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HomeMy WebLinkAboutPC PACKET 121621CITY OF�— Agenda Hugo Planning Commission Thursday, December 16, 2021 Hugo City Hall 7:00 PM Public meetings are being held at Hugo City Hall in the Council Chambers. Participation is available in person and virtually via Zoom. The meeting ID is below. Please contact Community Development Assistant, Emily Weber, at 651-762-6311 with questions. Meeting ID: 312 650 0232 https://us02web.zoom.us/e/3126500232 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. September 23, 2021 D. PUBLIC HEARING 1. Victor Land Holdings, LLC — Site plan and conditional use permit amendment for a 43,000 square foot office/warehouse building to be constructed with the campus development. E. NEW BUSINESS I�91URI 1111IL1U&SI G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rluba@ci.hueo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, September 9, 2021 Acting Chair Arcand called the meeting to order at 7:00 pm. PRESENT: Arcand, Derr, Fry, Mulvihill, Petty ABSENT: Kleissler, Lessard, Luchsinger STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of July 9, 2021 Commissioner Derr made a motion, seconded by Commissioner Luchsinger to approve minutes for the meeting of July 9, 2021 with corrections as mentioned. Ayes: All Nay: None. Motion carried. Public Hearing: Short Term Rental Facilities — Prohibited Ordinance Staff provided a background on the proposed ordinance update. Staff has received complaints on a short term rental facility that has been listed on the website Vacation Rentals by Owner (VRBO). The Washington County Sheriff's Department has also received numerous complaints on the property related to noise, parties, and the transient nature of short term rentals. Staff defined short term rentals and presented research completed on regulations adopted by other cities in the area. Staff stated that the Ordinance Review Committee had a discussion on short term rental facilities and that the City Council directed staff to draft an ordinance prohibiting short term rental facilities. Staff recommended that the Planning Commission hold a public hearing and take all comments. Staff recommended approval of the ordinance for short term rentals. The Commissioners discussed the language used in the ordinance and clarified that the ordinance does not apply to the rental of community rooms or bed and breakfast facilities. Acting Chair Arcand opened the public hearing at 7:11pm. No one came forward to speak. Acting Chair Arcand closed the public hearing at 7:12pm. September 9, 2021 PC Minutes Page 2 Commissioner Petty, seconded by Commissioner Mulvihill, motioned to approve the ordinance prohibiting short term rental facilities. All ayes. Motion carried. Public Hearine: Revisions to Adeauate Public Facilities Ordinance Staff provided a background on the existing adequate public facility ordinance and defined adequate public facilities. Staff recommended the Planning Commission hold the public hearing and take all comments. Staff recommended approval of the revisions to the adequate public facilities ordinance. Acting Chair Arcand opened the public hearing at 7:16pm. No one came forward. Acting Chair Arcand closed the public hearing at 7:16pm. Motion by Commissioner Petty, seconded by Commissioner Mulvihill, to approve the revisions to the adequate public facilities ordinance. All ayes. Motion carried. Adjournment Commissioner Derr made a motion, Commissioner Mulvihill seconded, to adjourn at 7:17pm. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number: DA CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Victor Land Holdings, LLC. Site Plan and Conditional Use Permit Amendment for a 43,000 square foot office/warehouse building to be constructed with the campus development. DATE: December 9, 2021 for the Planning Commission meeting of December 16, 2021 ZONING: Business Park (BP) 60-DAY REVIEW DEADLINE: February 27, 2021 (120-days) 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a site plan for an approximately 43,000 square foot office, manufacturing, and warehouse building with associated parking. The proposed building will be occupied by JL Schwieters for a small office area, manufacturing, and warehousing for their floor and roof truss operations. The applicant is also requesting a CUP amendment for the campus development since the use of the building will include office and manufacturing. The campus development includes four phases. The first phase of the development was construction of a 145,000 square foot office/manufacturing/warehouse building. The second phase consisted of the 27,100 square foot office/warehouse building located in the northeast corner of the site. This request is phase three and will include the proposed office/ manufacturing/warehouse building at the northwest corner of the property. Phase four is proposed to be a 12,000 office/warehouse building at the southeast corner of the property. The applicant is only requesting site plan approval for the third phase. Each new building will be required to formally apply for site plan