTURAL SET) J. BIKE RACK (SEE ARCHITECTURAL SET) K. ACCESSIBLE PARKING SIGNAGE (SEE DETAIL 6/C9.01) L. LANDSCAPE PROTECTION: CONTRACTOR SHALL PROTECT DURING COURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR/REPLACE AREAS DAMAGED FOR ANY REASON DURING THE COURSE OF CONSTRUCTION. M. CONTRACTOR SHALL FIELD VERIFY EXISTING CONCRETE CURB & GUTTER AND SAWCUTTO NEARESTJOINT. MATCH PROPOSED CURB & GUTTER TO EXISTING. NORTH 0 20 40 SCALE IN FEET Wsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. 21797 a_ 0 i 00 / /7, CB INW.7 11 24„RCP/ pp R.E.=918.5 pp I.E.=914.0(N) I.E.=913.8(S,SW) pp � I R.E.=919.3 / I.E.=913.3 � 44 24"RCP- / 4 i L I / 1 1 / -LEGEND 1 S� 'IN-7 l '92p, / S MARKI / H O 923.16 2 i cX 88 923.52 / � / \ 923.85 / 923.49 - 922 '-L� \ cCMATCH 923.80 0\ ° / RLS EXIST MATCH \ / EXIST �\ 0e °S / 42604 FR0 X °( 0-t \ / qN o o Ro 4 ° / pR , \ � o / / THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED j ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 7I \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, / \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED 902.5 ___902___ EOF 902.5 Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C4-GRDE.dwg EXISTING 902.5 X ST 5 902.5 BENCHMARK TNH EL=922.99 42604 \ Dp MATCH EXIST / ELEVATIONS ALONG SAWCUT LINE / l '92p, / S MARKI / H O 923.16 2 i cX 88 923.52 / � / \ 923.85 / 923.49 - 922 '-L� \ cCMATCH 923.80 0\ ° / RLS EXIST MATCH \ / EXIST �\ 0e °S / 42604 FR0 X °( 0-t \ / qN o o Ro 4 ° / pR , \ � o / / THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED j ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 7I \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, / \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED 902.5 ___902___ EOF 902.5 Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C4-GRDE.dwg EXISTING 902.5 X ST 5 902.5 BENCHMARK TNH EL=922.99 42604 \ Dp \ pD \ DD ____ NORTH 0 20 40 iiiii SCALE IN FEET -GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECTTREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT" OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. 11.d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 11.e. BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. 11.f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: 11.f.a. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. 11.f.b. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, LE.... BOBCAT. 11.f.c. STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. 11.f.d. TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. 11.g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 11.h. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. 11.i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES 15.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.b. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.c. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 15.d. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 15.e. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. Wambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn:JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. 21797 / / / / / a / S 903{2 E1899j �.1 923.08 H IN 0 D\D, i I R.E.=919.3 I.E.=913.3 24 RCP 44 - <p4 i`-903M CB 11 INV{.T 24„RCP/ pp R.E.=918.5 pp I.E.=914.0(N) I.E.=913.8(S,SW) pp � pp �p I � L (2) 6" - 45° / BENDS CLEANOUT RE=920.20 I E=911.50 W I E=911.50 S / 6" WATER SERVICE / 12"x12" TEE i E=914.44 S / I E=914.44 W / I E=914.44 N / 6" - 90° BEND 6" GATE VALVE 41 LF - 6" CONNECT TO EXISTING @ 2.00% / R.E,, WATER STUB 1.f , 09 7 i "9Q 33 LF - 6" @ 2.00% / PVC � CLEANOUT CONNECT TO EXISTING RE=920.19 SANITARY STUB IE=910.67 N EX. RE=920.12± IE=910.67 E // IE=910.00 W 1 EX. I E=909.5± S \�/ 2.70 SEE DATA SHEETS BENCHMARK TNH EL=922.99 \� /RLS \� 42604 i Dp PROPOSED EXISTING CURB & GUTTER \ DD STORM SEWER CBMH \ Dp ____ / 4 �OE PV l M OE FO 922. \`4` \D �I 26 Sq/V \ \ l o l \S` 12» DlP SEWER l \ of �`CL.52 / OE� /�� TER Al D I / S MH BURIED OUND MARKII MH / o / , 0C\ ° \ 0 4 12604 \ c� \OC o c� , \0k OE ° RLS \ of 4 / 42604 OC o / M C qN o o Ro,4D ° OR, , � � o , , THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED j ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 7I \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY / \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, / \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. / IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / Sep 27, 2019 - 2:51pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C5-UTIL.dwg - LEGEND NUMBER PROPOSED EXISTING CURB & GUTTER CBMH STORM SEWER CBMH DD INSULATED CBMH NEENAH R -3067-V STORM SEWER CBMH NEENAH R -3067-V SANITARY SEWER ► D FORCEMAIN (SAN.) LS / FM / Q- D FM D WATERMAIN 104 1 >i I EASEMENT - - - - - - - -- - - - -- DRAINTILE 000 000 DDD DDD GAS LINE GL GI_ ELECTRIC UE UE TELEPHONE UT 11 - STORM STORM SEWER STRUCTURE SCHEDULE NUMBER TYPE CASTING* EX 100 CBMH 101 CBMH NEENAH R -3067-V 102 CBMH NEENAH R -3067-V 103 CBMH NEENAH R -3067-V 104 CBMH NEENAH R -3067-V *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL NOTE: CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. -UTILITY CONSTRUCTION NOTES 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10 -FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5 -FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.5. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5 -FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. - KEY NOTES A. LOWER WATERMAIN AS NECESSARY TO PROVIDE MINIMUM 18" OF SEPARATION FROM SEWER. NORTH 0 20 40 SCALE IN FEET Wsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: SRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title UTILITY PLAN Sheet No. Revision C5.01 Project No. 21797 I I I a / E'891, 3.1 S 903{2 923.08 H IN 0 D \ / o_ 0 i`-903M 11 / �� CB INV{. 24„RCP/ pp R.E.=918.5 pp I.E.=914.0(N) I.E.=913.8(S,SW) 44 I R.E.=919.3 / I.E.