approval for consideration by the Planning Commission and City Council. The campus property totals approximately 15 acres. The property is zoned Business Park (BP) and is guided as Business Park (BP) in 2040 Comprehensive Plan. Victor Land Holdings, LLC — Site Plan and CUP Amendment 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north are zoned Planned Unit Development (PUD) and are occupied by townhome developments. The properties to the east are zoned General Industrial (I-3) and are occupied by industrial businesses. The property to the south is zoned Business Park (BP) and is occupied by the Xcel Energy Training Center. The property to the west is zoned Large Lot Single Family Residential (R-1) and is occupied by the City owned Clearwater Creek Preserve park. B. Existing Site Characteristics The property is generally flat and includes buildings on site. There is shared stormwater management for the entire campus development. 3. BACKGROUND: In 2018, the City Council approved a CUP for a campus development that approved the location and use of four proposed buildings on the site. The general location of the buildings remain the same with this request. 4. ANALYSIS: A. Level of City 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's discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. B. Conditional Use Permit Campus Development The term "campus development" means two or more principal buildings on any lot or parcel. All campus developments shall be constructed under a master plan prepared by a professional, registered, architect, and approved as a provision of the conditional use permit for the site. The applicant has approval of a campus development to allow multiple buildings on the property. Victor Land Holdings, LLC — Site Plan and CUP Amendment The applicant has provided options for how the property could develop in four phases. In the review of the CUP for a campus development the Planning Commission is simply providing a recommendation on the suitability of the site layout for additional buildings. The applicant would be required to come back before the Planning Commission with a formal site plan application prior to construction of each building. Approval of the campus development would give the applicant assurance that the additional buildings would be allowed subject to site plan approval and provided the buildings are consistent with the campus development CUP. In the absence of the campus development, the applicant would only be able to construct one building on the property. The campus development is generally the same as what was previously approved. The proposed 43,000 square foot building was previously shown as warehouse and is now proposed to be an office, manufacturing, and warehouse building. This use is allowed in the zoning district and the building is located generally in the same area that was previously approved. The request meets the criteria necessary to approve a CUP amendment. C. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The BP zoning district requires a 30-foot front and rear yard setback and a side yard setback equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Building Height The BP zoning district has a maximum building height of 50 feet. The building height will be approximately 30 feet. The site plan complies with the height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 40% and lot area to be covered by impervious surface to 80%. The overall campus development meets the requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial development. The site plan includes tree and shrub locations and species. The applicant is proposing 22 overstory deciduous trees, 22 coniferous trees, 22 ornamental trees, and 145 shrubs. This meets the landscape ordinance requirements for the project. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle Victor Land Holdings, LLC — Site Plan and CUP Amendment measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for wall mounted fixtures. The applicant has provided cut -sheet for both the wall lights for staff review and approval prior to installation. The lighting plan meets the ordinance standards along the property lines Fencing and Screening The applicant is proposing roof top mechanical equipment for the building. The plans show a 2 foot — 6 inch raised parapet wall from the roof line of the building. All roof top mechanical equipment shall be adequately screened from view. It is in staff s opinion that the parapet will screen most of the roof top equipment. Staff has added that there will be an inspection during construction and that as a condition of approval prior to the issuance of a certificate of occupancy the equipment shall be screened. The applicant has indicated that the trash stored inside the building or screened with materials consistent with the building materials. The plans show a gate on the west side of the building to access the driveway on that side. They will have access to the exterior storage area of the existing building to the south. A fence is proposed to be installed from the gate to the existing fence along the west side of the property. The new fence shall be a black vinyl chain link fence. Streets and Access The 2040 Comprehensive Plan shows 140th Street as a future road that will extend to Elmcrest Avenue. It is classified as a future minor collector road. The applicant is proposing to construct an extension to 140th Street to the west property line. The access to the site would be from the proposed extension of 140th Street. In 2013, the City Council adopted an assessment policy for developer -driven improvements. The policy outlines criteria to consider the requests of developers to design and construct roadways and associated improvements and assess the costs to the property. One of the three criteria is that the requests are limited to areas with commercial and industrial development. Staff has received a letter from the developer requesting that the City cost share on the construction of 140th Street (to their western property line) 50% each and that the developers cost be assessed to the property over a five year period. The request also include the City adding the construction of 1401h Street in the CIP for 2022. The request generally complies with the assessment policy for development -driven improvements. The City owns a majority of the property along of 1401h Street, where the extension of the road would occur. There is a benefit to the City with the construction of the road. There is a sanitary sewer lift station north of 1401h Street that is currently accessed from a gravel driveway. An improved paved 140th Street would provide the City better access to the lift station for monitoring and maintenance. Also, Clearwater Creek Preserve Park is west of 1401h Street. Victor Land Holdings, LLC — Site Plan and CUP Amendment At its November 16, 2021, meeting the EDA considered the request of the applicant for cost sharing on the road improvement and assessing the developer's portion of the cost to the property. Staff recommended the cost sharing of the design and construction of 1401h Street because the City owns the property along 1401h Street to the north and other the benefits to the City. The request generally complies with the assessment policy for development -driven improvements. The EDA stated they agreed the request meet the assessment policy requirements and because the City owns most of the land to the north along 1401h Street, they unanimously made a recommendation to add the project to the Street CIP for 2022, cost share on the on the road project 50% each, and assess the developers portion of the cost to the property. The City Council will review the development and assessment agreement at its January 3, 2022, meeting. Parking According to the Section 90-253 PARKING, based on the use and the size of the building 86 parking stalls are required by ordinance. The applicant is proposing 28 parking stalls for the site, which does not the ordinance standards for the use of the building. There seems to be plenty of area on the site to accommodate additional parking. The code also allows for deferred parking to be constructed when deemed necessary by the City. Staff will continue to work with the applicant on the number of parking spaces. Trails There is a City trail along Fenway Boulevard North. There is a proposed trail shown on the Trails Plan in the 2040 Comprehensive Plan on the north side of 1401h Street North. Staff will work with the applicant to see if it makes sense to include this small section of trail with the construction of the road. Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The building material for the office, manufacturing, and warehouse building consists of integrally colored precast tip -up concrete panels, of one colors and two patterning styles. The building will be constructed with the same color and material as the existing buildings on the property. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show coloration and patterning in design of the concrete panels. The concrete is proposed to be a light brown earth tone, with an accent dark brown tone. The front has glass and there windows on all sides of the building. The applicant is proposing metal awnings along the front of the building over the entrances. The applicant will be required to submit the design to staff for review and approve the design of the awnings. The exterior doors and overhead doors are proposed to be brown and compliment the exterior color. The applicant has provided material samples and staff will continue to work with the applicant on the materials for review by staff. Victor Land Holdings, LLC — Site Plan and CUP Amendment Signage The applicant is showing locations for proposed signs on the building, which is allowed by ordinance. Prior to the installation of any signs, the applicant shall obtain a sign permit. Drainage/Grading The overall stormwater management was planned with the campus development. The stormwater requirements are met with the existing stormwater management facilities on the property. There are a few technical details that are required to be completed from comments by the City Engineer. Utilities Water service to the site will be achieved with extending the existing watermain stub within 140th Street from the existing western addition limits to approximately 550' further west. An existing hydrant stubbed from the south is providing additional fire protection. Sanitary sewer service is available to the site from the existing sanitary sewer service stub from the manhole located in the future 1401h Street to the north that was installed with the original overall campus development. Wetlands The applicant is not proposing any wetland impacts. Park Dedication Park Dedication is not required for commercial and industrial developments. 