=913.3 � 44 24 RCP /`7 I �p / 4 i L 7 \ /_ ��`� / `92p_ I III RAS D W NO I I \J \ GC NO CB c FOUND `��� ° �° a 12604 00\a RLS \ E / 42604 41 \ � l FR[VC/1 � o qN o o Ro,4D A, ° � � o THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS ISA UTILITY QUALITY LEVEL .THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 71 \ SUBSURFACE UTILITY DATA.” THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE , CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Sep 27, 2019 - 2:58pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C6-EROS.dwg BENCHMARK TNH EL=922.99 42604 \ — LEGEND TEMPORARY DIVERSION PROPOSED EXISTING CURB & GUTTER CHECK DAM LIMITS OF DRAINAGE STORM SEWER III 0__ DD � DRAINTILE ►►► III DDD DDD CONTOUR902— INLET PROTECTION DEVICE 2 ® IP -2 RIP RAP Effm CONSTRUCTION ENTRANCE EOF OVERFLOW ELEV. <=902.5 SILT FENCE — — —SF— — —SF— SILT DIKE — — —SD— — —SD— LIMITS OF DISTURBANCE SOIL BORINGS ST 5 902.5 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 ® IP -1 INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE Effm CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN Na TEMPORARY STORAGE AND PARKING AREA TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) NOTE TO CONTRACTOR M TS SM THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET X SILT DIKE LINEAR FEET X BIO -ROLL LINEAR FEET X DD CONSTRUCTION ENTRANCE UNIT 1 \ DD INLET PROTECTION DEVICE (IP -1) UNIT 4 DD \ INLET PROTECTION DEVICE (IP -2) UNIT 4 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS NORTH 0 20 40 SCALE IN FEET asambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: SRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PLAN Sheet No. Revision C6.01 Project No. 21797 1/2" R — 6" _1 3"R 1 3 1/2" R _ SLOPE 3/4" PER FT. N m a - -1r2" H2 6"8" 12" A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB 2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 01N.T.S. B612 CONCRETE CURB & GUTTER - 5'-0" MIN WIDTH 4" P.C. CONCRETE 2.00% 4" CLASS 5 SECTION A -A GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1. THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC. *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF _ INCHES AT DRIVEWAY CROSSINGS. *7T.S. CONCRETE SIDEWALK I�]�9[eI�[ili�1:1���1►[etel:7_\�]q V) W it a > MI IMUM 4" SAND FILL 2" MINIMUM STYROFOAM ------------------------------------------- INSULATION 6" SAND FILL RIGID INSULATION PIPE VARIES NOTES: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED COVER OVER WIDTH OF INSULATION PIPE "A" BOARD "B" 2' 12' 3' 10' 4' 8- 5- 6' 2" OF INSULATION = 2' OF COVER 6' 4' *77.s. INSULATION DETAIL FOR SHALLOW PIPE Sep 27, 2019 - 2:48pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C9-DETL.dwg T OPENING a a a 02N.T.S. CURB CUT NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. Zr) m < PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES m PAVING 1' I PARKING Ln VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION I VAN ACCESSIBLE PROVIDE NO PARKING, ACCESS AISLE SIGN CENTERED AT HEAD OF ACCESSIBLE ACCESS AISLE STANDARD MNDOT SIGN NO. R7 -8M 0 A STANDARD o 0 MNDOT SIGN X > X o PLACE CASTING R-1976 OR ° a a a Zn 4" x 4" STEEL TUBE ui z zn m ui m (SEE SIGN DETAILS z_ m _ z00 IN PAVED AREAS J11 NO PARKING •• THIS SHEET) m fV ACCESSIBLE STALL r4. O 02N.T.S. CURB CUT NOTE: ANY SIGN FREE STANDING IN ASPHALT PARKING LOT SHALL BE MOUNTED AS SHOWN. Zr) m < PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES m PAVING 1' I PARKING Ln VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION I VAN ACCESSIBLE PROVIDE NO PARKING, ACCESS AISLE SIGN CENTERED AT HEAD OF ACCESSIBLE ACCESS AISLE STANDARD MNDOT SIGN NO. R7 -8M ONE WRAP OF #30 ROOFING FELT IIIA, �II 1.5 GRANULAR BASE a CONCRETE *)7T.s. ACCESSIBLE PARKING SIGN WITH BOLLARD 0 A STANDARD o 0 MNDOT SIGN X > X o PLACE CASTING R-1976 OR NO. R7 -8B 2 a >O g Zn 4" x 4" STEEL TUBE ui z zn m ui m (SEE SIGN DETAILS z_ m _ z00 IN PAVED AREAS J11 NO PARKING •• THIS SHEET) m fV ACCESSIBLE STALL r4. O W B MARKING 6"0 SCH. 40 STEEL �^ z �^ _ SEE DETAIL FEMALE ADAPTOR LU PIPE -FILL WITH CONC. PLAN VIEW OF ADA PARKING STANDARD ONE WRAP OF #30 ROOFING FELT IIIA, �II 1.5 GRANULAR BASE a CONCRETE *)7T.s. ACCESSIBLE PARKING SIGN WITH BOLLARD ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) CROSS BRACE m m NO PARKING ACCESS AISLE SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) 5' MIN. WITH GRATE SECURELY FASTEN OVERLAPPING ENDS OF WOVEN WIRE FENCE WITH SILT FENCE MATERIAL SILT FENCE MATERIAL COVER TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS EXTEND WIRE FENCE A MIN. OF � V/VA 3" INTO GROUND \ POSTS: 2 X 4 WOODEN STAKE FENCE: VAAxA WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH EXTEND SILT FENCE /� OPENING FABRIC: IN ACCORDANCE WITH MATERIAL A MIN. OF \ \ ASTM D 6461 LATEST EDITION. V-0" INTO GROUND \ 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. IPJ �Ts.SILT FENCE INLET PROTECTION * REFER TO BITUMINOUS MIX DESIGN REQUIREMENT PROVIDED BY THE GEOTECHNICAL CONSULTANT 2" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWE* 2" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW* 6" CLASS 5 AGGREGATE BASE, MN/DOT 3138 XX" SELECT GRANULAR MATERIAL, MN/DOT 3149.26 (IF REQUIRED BY SOILS ENGINEER) GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX (IF REQUIRED BY SOILS ENGINEER) APPROVED SUBGRADE NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S GEOTECHNICAL CONSULTANT. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. *77. PAVEMENT SECTIONS S. NO PARKING SIGN ACCESSIBLE INTEGRAL PARKING SIGN4F—B SIDEWALK CURB SEE DETAIL SEE DETAIL 8' a a ° ° Q AMAX a a - a 8 a a a . a • n c. 2' EXISTING PROPOSED TACK EXISTING FULL -DEPTH SAW CUT BITUMINOUS EDGE & MILL - 12 WIDE (MIN) EXISTING BASE COURSE EXISTING ASPHALT, A 0 0 0 0 v,D, 0 0 0 0 0 0 04 PLACE CASTING R-1976 OR EXISTING Do �"b AGBA FATE 0 0 0 0 0 0 IN PAVED AREAS J11 NO PARKING •• I STRIPING - 4" ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) CROSS BRACE m m NO PARKING ACCESS AISLE SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) 5' MIN. WITH GRATE SECURELY FASTEN OVERLAPPING ENDS OF WOVEN WIRE FENCE WITH SILT FENCE MATERIAL SILT FENCE MATERIAL COVER TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS EXTEND WIRE FENCE A MIN. OF � V/VA 3" INTO GROUND \ POSTS: 2 X 4 WOODEN STAKE FENCE: VAAxA WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH EXTEND SILT FENCE /� OPENING FABRIC: IN ACCORDANCE WITH MATERIAL A MIN. OF \ \ ASTM D 6461 LATEST EDITION. V-0" INTO GROUND \ 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. IPJ �Ts.SILT FENCE INLET PROTECTION * REFER TO BITUMINOUS MIX DESIGN REQUIREMENT PROVIDED BY THE GEOTECHNICAL CONSULTANT 2" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWE* 2" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW* 6" CLASS 5 AGGREGATE BASE, MN/DOT 3138 XX" SELECT GRANULAR MATERIAL, MN/DOT 3149.26 (IF REQUIRED BY SOILS ENGINEER) GEOFABRIC, MN/DOT TYPE V, MIRAFI 50OX (IF REQUIRED BY SOILS ENGINEER) APPROVED SUBGRADE NOTES: 1. THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S GEOTECHNICAL CONSULTANT. 2. ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. *77. PAVEMENT SECTIONS S. NO PARKING SIGN ACCESSIBLE INTEGRAL PARKING SIGN4F—B SIDEWALK CURB SEE DETAIL SEE DETAIL 8' a a ° ° Q AMAX a a - a 8 a a a . a • n c. 2' EXISTING PROPOSED TACK EXISTING FULL -DEPTH SAW CUT BITUMINOUS EDGE & MILL - 12 WIDE (MIN) EXISTING BASE COURSE EXISTING ASPHALT, A 0 0 0 0 v,D, 0 0 0 0 0 0 04 PLACE CASTING R-1976 OR EXISTING Do �"b AGBA FATE 0 0 0 0 0 0 IN PAVED AREAS J11 NO PARKING i SAW CUT AND MILL EXISTING PAVEMENT V WIDE AND 2" DEEP 04 �Ts.PAVEMENT JOINT SEE SHEET _ FOR PAVEMENT SECTION EXISTING SUBGRADE A A DUCTILE IRON PLACE CASTING R-1976 OR THREADED PLUG APPROVED EQUAL ON CLEANOUTS IN PAVED AREAS NO PARKING FINISHED GRADE STRIPING - 4" ACCESSIBLE STALL TRAFFIC WHITE B MARKING SEE DETAIL FEMALE ADAPTOR PLAN VIEW OF ADA PARKING STANDARD ACCESS STANDARD 6" D.I.P. CLEANOUT STACK STALL ADA STALL ISLE ADA STALL STALL SECTION A -A TRANSITION INTEGRAL PAVEMENT TO FLUSH SIDEWALK CURB WITH SIDEWALK SEE DETAIL 1.5% (2% MAX.) INTEGRAL SIDEWALK CURB SEE DETAIL SECTION B -B 07 �Ts.ADA PARKING v1 1 MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 IP2 �TsCURB DRAIN INLET PROTECTION 11:l 60 CONCRETE y 3" MINIMUM 45° LONG RADIUS BEND XX" (DIP OR PVC) WYE NOTE: CLEANOUT FITTINGS, INCLUDING THE WYE AND STACK SHALL BE DUCTILE IRON, ONLY IF THEY ARE PLACED IN PAVED AREAS. *77. TYPICAL CLEANOUT S. ambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn:JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title DETAILS AND NOTES Sheet No. Revision C9.01 Project No. 21797 44 � 0 FR,c/VCN � \ � ,O g23 /V O RT � H \ o Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-Ll-LSCP.dwg Dp PROPOSED EXISTING PROPERTY LIMIT \ pD CAL EASEMENT ------ BUILDING " RETAINING WALL B & B -LEGEND HUGO LANDSCAPE CODE CALCULATIONS ONE OVERSTORY TREE PER 100 LF OF PERIMETER (779 LF) ONE CONIFEROUS TREE PER 200 LF OF PERIMETER (779 LF) ONE ORNAMENTAL TREE PER 200 LF OF PERIMETER (779 LF) ONE SHRUB PER 30 LF OF PERIMETER (779 LF) --PLANT SCHEDULE STANDARD DUTY PROPOSED EXISTING PROPERTY LIMIT D CURB & GUTTER CAL EASEMENT ------ BUILDING " RETAINING WALL B & B WETLAND LIMITS WL TREELINE 13 LANDSCAPE EDING — — — — — — STORM SEWER 2.5"Cal SANITARY SEWER 2 FORCEMAIN (SAN.) L$ ® FM D WATERMAIN B & B 2.5"Cal YARDDRAIN O LIMITS OF DISTURBANCE SIGN B & B PIPE BOLLARD (� HUGO LANDSCAPE CODE CALCULATIONS ONE OVERSTORY TREE PER 100 LF OF PERIMETER (779 LF) ONE CONIFEROUS TREE PER 200 LF OF PERIMETER (779 LF) ONE ORNAMENTAL TREE PER 200 LF OF PERIMETER (779 LF) ONE SHRUB PER 30 LF OF PERIMETER (779 LF) --PLANT SCHEDULE STANDARD DUTY TREES ASPHALT PAVING D CONCRETE PAVING CAL CONCRETE SIDEWALK D nrninnrn 4 4 26 nnnnncrn 4 4 42 PLANT SCHEDULE TREES CODE BOTANICAL/ COMMON NAME CONT CAL SIZE QTY 0 SG Acer freemanii Sienna Glen' / Sienna Glen Maple B & B 2.5"Cal 1 13 IH Gleditsia triacanthos 'Imperial' / Imperial Honeylocust B & B 2.5"Cal 2 (D KC Gymnocladus dioica 'Espresso' / Kentucky Coffeetree B & B 2.5"Cal 2 0 RO Quercus rubra / Red Oak B & B 2.5"Cal 1 C) BL Tilia americana 'Boulevard' / Boulevard Linden B & B 2.5"Cal 2 0 PE Ulmus americana 'Princeton' / American Elm B & B 2.5"Cal 2 CONIFERS CODE BOTANICAL/ COMMON NAME CONT CAL SIZE QTY 0 NS Picea abies / Norway Spruce B & B 6' 4 ORN. TREES CODE BOTANICAL/ COMMON NAME CONT CAL SIZE QTY (3 SB Amelanchier canadensis 'Autumn Brilliance' / Autumn Brilliance Serviceberry B & B 2"Cal 2 0 SS Malus x 'Spring Snow'/ Spring Snow Crab Apple B & B 2"Cal 2 SHRUBS CODE BOTANICAL/ COMMON NAME CONT QTY BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 12 CE Euonymus alatus 'Compactus' / Compact Burning Bush 5 gal 2 HPB Hydrangea paniculata Bombshell' / Bombshell Hydrangea 5 gal 8 MP Potentilla fruticosa 'McKay's White'/ McKay's White Bush Cinquefoil 5 gal 20 GRASSES CODE BOTANICAL/ COMMON NAME CONT QTY BGG Bouteloua gracilis Blonde Ambition / Blue Grama 1 gal 31 PERENNIALS CODE BOTANICAL/ COMMON NAME CONT QTY SM Asclepias incarnata / Swamp Milkweed 1 gal 21 ® MBC Coreopsis verticillata 'Moonbeam' / Threadleaf Coreopsis 1 gal 29 HH Heliopsis helianthoides / False Sunflower 1 gal. 9 RRD Hemerocallis x Rosy Returns' / Daylily 1 gal 95 PSP Phlox subulata 'Emerald Pink' / Emerald Pink Creeping Phlox 1 gal 25 OAFS 0 Sedum x 'Autumn Fire'/ Autumn Fire Sedum 1 gal 17 GROUND COVERS CODE BOTANICAL/ COMMON NAME CONT QTY +++++++++- ++++++++++ +++++++++++++++++++++ +++++++++++++++++++++ +++++++++++++++++++++ TUR HIG Turf Sod Highland Sod/Sod Sod 13,287sf --PLAN NOTES: 1. ALL NEW PLANTING BEDS TO BE MULCHED WITH 3 INCHES OF DRESSER TRAP ROCK, 4" SIZE, GREY, OVER NON -WOVEN GEOTEXTILE. EXISTING PLANTING ISLANDS TO HAVE ROCK MULCH REMOVED AND REPLACED TO MATCH AFTER PLANT INSTALLATION. 2. RAIN GARDEN TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD. SEE NOTES FOR SPECIFICATIONS. NORTH 0 20 40 SCALE IN FEET J� Wambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn:JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. 21797 30" RADIUS MULCH RING 1.SXA MIN. UNDISTURBED SUBGRADE 1 1 aim DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUTTHE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF TREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALLTO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL - EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL _ SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL - PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT TREE PLANTING DETAIL 1/4" = 1'-0" ROCK MULCH 1" = 1'-0" Sep 27, 2019 - 2:57pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-Ll-LSCP.dwg ANUJI /irL KU( -K - JLL IVU I L_') :OMMERCIAL WEED BARRIER INISH GRADE - SLOPE TO DRAIN EDGER =D4RFr1 CI IRl-.RAr1F 2' L1.02 INSTALL 3" LAYER OF MULCH, DO NOT PLACE IN CONTACT W/ SHRUB STEM APPLY PRE -EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4" DEEPER THAN ROOT BALL HT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE PLANTING SOIL. REFER TO SPECIFICATIONS UNDISTURBED SUBGRADE SHRUB PLANTING DETAIL 3/8" = V-0 PREPARE SOIL FOR - it rn nr - NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION INSTALL 3" LAYER OF MULCH. DO NOT PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL, REFER TO SPECIFICATIONS SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PERENNIAL PLANTING DETAIL 1/2" = 114 NOTES K A I i i r I i STEEL EDGER 1 1/2" = V-0" GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. A GRANULAR PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 14. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 15. WRAP ALL SMOOTH -BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO -WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH. 16. ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT 2571.31.2 17. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO -TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 18. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 19. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED EEL EDGER (BLACK) W/ STAKE FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECTTO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 21.1. POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 21.2. DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 21.3. EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 21.4. EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 21.5. TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 21.6. NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 2" INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURE NO.25-151 WILL BE PLACED AT THE RATE OF 120 POUNDS PER ACRE. 5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. GENERAL TREE SPECIFICATIONS: 1. ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS: 1.1. 2" CAL. TREES: LOWEST BRANCH 6' HT. 1.2. 3" CAL.+TREES: LOWEST BRANCH 7' HT. 2. TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE. 2.1. 1" CALIPER/6-8' HT: 3-4' WIDTH MIN. 2.2. 2" CALIPER/12-14' HT: 4-5' WIDTH MIN. 2.3. 3" CALIPER/14-16' HT: 6-7' WIDTH MIN. 3. CANOPY TREES SHALL NOT HAVE CO -DOMINATE LEADERS IN LOWER HALF OF TREE CROWN. 4. ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE. 5. TREES SHALL NOT BE TIPPED PRUNED. 6. TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7. SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 8. TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION, WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. Wsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE DETAILS AND NOTES Sheet No. Revision L1.02 Project No. 21797 - D -Series Size 1 re rNm LED Area Luminaire ForwaM optics rd'series e tyce Shipped included n P1 P4 P7 40K 4000K TIS iypellshan T55 iypeVshort Introduction SPA Square pole mounting AMBPC Amber The modern styling of the D -Series is striking Specifications yet unobtrusive - making a bold, progressive EPA: 1.01 fF RPA Round pole mourning statement even as it blends seamlessly with its I° o W environment. The D -Series distills the benefits Length: Will Wall bracket of the latest in LED technology into a high aBwl converted' performance, high efficacy, long -life luminaire. Width: 13" SPUMBA Square pole univerul mounting adaptor Shipped separately' P10' P12' L The outstanding photometric performance Height H1: 7�rsranl H2 results in sites with excellent uniformity, greater P11' P13' H1 pole spacing and lower power density. It is Height H2: 3-1/2 Shipped separately Ideal for replacing up t0 75OW metal halide In Weight 27 lbs (101 Weight 27 lb. pedestrian and area lighting applications with (max): n2.2lpt NMABODBXDU Mast arm mounting backetadap[or typical energy savings of 65% and expected � service life of over 100,000 hours. Capable options indiindicated. (specifyfinishl' ,,,,A+ bpmiscolorbackground. • EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DW LED D I~ exceptionally illuminated. • EXAMPLE: KBR8 LED 16C 700 40K SYM MVOLT DDBXD BBRBLED • KBR8 LED Asymmetric 350 350 mA 30K 3000K ASY Asymmetric' MVOLT' Shipped installed Shipped installed DWHXD White BC 12 LEDs' 450 450mi 40K 4000K SYM Symmetric' 120' PE Photoelectric cell, SF Singlefuse(120, DNW Natural V) 530 530 mA 50K 5000K 20P human type 277,347V)41 aluminum symmetric 700 700 IRA AMBPC Amber 240' Control options Shipped installed r „ . PIR HgMow, motomambiemsemor 8-15'riounting height Shippedinstalled DDBXD Dark bronze NLTAIR2 nLight AIR generation 2 enabled ° amblentsensorenabled at5fc'c" AS House -side shield" DBLXD Black PIRHN Network, highlow mollinbientsector' PIRH Hghllow, 1mr/ambiemser",, l5-3PmounBng height, SF Single fuse (120, 277, 347V) I DNAXD Natural aluminum ambiem sensor enabled at 5f, I'll PER NEMA twist -lock receptacle only(controls ordered separate) 10 _ PIRIFC3V Hghnow, modomamblemsensor, 8-15'mounting height DF Double (use (208, 240,481 DWHXD White PERS Itoreceptacle only (controls ordered separate) '0" amblentsemmenabled at lfc't'a L90 Leh minted optic' DDBTXD Tenured dark bronze PER7 Seven -pin receptacle only (controls ordered separate) PIRHIFC3V BI-lead,motion/am6ientsensar, l5-30'mauming height R90 Right rotated boon' DBLBXD Textured black DMG 0-1Mdiolg wires pulled outside fixture (for use with an ambient sensor enabled at lf[110 Shippedseparately DNATXD Textured natural external comes, ordered separately)° FAO Fieldadjustahleoutput1° BS Bib spikes '° aluminum DS Dual switching EGS External glareshield 1e DWHGXD Texturedwhin �A L/THL7N/A One Lithonia Way • Conyers, Georgia 3D012 • Phone: 1-800.705-7378 •www lith,c,, corn D5X1-LED L/GHT//VG 0M11-2019Acuiry BrandsUghnsg,Inc. Allrightsreserwd. Rev.08/15/19 _ COMMERCIAL OUTDOOR Page 1 of 8 Existin KBR8 LED 40K 4000K rNm DSXI LED ForwaM optics 30K 3000K TIS iypelshort TSV$ iypeVWry short MVOLP Shipped included T3S P1 P4 P7 40K 4000K TIS iypellshan T55 iypeVshort 120° SPA Square pole mounting AMBPC Amber P2 PS PS SOK SOOOK T2M iypellmedium TSM TypeVmedium 208' RPA Round pole mourning rA) P3 P6 P9 T4M T35 Type 111 short TSW iypeVwide 240' Will Wall bracket Rotated optics converted' TIM Type III medium FILE Bacldight [arrtroP 277' SPUMBA Square pole univerul mounting adaptor Shipped separately' P10' P12' O T4M type IV medium LC(0 Leffcomercutaff' 347'. RPUMBA Round pole univewl mounting adaptor 8" Round (203,-) P11' P13' TFTM Fomardthrow R((0 Right mmercuroff' 480u Shipped separately With an expected service life of over 20 years of (101 Weight 27 lb. medium NMABODBXDU Mast arm mounting backetadap[or (max): r12.25kg) � over comparable 100W metal halide luminaires, (specifyfinishl' AL Fm D -Series Size 2 `umbo Number LED Wall Luminaire Nom, E � lighting � .rye mEKK. tach dnseries 1M* Capable Luminaire This item is an A+ capable luminaire, which has been Specifications designed and tested to provide