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan and CUP amendment, if the appropriate conditions are met in the attached resolutions and conditional use permits. 6. RECOMMENDATION: Staff recommends approval of the site plan and CUP amendment applications from Victor Land Holdings, LLC. Victor Land Holdings, LLC — Site Plan and CUP Amendment ATTACHMENTS: 1. Location Map 2. Engineers Memo dated December 16, 2021 3. Resolutions: a. Site Plan b.CUP Amendment 4. Plans and Building Elevations -th 0 0 Z w m CO 0 LO 00 00 LO 0 CD W D CO W W U) m W 00 wsb December 16, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Schwieters Building 7 WSB Project No. 018801-000 Dear Ms. Juba: We have reviewed the site plan submittal for the Schwieters Building 7 site located south and adjacent to 140th Street west of Fenway Boulevard. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Set LSchwieters Building 7 11x17 073021.pdf) revised 7/30/21 by Carlson McCain and updated on December 9, 2021. • Architectural Plan Set (VLH BUILDING 7 SITE PLAN REVIEW_292 ARCH SET_20210730.pdf) revised 7/30/21 by Carlson McCain • Stormwater Management Memo LSchwieters Building 7 Hydrology Memo.pdf; 171316- PROPOSED-2019-10.10 REVISED 8-24-2021.hcp) dated 8/24/21 by Carlson McCain • Storm Sewer Design (8606-01_Storm SewerDesign.pdf; 8606-01_Stm Swr Catchment.pdo by Carlson McCain Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans The site is proposed to have two accesses. The first is through their existing parking entrance on Fenway Avenue while the second involves extending 140th Street to the west approximately 600 ft to their west property line. 140th Street will be extended from the short section of 140th Street recently constructed with their most recent expansion located on the southwest quadrant of Fenway Avenue and 140th Street. Their second access is proposed to come from the extended portion of 1401h Street. A cross access agreement will be required through the existing Schwieter's facility. The City will work with the applicant to construct the extension of 140th Street as a City Improvement Project as the City owns the property on the north side of 140th Street and may warrant City cost participation. Staff will continue to work on the process related to the extension of 140th Street prior to the January 3, 2022 City Council meeting where this item will be heard. It is expected that the site plan, CUP amendment, and development/assessment agreement (with waiver to 429 process) will be reviewed and discussed in detail. S:\Users\R_Juba\DEVELOPMENT PROJECTS\Roy Molitor Addition\Schwieters Building 7\Site Plan_CUP Amend ment\Engineers Memo and Red -lined Comments\Eng Memo Schwieters Building 7 Site Plan 121621.docx Ms. Rachel Juba December 16, 2021 Page 2 4. Water service to the site will be achieved with extending the existing 12" watermain stub within 140th Street from the existing western addition limits to approximately 550' further west. An existing hydrant stubbed from the south is providing additional fire protection. 5. Sanitary sewer service is available to the site from the existing 6" sanitary sewer service stub from the manhole located in the future 140th Street to the north that was installed with the original overall Schwieters site. 6. Two rows of parking (27 spaces) are provided along and across from the northern side of the building along future 140th Street. Additional industrial loading areas are available on the west and south sides of the building. 7. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management 8. The expansion of this site was planned for with the stormwater management filtration basin constructed as part of the original Schwieters site. Rate control and water quality requirements for the expansion are anticipated to be met through this filtration basin. The previously approved HydroCAD model will need to be updated to be representative of the proposed changes to what was previously approved. 9. The stormwater requirements for the extension of 140th Street will be addressed with the City Project and be accommodated by expanding existing stormwater management facilities on either the north or south side of 1401h Street which are located on City property. 10. Drainage and Utility Easements will need to be provided over the existing 6" PE drain tile outlet for the existing stormwater management facilities for the overall site. 11. A stormwater agreement between the two sites will be required as private storm sewer extends between the two parcels. 12. Stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Wetland 13. There are no wetland impacts associated with the proposed improvements. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB al� Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) RESOLUTION 2020-44 APPROVING A SITE PLAN FOR VICTOR LAND HOLDINGS, LLC, FOR AN OFFICE, MANUFACTURING, AND WAREOUSE BUILDING ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH AS PART OF THE CAMPUS DEVELOPMENT ON THE NORTHWEST PORTION OF THE PROPERTY WHEREAS, Victor Land Holdings, LLC, requested approval of a site plan for an approximately 43,000 square foot office, manufacturing, andwarehouse building, on property legally described as follows: Lot 1, Block 2, Roy Molitor 41h Addition WHEREAS, the Planning Commission has reviewed said site plan on December 16, 2021, 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 for Victor Land Holdings, LLC, for an approximately 43,000 square foot office, manufacturing, and warehouse building, subject to the following conditions and findings: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated , shall be addressed. 2. The applicant shall meet all conditions listed in the conditional use permits for the campus development. 3. The applicant shall be required to apply for formal site plan approval for all future phases to be considered by the Planning Commission and City Council. 4. The plans shall be revised to show proof of parking to be reviewed and approved by City staff. 5. The proof of parking shall be constructed at any time deemed necessary by the City. 6. No exterior storage shall be located west of the building. All exterior storage shall remain in the areas as approved with the campus development. 7. Prior to the installation of any signs, the applicant shall obtain a sign permit. 8. The landscaping shall be irrigated to ensure establishment. 9. The fence shall be black vinyl chain link. 10. 140th Street North shall be extended to the west property line of Lot 1, Block 2, Roy Molitor 4th Addition. Resolution 2022- Page 2 Prior to the issuance of a building permit: 11. A Development and Assessment Agreement shall be executed for the extension of 140th Street North. 12. The applicant shall submit cut sheets for the wall mounted light fixtures to be reviewed and approved by staff. a. The applicant shall revise the plans to show shield over the wall lights in the north side of the building. 13. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. The materials shall be compatible and cohesive with the existing buildings in the campus development. 14. The proposed metal awing design shall be reviewed and approved by staff. 15. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. 16. The trash receptacles shall be stored inside the building. 17. Cross access and maintenance agreement between the buildings shall be reviewed and approved by staff. The document shall be recorded against the property. Prior to issuance of a Certificate of Occupancy: 18. The extension of 1401h Street North shall be completed with at least the first lift of bituminous. 19. All roof top and ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 20. All required landscaping shall be fully installed. 21. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and utility extensions. Resolution 2022- Page 3 ADOPTED by the City Council this 3rd day of January, 2022. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2021- APPROVING A CONDITIONAL USE PERMIT AMENDMEVT FOR VICTOR LAND HOLDINGS, LLC, TO ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a conditional use permit amendment to allow a campus development on the property located at 13676 Fenway Boulevard North, and legally described as follows: Lot 1, Block 2, Roy Molitor 41h Addition WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on December 16, 2021, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Victor Land Holdings, LLC, to allow a campus development on the property located at 13676 Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. Campus developments are allowed in the Business Park (BP) zoning district with a CUP. The use is permissible by law. 2. The proposed use is consistent with the Business Park (BP) zoning of the property. 3. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. 4. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. 5. The site has adequate access to Fenway Boulevard. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. 9. The property is not located within the shoreland overlay district and does not involve watercrafts. 10. The property is not located within the shoreland overlay district. Resolution 2022- Page 2 11. The applicant shall be responsible for all necessary state and local permits. 