consistent color Luminaire Back Box (BBW) appearance and system -level interoperability. Width: 18-1/2" Weight: 21 lbs Width: 5-1/2" BBW 1 lbs . All configurations of this luminaire meet the Acuity (47.0 cm) (9.5kg) D4.oam; Weight: (05k) Brands' specification for chromatic consistency Depth: 10" Depth: 1-1/2" (25.4 cm) (3.8 cin) • This luminaire is A+ Certified when ordered with DTL Height: 7-5/8" Height: 4" controls marked by a sb4adiad backgrog rJ. DTL DLL P94 cm) n02om) equipped luminaires meet the A+ specification for For 374" NPT D luminaire to photocontrol interoperability) D j W sld—lq LLl , o `°nduit This luminaire is part of an A+ Certified solution H ® H for ROAM® or XPointTM Wireless control networks, lllllllllll providing out-of-the-box control compatibility with ® simple commissioning, when ordered with drivers and Nr control options marked by a gliaded background' To learn more about A+, visit www. acuitylomnds.com7aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order �1 A+Upableoptionsindi[ated of one ROAM node per luminaire. Sold Separately: by mi ammrbatkgrannd. Link to Roam; Link to DTL DLL • EXAMPLE: DSXW2 LED 30C 700 40K T3M Ml DDBTXD Di LED r r DSXW2 LED 20C 20 LEDs 350 350 mA 30K 3000K T2S Typell Short MVOLTI Shipped included I Shipped installed (two KBR8 LED 40K 4000K rNm Typell Medium LED Specification Bollard (blank) Surface N �yo�tes 700 700 MA 50K 5000K T3S Type 111 Short 208' mounting 9 30C 30 LED, (three Introduction AMBPC Amber T3M Type 111 Medium The KBR8 Bollard is a stylish, fully integrated bracket engines) rA) LED solution for walkways. It features a sleek, T4M _ 2774 modern design and is carefully engineered to 1 converted' provide long-lasting, energy-efficient lighting Specifications 34745 Shipped separately' O 0 with a variety of optical and control options for 8" Round (203,-) H customized performance. Height: With an expected service life of over 20 years of (101 Weight 27 lb. nighttime use and up to 70% in energy savings (max): r12.25kg) � over comparable 100W metal halide luminaires, the KBR8 Bollard is a reliable, low -maintenance 1.l. lighting solution that produces sites that are D I~ exceptionally illuminated. • EXAMPLE: KBR8 LED 16C 700 40K SYM MVOLT DDBXD BBRBLED • KBR8 LED Asymmetric 350 350 mA 30K 3000K ASY Asymmetric' MVOLT' Shipped installed Shipped installed DWHXD White BC 12 LEDs' 450 450mi 40K 4000K SYM Symmetric' 120' PE Photoelectric cell, SF Singlefuse(120, DNW Natural V) 530 530 mA 50K 5000K 20P human type 277,347V)41 aluminum symmetric 700 700 IRA AMBPC Amber 240' DMG 0-10vdimming DF Double(use(208, DDBXD Dark winespulled 240V)° 16C 16 LEDs' has hor p p converted 277' bronze outsidefixture (forusewith an H24 24'overall height DBLXD Black AMBLW Amber limited 347' extemalcomml, H30 30'overallheight DDBTXD Textured Z wavelength" ordered separately) H36 36"overall height darkbrow ELCW Emergenrybattery FG Ground -faun DBLBXD Textured backup° festoonautlet black 0 0 UAB Without anchor DNATXD Textured U bole (3 bolt base) natural 0% • UAB4 4bolt retrofit base aluminum _ I� without anchor DWHGXD Textured bolts° white Accessories NOTES ode,ed andsni wire y a 1 Only avail able in the l2C, ASY version. MAABU Anchor bolts for KBR8 LED 2 Only available in the l6C, SYM venbn. 3 Onlyavaibblewid, 450AMBLW version. 4 Not available with ELCW. 5 MVOLTdriver.,eoesonarylinevohagefrom12yZi (50/60 Itd. Sp ay 12), 208,240 or 277 oroi r only, when ordering with fusing (SF DF op it ,, phone—rol IPE option). 6 Not available with 34N Not available with fusiig.Not available whh 450 AMBLW. 7 Single fuse(Set requires 120,277, or 347 voltage option. Double lose (Dn requires 208 or 240vohage option. 8 MRAB U notavaibble with VAIM option. �A LlrM=All One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www 1, b- a cow L/GHT/NG 02012-MlSAwiry Brands Lighting, Inc All rights reserved. AL Fm D -Series Size 2 `umbo Number LED Wall Luminaire Nom, E � lighting � .rye mEKK. tach dnseries 1M* Capable Luminaire This item is an A+ capable luminaire, which has been Specifications designed and tested to provide consistent color Luminaire Back Box (BBW) appearance and system -level interoperability. Width: 18-1/2" Weight: 21 lbs Width: 5-1/2" BBW 1 lbs . All configurations of this luminaire meet the Acuity (47.0 cm) (9.5kg) D4.oam; Weight: (05k) Brands' specification for chromatic consistency Depth: 10" Depth: 1-1/2" (25.4 cm) (3.8 cin) • This luminaire is A+ Certified when ordered with DTL Height: 7-5/8" Height: 4" controls marked by a sb4adiad backgrog rJ. DTL DLL P94 cm) n02om) equipped luminaires meet the A+ specification for For 374" NPT D luminaire to photocontrol interoperability) D j W sld—lq LLl , o `°nduit This luminaire is part of an A+ Certified solution H ® H for ROAM® or XPointTM Wireless control networks, lllllllllll providing out-of-the-box control compatibility with ® simple commissioning, when ordered with drivers and Nr control options marked by a gliaded background' To learn more about A+, visit www. acuitylomnds.com7aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order �1 A+Upableoptionsindi[ated of one ROAM node per luminaire. Sold Separately: by mi ammrbatkgrannd. Link to Roam; Link to DTL DLL • EXAMPLE: DSXW2 LED 30C 700 40K T3M Ml DDBTXD Di LED r r DSXW2 LED 20C 20 LEDs 350 350 mA 30K 3000K T2S Typell Short MVOLTI Shipped included I Shipped installed (two 530 530 mA 40K 4000K T2M Typell Medium 1204 (blank) Surface engines) 700 700 MA 50K 5000K T3S Type 111 Short 208' mounting 9 30C 30 LED, (three 1000 1000mA' AMBPC Amber T3M Type 111 Medium 240' bracket engines) rA) phosphor T4M Type IV Medium 2774 a See re product details converted' TFTM Forwardihrow 34745 Shipped separately' O 0 Medium 4804. Bill Surface - mounted back or, (for U � unduitentry) PE Photoelectriccell, button type PER NEMA twist-lakre[eplacleonly (control ordered DSSXD Sandstone DWHGXD Texturelwhite separate)° PERS Bve-wire receptacleonly (control ordered separaRla' PERT Seven -wire receptacle only (control ordered DF Double lose (208, 240, 48019' separate)x' DMG P1Qv dimming wires pulled outside fixture (for use DBLBXD Textured black with an external control, ordered separately) PIR 1Oomtion/ambiem lightsemon<15' mtg hi PIRH 180°motion/ambient light sensor, 15-30'ri bI PIRIFC3V Motion/ambient sensor,8-15'mourrong height ambient sensor enabled at 1fc11" PIRHIFC3V Motion/ambient sensor,t5-30'mounting height • Teounn