12. The applicant shall revise the landscape plan to include additional landscaping along the north property line, subject to review and approval by City staff. ADOPTED by the City Council this 3rd day of January, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk I — 11+00 SCHWIETER BUILDING 7 HUGO, MINNESOTA _ _i_ _ _1 13+00 14+00 140TH STREET N (FUTURE EXTENSION BY CITY) ri7�7�7� -9 I F `c a I_d IN:41011e16121 DIE :9111111Ile] O 2 I I I I I I I I I I d a O II I I I I I I I I I I I I I I I I I I I I I Q Q ° .he L-QT— ohe ohe ohe ohe oh �h�e '—ahe— ohe ohe ohe ohe ohe ohe ------- 15+00 16+00 — — — — — — — — — EXISTING POND ' I � EXISTING I FILTRATION BASIN I i I i o 0 0 0 0 0 0 00�0 I I I I I II I 1 i I I EXISTING POND I I I I II I I I l i SO EXISTING WETLAND I OUTLOT A I ILF— Co 2 r I I I EXISTING BUILDING VICINITY MAP N ROAD z F� SITE LQ cC�NFRq OQ � N o N m NOT TO SCALE SHEET INDEX C1. COVER C2. EXISTING CONDITIONS (PARTIAL) C3. REMOVALS PLAN C4. GRADING, DRAINAGE & EROSION CONTROL PLAN C5. SITE & SIGN PLAN C6. UTILITY PLAN C7—C8. DETAILS C9. RETAINING WALL PROFILES C10. CAMPUS EXHIBIT C11. SWPPP L1—L2. LANDSCAPE PLAN N - i 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG Know what's below. Call before you dig. J a Z W i U Z La Z Z LU IZ >& i U a 5 W f Z n Z W Ul W J Z m y J Z o� Q O U O z / N1 v; 01 Z W > Cl CO oc U o 40 W a U �O Z O 0) a o W 2 Iq p O n MLLI H n z J fu i--i o LU m O V w0 H W = H Z (U J J (� z Za) N oo Q (M o J Q Ln O `n _ r roz � � Q zILL 0) QLn:3 J fV = w/ M li O V REVISIONS 1. 12/9/21 per City Comments. 2. 3. ` 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BIK ISSUE DATE: 7/30/2021 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 Name: Brian 3. Krystofiak, P.E. Si nature: 9 �i ,` Date: 7/30/2021 License #: 25063 C1 of C11 J RIM 24/.3 `1mry- _8" PIN SKH VC El ­932 / / oh�eo-� ah�e he ohe ohe ohe -ohe_- o�ie he -hP 1 \ (\ ohe ohe ohe ohe oh n 01 �\ \ ------------------ PVC 14 0 T H S T R E F/ N. L----FM---4„ FM -----FM--= FM-----FM-----FM----FM---- FM-- 1�� `\ F 1===-Fio1--- - Mt === A4===-FM_----FM---------- -- -- -- -- -- -- -- -- -- / / RIM=929.4 8" PVC INV=916.4 ym! <--<--<---<--<---<--<---< --- <--<--- <---<---<---<---<--<---<--<---<--<-- eG--<---<-<--- <--<---<-<-- INV=908.4 S H �� SMH--- / I O / S89016'02„E n� -Most northerly line of Lot 2, Block RLS44800 303.65 1 o I SOY MOLITOR FOURTH ADDITION ------------ J- 30.88 o n Ls --- -- / I / / �the_p Drainage MOLITOR FOURTH A per / / \ 1L \ I / '�the�nf►RdY MOLITOR FOURTH ADDITION =917. D \\= (U KNO N END) pi / / \ // -930- I Di / _ Di _6," PE D7 DT 93� _J2G <�30- RC<_ I II/ / -DT _\ DT DT DT / oIl � Di DT � I � / ` DT � D7 Di L D DT CD / III ^I 1 � / o Existing Pond / ' / 161 I III A Existing Infiltration Basincq l l I o II / LO - I OWNER: 1 > o -«15' HDPE - - -«- I RIM EAST ®EDGE=918.0 I o o N Q VICTOR LAND HOLDINGS LLC I II o o II 1 l l \ to I PID: 30.031.21. 11. 0010 I OWNER; I I I I I I I N I o CITY OF HUGO \ PID: 30.031.21.11.0007 _ \ 1i�N���\ �000000000 (ll \01, °�C° �°I I / I I I I I T A I I \ CA I )I�' � �I III► Existing Pond ,I I \\ l l l l I I I I \ ,I11 % I II IIII \ 1 I8 \ I I I Il III II I Gate Chain link Fence 1 I -- I \ NV=925.i f_ I- \\ \\ ` - - - - INV=922.3 x x x x RIM-922.3 s - - x x X x x x x x D� \\ � � _ - S89"59464Z_ _ _ _sea- - RLS 40361 - - \ \ -2 3G7 x - - X X X x X x x X X X X X x X X x - 1- INV-915.0T�- 0 0 \I I I A _ � 70.47 I I I I � I I 15" RCP � / RIM=928. � n 92.4 � »---» »--»>>- »--->i'»--»- -INV925.1 RIM929.1 INV-923.6 � NI I I -930-1 _930- I 93o_ C oA w ` cQ W O 8DIP U I o I " �i� V 8" DIP -----I-----I-----I-----I-----I-----I-----I-----I-----IIII�-- ----I-----I-----I----I-----I-----I-----I-----I-----I-----I-I � c� o `o I I 0RIM-931.0 ° ° a d ° ° ° n d ' d' a ° e a ° ° Q° ° a d d a 6 d ° rl d ° PROPERTY OESCRIPT/ON.• Part of Lot 2, Block 1, ROY MOLITOR FOURTH ADDITION, Washington County, Minnesota I I� n A I (abstract property) I Io O N10 Existing Building GENERAL NOTES. � l j 1) Bearings shown hereon are based on the Most northerly line of Lot 2, Block 1, ROY MOLITOR FOURTH ADDITION, which is p CO 1 assumed to bear S89°16'02"E. j 2) The field work was completed on July 16th, 2021. + I II 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to n any excavations or digging, contact Gopher State One Call for on on -site location (651-454-0002). BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. LEGEND • - Denotes Found Iron Monument O - Denotes Found Set Iron Pipe - Denotes Light Pole -o- - Denotes Miscellaneous Sign or - Denotes Existing Tree O - Denotes Sanitary Manhole SMH O - Denotes Storm Manhole STMH ® or ® - Denotes Catch Basin FES - Denotes Flared End Section HYD �C? - Denotes Fire Hydrant DV N - Denotes Gate Valve o - Denotes Cleanout - Denotes Guy Wire - Denotes Utility Pole FM FM - Denotes Force Main - DT DT DT - - Denotes Draintile ohe - Denotes Overhead Utility Line(s) - Denotes Watermain - - ->- - ->- - Denotes Sanitary Sewer - » - Denotes Storm Sewer - Denotes Existing Fence as noted - Denotes Gravel Surface O- Denotes Concrete Surface - Denotes Bituminous Surface \oao / - Denotes Existing 2 Ft. Contour / 0a�iDenotes Existing 10 Ft. Contour N 0 15 30 60 ( SCALE IN FEET ) J Q Z W V i U Z La Lin Z Z L i U c�Ix> W f Z W N W J H m J z o� Q O U O Z �/ U W 01 n Z W > nl vi V V LU M W a O VQ � W Gl 2 Iq Nf a O � MLLI H � Z O Z � H J 4-1 Q 1�1 O Z m O V �7 w 0 H W 0) = W V J J r/ (, z uZ ^ 00 � O J Q Ln O In roz Ti r � � Q c Z LL 0) QLin ::3 J fV = 0) w/ M li O H V REVISIONS 1. 