ed glass tens. Wet location outdoor rated. ambient sensarenable! at lfc111 Shipped installed Shipped separately" DDBXD Dark bronze DSSXD Sandstone DWHGXD Texturelwhite SF Singlefuse(120,277,347VN Ell Bird-detenern,pikes DBLXD Black DDBTXD Textureddarkbronze DssrxD Texmredsandsmne DF Double lose (208, 240, 48019' VG Vandal guard DNAXD Natural aluminum DBLBXD Textured black HIS House-skeshield' N DWHXD White DNADD Textured natural aluminum SPD Separate surge protection° Cc mewpar airy outdoor up and down LED waft Eight fmm Press in Euro Design. • Bronze finish. Die-cast aluminum construction body. OFAL/Ti/L7N/A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www l.th,.r,, om • L/GNT/NG 02012-2019 Acuity Brands Lighting, Inc. All rigb reserved. -�E -. •Fa 1i DSXW2-LED Rev. 03/22/19 Page 1 &4 ( Stanford Modern Outdoor Wall Light Fixture LED Bronze 5 1/2" RN. V Y -yrs Tempered Glass Lens Up Down for Exterior House Porch Patio - 41 _ B—B Found Capped Iron Pipe -� inscribed License No. 42604 NOTES: See Civil documents for Landscape Plan �p,40 NOK y dep,7cafe� R000. Architectural Site Plan SCALE: 1:30 in J/ ! - No monument set. falls in light pole 1 STO -� IiLJ� O1S g Bu V _Monument Sign t SAAV - Y` TUC (AKA cSA.y Np BJ 0 15 30 60 Attachment 7 DESIGN/BUILDER: OUR BUSINESS IS BUILDING YOURS LaMACCHIAL GROUP PLAN DESIGN BUILD PEOPLE 157 North Milwaukee Street Milwaukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com Possini Euro Design n� W by Passim Euro Design 1i*;*t¢ 1 9customerreviews I llanswered questions — a Prlce: $99.99 & FREE Shipping talar. Brnnae . 894.99 . 599-99 W • S 1/2" wide x 5 1/2" high. EktPir 1/2r from the wall. Weighs 1.9B tbs. N • Built-infi Watt nbn-dimmable LED array: 420 lomens,mmpaable ton 40 watt inranrlexent bulb. 30180 CRI. Cc mewpar airy outdoor up and down LED waft Eight fmm Press in Euro Design. • Bronze finish. Die-cast aluminum construction body. • Teounn ed glass tens. Wet location outdoor rated. = a See re product details Compare with similar items - K4ew(1) fiom$99,99&FREE shipping. 41 _ B—B Found Capped Iron Pipe -� inscribed License No. 42604 NOTES: See Civil documents for Landscape Plan �p,40 NOK y dep,7cafe� R000. Architectural Site Plan SCALE: 1:30 in J/ ! - No monument set. falls in light pole 1 STO -� IiLJ� O1S g Bu V _Monument Sign t SAAV - Y` TUC (AKA cSA.y Np BJ 0 15 30 60 Attachment 7 DESIGN/BUILDER: OUR BUSINESS IS BUILDING YOURS LaMACCHIAL GROUP PLAN DESIGN BUILD PEOPLE 157 North Milwaukee Street Milwaukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com THE CONSTRUCTION DOCUMENTS CONSIST OF BOTH THE INFORMATION ON THIS DRAWING AND THE SPECIFICATION MANUAL. IF THE DOCUMENTS HAVE CONFLICTING INFORMATION CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. NO. DATE BY DESCRIPTION O O O O D D LA MACCHIA GROUP PROJECT NUMBER: MN -HRT -1901 DATE: 8/23/2019 SHEET TITLE: Architectural Site Plan SHEET NUMBER: COPYRIGHT LA MACCHIA GROUP, LLC. All information contained on this drawing including, but not limited to design concepts and details is the property of La Macchia Group, LLC. All ideas documented herein were created for this specific project and shall not be reused in any form without the written permission of La Macchia Group, LLC. n� W W 0 N U z = •� Q O 0 Q U � 1.l. (1) C)Z • a�5 L 0 LLI - V) III O N � W L0 V Z 6!rJ%6L 0 0 U 0% • > _ I� THE CONSTRUCTION DOCUMENTS CONSIST OF BOTH THE INFORMATION ON THIS DRAWING AND THE SPECIFICATION MANUAL. IF THE DOCUMENTS HAVE CONFLICTING INFORMATION CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. NO. DATE BY DESCRIPTION O O O O D D LA MACCHIA GROUP PROJECT NUMBER: MN -HRT -1901 DATE: 8/23/2019 SHEET TITLE: Architectural Site Plan SHEET NUMBER: COPYRIGHT LA MACCHIA GROUP, LLC. All information contained on this drawing including, but not limited to design concepts and details is the property of La Macchia Group, LLC. All ideas documented herein were created for this specific project and shall not be reused in any form without the written permission of La Macchia Group, LLC. 1.1 0.5 0.2 0.3 0.4 0.4 0.3 v- '0.2 0.2 0.1 0.1 \ 0. 0.1 X1.7 X1.6 1.5 1.7 1.2 0 0.3 0.2 X1.9 1.7 X2.1 X3.0 3.0 1.8 1.0 0.4 �0 1.6 1.6 .5 X3.2 .0 X2.1 X1.4 0.80 4\ �3 +1.4 1.6 2.6 2.9 X2.7 X2.1 1.4 0.7 +0.4 O 1.1 1.1 1.6 2.6 .0 X2.0 1.2 0.6 0.3 0.2 0.9 0.8 1.6 .5 X2.5 2.1 X1.6 0.9 0.4 0.3 0.2 0.2 .9 7.1 0 '2.5 2. X1.5 1.0 +0.3 0.2 0.1 OB10.8 X2.2 X1.3 0.7 0.1 0.1 0.1 0.1 6. X2.1 .5 X1.1 0.5 0.2 0.1 OB 0.1 .0 1.4 X1.3 X0.9 0.4 0.1 0. E 0.1 2�E$0. • 0.1 1 °1 .2 3 1. X1.0 0.7 0.4 0.2 0.1 E 0.1 7.1 1.1 X1.0 X0.9 0.6 0.4 0.2 • 0.1 OB 0.1 .3 3 X1.2 X1.1 X0.9 0.6 0.4 0.2 + 0.1 • OB 8.7 X2.4 X1.6 X1.3 *1.0 0. 0.4 0.2 0.2 2. �.9 X1.5 1.0 0.4 +0.2 0.2 2. 2.2 1.6 X1.3 1.0 0.6 0.3 0.2 5 X1.5 X1.0 0.7 0.4 0.2 0.2 OA3 0.2 0.7 0.9 0 .7 + .6 0.4 0.2 0.1 +0.4 0.5 0.2 +0.1 0.1 0.1 0.0 0.4 0.4 0.2 0.1 0.1 0.0 0 0.3 0.0 0.3 0.3 0.3 0.2 0.1 0.0 0.2 + +0.1 �0.1 +0.1 0.1 0.0 0.0 \ 0.0 0.0 Plan View Scale - 1" = 16ft Attachment 8 Statistics Description Symbol • Max Min Max/Min DRIVE-THRU CANOPY z 14.9 fc 17.3 fc 10.1 fC 1.7:1 ENTRY 0 11.1 fc 12.5 fc 10.2 fc 1.2:1 PARKING AND DRIVE X 1.9 fC 5.1 fC 0.9 fC 5.7:1 PROPERTY LINE + 0.1 fc 0.3 fc 0.0 fc N/A SITE ALL + 1.2 fc 10.8 fc 0.0 fc N/A Woodland Consulting, LLC wz-baaozi� w W H z LUV z V1 za M 00. CG O Z 00 M w AVL J Ln _ W Ce Z UHX zY Z .w rOnn V N SAF; C E a I 10'-10" Sign Elevation SCALE: 3/4" = V-0" L A &I & &.11111111iff —Ir -W Internally lit dimensional acrylic letter. Approx: 16.5SF. Typical of (2), East and South Elevations. EXTERIOR MATERIALS a & 4 ' r40 Material Label Manufacturer Style Color Notes RF -1 GAF Glenwood Lifetime Designer Shingles Weathered Wood rovide ice & water shield and approved underlaymen ST -1 Eldorado Stone RoughCut Casa Blanca Provide rainscreen behind BR -1 County Materials Heritage Collection This Brick - Tumbled Coffee Blend This brick over rainscreen GR -1 Spec Mix Masonry Mortar SM -100 Gray Used for brick and stone SL -1 Precast Wainscot Sill (Watertable) Natural Use @ stone watertable and banding @ brick LI -1 Precast Thin Lintel Match White Cloud Above windows at brick LI -2 Precast Thin Lintel Match White Cloud Above door at brick EF -1 STO Milano Ultra Smooth 31416 Field Color EF -2 STO Milano Ultra Smooth 31223 Accent Color AL -1 Una -Clad (Firestone) Aluminum Soffit Panel UC -750 Champagne Metalic AL -2 Una -Clad (Firestone) Aluminum coil stock -formed T Fascia Champagne Metalic AL -3 Una -Clad (Firestone) Aluminum coil stock -formed W gutter Champagne Metalic Matching downspouts GL -1 Guardian SNX 51/23 on clear Transmittance: 51%, Reflect out: 14%, Reflect in: 14%, U-Value:.29, SHGC:.23 VN -1 Fypon FLV12X24 Paint to match STO 31416 Vented Louvers (functional) VN -2 Fypon FHRLV48X24 Paint to match STO 31416 Vented Louvers (functional) AF -1 Kawneer Trifab 601 Anodized Champagne 130-1 Idealshield 1/4" bollard cover Owner branded color. RMS # to be confirmed (orange) Aluminum # c%tnrpfrnnt M a nu facto re h; K neer Trifa b 601 Color: # 1:9 An od ized Champagne AsphaPt �h'rngTes Manufactore.rr: 15AF Color' Glenwood Lifed rn e D esign er 5h i ngl e -s -Cla' Soffit, Dowrtspcuts -.0 refm- Fi reston e a mp agn e L% II r ElL Ar 111 LM St one Veneer + 1 ManUfactorev: Eldorado Ston e Color. a ughc ut - Casa Blanca Field Window Lintels, ate rta b les ija rid i n g M a n ufa ctilli re rLCustom Cast Ston L3 Colo; Sandstone EI FS M a n u facto re r -a Sto Texture: Milano W tra smooth Color: Ftel d: 3141-6. Accent: 31233 Attachment 9 DESIGN/BUILDER: OUR BUSINESS IS BUILDING YOURS LaMACCHIA GROUP PLAN DESIGN BUILD PEOPLE 157 North Milwaukee Street Milwaukee, Wisconsin 53202 T 414.223.4400 F 414.223.4488 www.lamacchiagroup.com 0 4- 0 0 N U o� Q 0 E U :D _ Q � Z � � O Z a� o ��0 r__4 LLIo CX5 W L0 U Z 0 0 U • • _ r THE CONSTRUCTION DOCUMENTS CONSIST OF BOTH THE INFORMATION ON THIS DRAWING AND THE SPECIFICATION MANUAL. IF THE DOCUMENTS HAVE CONFLICTING INFORMATION CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. NO. DATE D D D D D D BY DESCRIPTION LA MACCHIA GROUP PROJECT NUMBER: MN -HRT -1901 DATE: 8/23/2019 HEET TITLE: jExterior Elevations SHEET NUMBER: A2 COPYRIGHT LA MACCHIA GROUP, LLC. All information contained on this drawing including, but not limited to design concepts and details is the property of La Macchia Group, LLC. All ideas documented herein were created for this specific project and shall not be reused in any form without the written permission of La Macchia Group, L.L.C. Attachment 10 wsb October 2, 2019 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan/PUD Review Heartland Credit Union WSB Project No. 14686-000 Dear Ms. Juba: We have reviewed the Site Plan/PUD submittal for the above -referenced project. We have reviewed the following plans related to this particular request: • PUD/ Site Plans, prepared by Sambatek, dated 8/22/19 • Preliminary Stormwater Management Plan, prepared by Sambatek, dated 8/22/19 • Stormwater Design Worksheet, prepared by Sambatek, dated 8/22/19 • Pond Exhibit, prepared by Sambatek, dated 9/12/19 Based on the review of the Site Plan/PUD documents, we offer the following comments related to this application: Civil Plans 1. We are working directly with the applicant's engineer to finalize the grading, site, and utility plans, specifications, and details. We will issue the drainage permit and construction plan approvals once the remaining issues identified in the redline comments have been addressed. We do not expect that any remaining plan changes will have a significant impact on the plans. 2. Water service will be connected to the existing watermain stub on either the east side or north side of the proposed building and the sanitary sewer service will be extended from the existing sanitary sewer service stub or sanitary structure on the east side of the proposed building. Stormwater Management 3. The applicant has submitted their Stormwater Management Plan for the site, meeting the appropriate storage, rate control, treatment, and volume reduction for the overall development. The project proposes to utilize an existing regional stormwater pond to meet volume, water quality, and rate control requirements. Pond 10, located in the southeast corner of Elmcrest Avenue North and Rosemary Way, was designed to include the proposed Heartland Credit Union site. Survey of the pond was recently completed to ensure the capacity of the pond is still adequate. The site fits within the original approved design for the overall Victor Gardens development and meets the City's stormwater requirements. S:\Users\R_Juba\Rachel\DEVELOPMENT PROJECTS\Victor Gardens North Village\VGNV 4th\Heartland Credit Union - Site Plan\Engineer Comments\LTR - Heartland Credit Union - 10 02 19.docx Ms. Rachel Juba October 2, 2019 Page 2 From an engineering standpoint, the proposed site plan meets our requirements. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Stephanie Hatten, Water Resource Engineer (email only) S:\Users\R_Juba\Rachel\DEVELOPMENT PROJECTS\Victor Gardens North Village\VGNV 4th\Heartland Credit Union - Site Plan\Engineer Comments\LTR - Heartland Credit Union - 10 02 19.docx EXISTING / MONUMENT & LANDSCAPE BED TO REMAIN. PROTECT DURING COURSE OF CONSTRUCTION. FRENCHMANRoa„ "mob` L EXISTING LANDSCAPE BED TO ,REMAIN. PROTECT / DURING COURSE OF 1 , `� CONSTRUCTION. .ftft R1� l O 'PSI / / SAWCUT & REMOVE ASPHALT FULL -DEPTH. CONTRATOR SHALL PREPARE CLEAN, SHEAR ASPHALT EDGE BUTT -JOINT. APPLY TACK COAT TO EXISTING EDGE OF BITUMINOUS PAVEMENT. °e \ 0 OE- THE eTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED \ ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Sep 27, 2019 - 2:51pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C3-SITE.dwg -LEGEND PROPOSED PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE EXISTING SAWCUT LINE D SIGN GROSS SITE AREA PIPE BOLLARD 0.906 AC NUMBER OF PARKING D STALLS PER ROW XX KEY NOTE XX -DEVELOPMENT SUMMARY STANDARD DUTY D ASPHALT PAVING GROSS SITE AREA CONCRETE PAVING 0.906 AC CONCRETE SIDEWALK D AREA GROSS SITE AREA 39,765 SF 0.906 AC LESS EXISTING DRIVE ISLES, EASEMENTS, & LANDSCAPED AREAS 14,026 SF 0.322 AC NET SITE AREA 25,439 SF 0.584 AC BUILDING SETBACKS (C-2) FRONT YARD 30 FEET REAR YARD 30 FEET SIDE YARD 30 FEET PARKING SETBACKS (PUD 2007-25) FRONT YARD 5 FEET SIDE YARD 5 FEET REAR YARD 5 FEET MINIMUM LOT SIZE (C-2) 20,000 SF ZONING EXISTING ZONING PUD PROPOSED ZONING PUD BUILDING REQUIREMENTS (C-2) \MAXIMUM FLOOR AREA 2,000 SF MAXIMUM BUILDING HEIGHT 35 FT *PER PUD RESOLUTION 2007-25 APPROVED JUNE 4, 2007 -DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE FROM GUTTER OF CURB TO GUTTER OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS. 8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. -KEY NOTES A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS B. B-612 CONCRETE CURB AND GUTTER (SEE DETAIL 1/C9.01) C. SIDEWALK (SEE DETAIL 5/C9.01) D. ACCESSIBLE RAMP E. ACCESSIBLE STALL STRIPING (SEE DETAIL 7/C9.01) F. CROSSWALK G. CURB CUT (SEE DETAIL 2/C9.01) H. TRASH ENCLOSURE (SEE ARCHITECTURAL SET) I. FLAGPOLE (SEE ARCHITECTURAL SET) J. BIKE RACK (SEE ARCHITECTURAL SET) K. ACCESSIBLE PARKING SIGNAGE (SEE DETAIL 6/C9.01) L. LANDSCAPE PROTECTION: CONTRACTOR SHALL PROTECT DURING COURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR/REPLACE AREAS DAMAGED FOR ANY REASON DURING THE COURSE OF CONSTRUCTION. M. CONTRACTOR SHALL FIELD VERIFY EXISTING CONCRETE CURB & GUTTER AND SAWCUTTO NEARESTJOINT. MATCH PROPOSED CURB & GUTTER TO EXISTING. NORTH 0 20 40 SCALE IN FEET Attachment 11 Wsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. 21797 a_ 0 i 00 / /7, CB INW.7 11 24„RCP/ pp R.E.=918.5 pp I.E.=914.0(N) I.E.=913.8(S,SW) pp � I R.E.=919.3 / I.E.=913.3 � 44 24"RCP- / 4 i L I / 1 1 / -LEGEND 1 S� 'IN-7 l '92p, / S MARKI / H O 923.16 2 i cX 88 923.52 / � / \ 923.85 / 923.49 - 922 '-L� \ cCMATCH 923.80 0\ ° / RLS EXIST MATCH \ / EXIST �\ 0e °S / 42604 FR0 X °( 0-t \ / qN o o Ro 4 ° / pR , \ � o / / THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED j ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 7I \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, / \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED 902.5 ___902___ EOF 902.5 Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C4-GRDE.dwg EXISTING 902.5 X ST 5 902.5 BENCHMARK TNH EL=922.99 42604 \ Dp MATCH EXIST / ELEVATIONS ALONG SAWCUT LINE / l '92p, / S MARKI / H O 923.16 2 i cX 88 923.52 / � / \ 923.85 / 923.49 - 922 '-L� \ cCMATCH 923.80 0\ ° / RLS EXIST MATCH \ / EXIST �\ 0e °S / 42604 FR0 X °( 0-t \ / qN o o Ro 4 ° / pR , \ � o / / THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED j ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 7I \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, / \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED 902.5 ___902___ EOF 902.5 Sep 27, 2019 - 2:50pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C4-GRDE.dwg EXISTING 902.5 X ST 5 902.5 BENCHMARK TNH EL=922.99 42604 \ Dp \ pD \ DD ____ NORTH 0 20 40 iiiii SCALE IN FEET -GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECTTREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT" OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. 11.d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 11.e. BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. 11.f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: 11.f.a. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. 11.f.b. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, LE.... BOBCAT. 11.f.c. STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. 11.f.d. TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. 11.g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 11.h. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. 11.i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES 15.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.b. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.c. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 15.d. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 15.e. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. Wambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn:JRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. 21797 / / / / / a / S 903{2 E1899j �.1 923.08 H IN 0 D\D, i I R.E.=919.3 I.E.=913.3 24 RCP 44 - <p4 i`-903M CB 11 INV{.T 24„RCP/ pp R.E.=918.5 pp I.E.=914.0(N) I.E.=913.8(S,SW) pp � pp �p I � L (2) 6" - 45° / BENDS CLEANOUT RE=920.20 I E=911.50 W I E=911.50 S / 6" WATER SERVICE / 12"x12" TEE i E=914.44 S / I E=914.44 W / I E=914.44 N / 6" - 90° BEND 6" GATE VALVE 41 LF - 6" CONNECT TO EXISTING @ 2.00% / R.E,, WATER STUB 1.f , 09 7 i "9Q 33 LF - 6" @ 2.00% / PVC � CLEANOUT CONNECT TO EXISTING RE=920.19 SANITARY STUB IE=910.67 N EX. RE=920.12± IE=910.67 E // IE=910.00 W 1 EX. I E=909.5± S \�/ 2.70 SEE DATA SHEETS BENCHMARK TNH EL=922.99 \� /RLS \� 42604 i Dp PROPOSED EXISTING CURB & GUTTER \ DD STORM SEWER CBMH \ Dp ____ / 4 �OE PV l M OE FO 922. \`4` \D �I 26 Sq/V \ \ l o l \S` 12» DlP SEWER l \ of �`CL.52 / OE� /�� TER Al D I / S MH BURIED OUND MARKII MH / o / , 0C\ ° \ 0 4 12604 \ c� \OC o c� , \0k OE ° RLS \ of 4 / 42604 OC o / M C qN o o Ro,4D ° OR, , � � o , , THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED j ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING 7I \ SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY / \ HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). / IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, / \ INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. / IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. / / Sep 27, 2019 - 2:51pm - User:afeldberg L:\PROJECTS\21797\CAD\Civil\Sheets\21797-C5-UTIL.dwg - LEGEND NUMBER PROPOSED EXISTING CURB & GUTTER CBMH STORM SEWER CBMH DD INSULATED CBMH NEENAH R -3067-V STORM SEWER CBMH NEENAH R -3067-V SANITARY SEWER ► D FORCEMAIN (SAN.) LS / FM / Q- D FM D WATERMAIN 104 1 >i I EASEMENT - - - - - - - -- - - - -- DRAINTILE 000 000 DDD DDD GAS LINE GL GI_ ELECTRIC UE UE TELEPHONE UT 11 - STORM STORM SEWER STRUCTURE SCHEDULE NUMBER TYPE CASTING* EX 100 CBMH 101 CBMH NEENAH R -3067-V 102 CBMH NEENAH R -3067-V 103 CBMH NEENAH R -3067-V 104 CBMH NEENAH R -3067-V *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL NOTE: CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. -UTILITY CONSTRUCTION NOTES 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10 -FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5 -FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.5. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5 -FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. - KEY NOTES A. LOWER WATERMAIN AS NECESSARY TO PROVIDE MINIMUM 18" OF SEPARATION FROM SEWER. NORTH 0 20 40 SCALE IN FEET Wsambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client LA MACCHIA GROUP 157 NORTH MILWAUKEE STREET, MILWAUKEE, WI 53202 Project HEARTLAND CREDIT UNION Location HUGO, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. BRADY D. BUSSELMAN Registration No. 44579 Date: 09/27/2019 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: Drawn: SRW Approved: Book / Page: Phase: PRELIMINARY Initial Issued: 09/27/2019 Revision History No. Date By Submittal / Revision Sheet Title UTILITY PLAN Sheet No. Revision C5.01 Project No. 21797