2. 3. 4. s. 6. DRAWN BY: bjs ISSUE DATE: 7/30/21 FILE NO: 2122 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota Name: Thomas R. Balluff �z��License #: 40361 F Of 11 REMOVE & DISPOSE OF EX. FENCE PROTECT EX. DRAINTILE & CLEANOUT i INV=915.0 \ RIM924.3 8" PVC INV=907.7 S H--%--->--- `� n > S H❑ \` _ H ohEo-� �Y�ie he ohe ohe he -c�V+c ohe ohe ohe ohe ohe he n --- AI--------- a 4---------------------- ----FM--' PVC ---FM ----- FM ----- FM ----- FM ----- FM ----- FM ---- -FM----=FM==-==1 v I I RIM=929.4 RIM=925.7 8" PVC INV=916.4 INV=908.4 S HC--------C-------C--- <--- <--- C--- <--- <--- C---C--<---C--Q <---< SMH n I� la I� n I 1 I X INV=917.8 CO (UNKNOWN END) o-IDT _ DT D7 � DT DT � DT I DT Di - DT � DT - DT _ D7 PE ICDT CDT CDT/( �D7 LDI I DT IT DT � Di DT _ IT I CDT CDT DT Di CDT Di ICDT �D7 I PROTECT EX. 6° PE DRAINTILE I (VERIFY LOCATION IN FIELD) I i I I I O I I 2 I I I I I I I I I I I SALVAGE EX. GATE \ REMOEVE X. LIGHTLPOLE � REMOVE & DISPOSE REMOVE &GHTLPOLE OF EX. FENCE I I 1 I � I I I Dr DT DT CO I I I I I I I I EXISTING FILTRATION BASIN II 1 I I 1 I 1 I 1 1 o O O O 1 1 I I I II I I II I I I EXISTING POND I 1 I I VI I ff I I I 1 I 1 1 1 S`gy�-922.3 INV=922.3,� � S s G' - - - - - - - - INV = 9\ I / EXISTING POND I � I /, I / % I I I \ I \ OU TLOT A EXISTING WETLAND x x x x x - J PROTECT EX. HYDRANT \ co NA & WATER MAIN \��\ RIM=928.8 15" RCP 9 RIM=929.4 -)]- i> ii ii- - -ii > » _ - -ii- - -ii- -i - - -ii� INV=925.1 INV=23.6 RIM=929.1 Ii- - - - - - - - - - ------------- - - - - - - -- ----- a nx I I REMOVE & DISPOSE SAWCUT & MILL a1 REMOVE & DISPOSE OF EX. CONCRETE /Q EXISTING BITUMINOUS a°III SAWCUT MILL21 L - - J OF EX. BITUMINOUS CURB & GUTTER. I /� 1�1 EXISTING BITUMINOUS I�/ry A PROTECT EX. /h I I STORM SEWER(D /1 2 ----- -- ----- ----- 8., DIP ---- 8., D A. I I I I-----I-----I-----I-----I-----III II----I-----I-----I-----I-----I-----I--- I / I jl RIM=931.0 ° d ° ° ° ° ° d ° ° a ° ° d ° ° ° ° ° °d 1 it I m ° ° d d ° B d ° I 1 F d I ;I ° ' I ' I 1 '8,EXISTING BUILDING 1 I I I I n REMOVALS PLAN LEGEND EXISTING REMOVALS PROPERTY LINE CURB BITUMINOUS GRAVEL CONCRETE REMOVAL BITUMINOUS REMOVAL 0 C SAWCUT - - - - - CURB REMOVAL FENCE REMOVAL HYDRANT H YD 102 GATE VALVE GV XLP LIGHT POLE � LF ��// X EB ELECTRIC BOX ❑ SIGN CONIF. DECID. TREE TREELINE REMOVAL PLAN NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE ACTIVITIES WITH THE UTILITY COMPANIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SAWCUTS SHALL BE FULL -DEPTH CUTS. 6. REFER TO LANDSCAPE PLANS FOR TREE REMOVAL/RELOCATION. N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG Know what's below. Call before you dig. J Q i Z luw Z V N U of Z Z LU IZ a >& f lui V > Z X W Ul W y J m J z C � Q U 07 LLI ~' rn � t� W n Z W > � 1 0 tM0 n W 13 LL i Ix o V Z N Q co W 2 Iq a ri co 0 IS COD W M H Z II� J � J a �0 J Q � � W O W H Ce V V J J (� z Z(1) I"IZ3CO Q � M o J Q Ln 0 1n _ ro z CC � G Q Z LL 0) Q In J (V = Icew� M ,--I 0 N REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak, P.E. Signature: - Date: 7/30/2021 License #: 25063 C3 of C11 15 6 _ _ 18.4 11+00 12+00 ryry/ 140TH STREET N (FUTURE EXTENSION BY CITY) { 22.1 \ 1 00 RETAINING WALL #2 �ryv < / L-El J \ / I 4 PROPOSED q GRADE & �30. -932 - - - CONTOURSFOR FUTURE ohe ohe he oh�--ohy_-� e ohee �h=ohe oh ohe ROAD (PER STREET I ------------ PROFILE - - PROFILE PROVIDED BY CITY) \ ------ -� - ��--------- X25.1 / 26.2 27.2 14+00 15+00 16+00 -930- - • 1 W .5U.0 - • BW27. / • TW30.0 - --- _ /--� • p /BW27.5--�- $�2 \ l• I 30.0 -D - -D 29.5 TW \ 6 / ---- le BW29.0 T- T- / PE �- �928-_ or DF • I I / �_ 29.8 N T DT DT Di 29.6 -H I \ - 1 i I�• N DT D' D DT co / I I / I / ► ` EXISTING N 5 / �> 3 4 30.4 30. LI I ROCK CONSTRUCTION I HWL = 928.5 / �/ ��� / / � 4.0 30 30. • I I I I, �f� o d ENTRANCE 31.5 .I I I LI I N I I i Cb I / I I� 0)I I N . 2% _ _ 30.5 30.5 r7 I II / I I f 30.8 31.0 EXISTING BASIN I I e I I I o I I EXISTING B BASIN TC 31.3 \TC 31.3 BTM = 915.0 • I I I j 31.3 31.5 GL 30.8 \ GL 30.8 'l I I / HWL = 918.3 I • I / I HWL = 928.5 TC 30.8 1} I i i h / • o � d I GL 30.8 e� rn ® 0)N�11 J 1• �o�o� • I/co \ 1 e o I• l l • I II I r5 I \ TW 30.0 I I I• I I �Ij O BW 29.0 1 / I I • I I I I / I d 4,8% 31.3 I I• „ I ao f d° 2 TW 30.0 • / • I TI I BW 26.2 I e I I I d . I I 315 PROPOSED BUILDING I RETAINING WALL #1 I I I EXISTING WETLAND 931.5 HWL 928. / • I I I I I M I / EXISTING POND I II I I I I I �I NWL = 924.0 I / • I I I I IHWL = 928.5 II • I TW 30.0 I I I BW 26.2 II• I / TW 30.0 I I \• - - - - - - - - - - - l--- J / RIM=922.3 : INV=922.3� �+LOT A Yb eF r r - ----�--�-_xX =X --* --_X - - ---x ------- 93 9� � O I 1.8% I�� 0> �� Qom_ 31.3):d g o� 31.5 d°° 31.5e 31.5° d 31.5 31.5° 31.5,4 31.5°d _�/ / • • • s HI 31.3 d° °a a= d ° I III 931.35 � 31.3 3 3 31 3 Ai /n le GL 30.0 I I/r` /� 15 RCP M / IM=928.8 INV-923.6� �30.3--»,X---»---»---»-» »---»---»- >�O -- »�}NV=925.1 RIM=929.1 III I M � ` � 9 I 30.2 29.5 294 I '� T ,I ' I , I 930.48 X � \ 930.04 / x GL �1 .0 X BT -9 ol AI 3 x I \ BT oo X BT0.15 �T9.98 / - ' I I / _930- I 930.00- ' �1 BT / I----- ----- ----- ----- - X_BL41 ----- X9 61 B., DIP X i81 -- ---- X -&T0.50 -- --- G ---- ----- ----- ----- ----- ----- ----- - 1 i h III �/ ° d -- d ---� a---S-fnW---------- --- d a ° d a -- 1 I I I A , I, I I 1 ' I I IA AI EXISTING BUILDING 1 I I, A LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE - - - - - - - CURB LINE _________-_ BITUMINOUS PAVEMENT r 7 L---------J CONCRETE PAVEMENT --' SANITARY SEWER --->--->- STORM SEWER --»--M >> WATER MAIN ---- UNDERGROUND GAS Ug UNDERGROUND ELECTRIC ue DENOTES INLET UNDERGROUND TELEPHONE ut PROTECTION MANHOLE O HYDRANT Yo MH �C? GATE VALVE N LIGHT POLE SIGN 10' CONTOUR Joao -1040� 2' CONTOUR - -1038- - 1038 SPOT ELEVATION (CURB ELEVATIONS "".0 00.0 ARE TO GUTTER LINE) X ---a- X ----- 0- TOP OF CURB ELEV. T 44.3 GUTTER LINE ELEV. G 43.8 E.O.F. EMERGENCY OVERFLOW 43 In x el� 4 000.0 SILT FENCE + e e e e e- GOVERNING SPECIFICATIONS 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE CITY OF HUGO SPECIFICATIONS. 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. GRADING NOTES 1. ROCK CONSTRUCTION ENTRANCE, SILT FENCE, AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYS AFTER LAND -DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED. 5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. WETLAND IMPACTS 1. NO WETLAND IMPACTS ARE PROPOSED FOR THIS PROJECT. N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG Know what's below. Call before you dig. J a i Z Inw Z V Ln q .n Z Z f L V t�>> Z U W U1 W J y m J z o� a OLLI U 07 ~/ � U) W n Z W � CO 11 0 n W Q �I G o Ix O VZ U) W ci co 2 a k1 co 00 H Z � co J � Wa z Q J Z J 0 H 0 0 V o W Z Z 0 W Q ao � Cd W �j J J (� z Z(1) I"I � CO Cl N M o J Q Ln 0 Ln _ �' z C Z LL_ 0 ) Q Ln =3 J (V = li we M ,-� 0 REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak, P.E. Signature: IV Date: 7/30/2021 License #: 25063 C4 of C11 3 0 12+00 v � ` RIM=924.3 8" PVC EP INV=907.7 S H->--->---� r71 � n S H J - - 8 ohEo-, '6 e he ohe ohe he -ohc ohe oh e ohe ohe - ohe ohe n ---_ - 1--------- a - ------------------------- ----FN\ 4" PVc-FM-----FM-----FM-----FM-----FM-----FM-----FM-- I - II 21. 2 14+b0 I� 15+00 16+00 RIM=929.4 <- - _ PVC INV=916.4 SMH - < - <-<---<---<--<---<---<--<---<---<--<-- <---<-- SMH A 16- ��O -1O I RETAINING WALL #2 28 - - - - - 10' PARKING SETBACK _ M� 1 KI- INV=977.8 co 4 (UNKNOWN END) O-IDT >� >� > > >�>> >�>�>�-> Di DT > - DT � DT D7 > n I 40' FRONT - - T - T - T - DT - _ " PE 17 00 ; I BUILDING SETBICI4 -- D D p ° I_ - --- - Y D 9.5 D D7 T I r". n 9-5b-, DT I _\ DT DT DT DT DT , _INV=92�18 U Q I m N N < < DP DT 1 DT CO ` I !2 w i i I -o I /\ in N, 'r? g g 9 5 I EXISTING POND / I aC.D C11i / I o I 31 ,p 11 ago 5 '9 to I I rl RELOCATED GATE I EXISTING FILTRATION BASIN / I ! I SIGNS INSTALLED ON BUILDING I I j O ODO I 3 II 1 230 , 4 /I I IC 4 �4 7A I ' d ° 0 � a4) o j i o o PROPOSED BUILDING N I 1 Tr . °° 43,320 SQFT. I J I I I I I O I I I EXISTING WETLAND 7 j l I I EXISTING POND 2 I IRETAINING WALL #1 I I I 3 I \ a % I `----- -INV=922.3,, OUTLOT A ° - S32 RIM=9223 �� I YD� V EXISTING FENCE I 10' -----x----x---x---- x--- I I I I I I I I I I I I I I I ------------=----=----x----x----'L� \------------ ��- z,..� • - ° ° d ° ° ° ° ° a ° ° ° ° a ° a ° ° a d ° ° ° °< ^ I \ �� \RCA s HI A nl 3 I� I 3 I j 15"' RCP TY » - >> - > - - -> -> - >> >> - - -» RIM=928.8 n, INV= 3.6 INV=925.1 RIM=929.1 EXISTING FENCE x It 2 ' I J 2 J II I I' n G D8'" DIP x o I-----I-----I-----I-----I-----I-----I-----I--6„IP IIII----I -- ----I-----I-----I-----I-----I-----I-----I-----I----- n = 1 . I xt I / ° ° --_- ° ° ° ----_ - - V RIM e9 ai-0 ---- -- ° ° ° ° - ° ° ° a - <--- ----a ------ r' 3- d e�'� a 4 d d n d ° ° d ° ° d ° ° ° ° ° n° d d ° ° ° ^ ° d 6 d l+j I •I o �d � I n �II EXISTING BUILDING ' I ' 'I n , 140TH STREET N (FUTURE EXTENSION BY CITY) 13+00 LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE CURB LINE - BITUMINOUS PAVEMENT ] LIGHT DUTY CONCRETE PAVEMENT SANITARY SEWER STORM SEWER WATER MAIN UNDERGROUND GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE MANHOLE HYDRANT GATE VALVE LIGHT POLE SIGN FENCE SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BUILDING UNLESS OTHERWISE NOTED. 3. ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 4. TYPICAL PARKING STALLS ARE 9' X 18.5'. 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED DOMES. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINT MAX. SPACING: WALKS-8' O.C. ALL OTHERS-10' O.C. SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. *ALL OTHERS-40' O.C. *AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. SITE PLAN KEYNOTES O LANDSCAPE AREA. SEE LANDSCAPE PLAN. 0 MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. O3 CONCRETE STOOP. ® MODULAR BLOCK RETAINING WALL. MANUFACTURER/COLOR PER OWNER. O5 PEDESTRIAN CURB RAMP PER CITY DETAIL. © 6" CONCRETE FILLED PIPE BOLLARD O7 PROPOSED FENCE HEAVY DUTY ->--->- > --»� »--- ug ue - ut HYD H GV x x- SIGNING AND STRIPING NOTES 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB UNLESS OTHERWISE NOTED. 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH SHALL BE 4" SOLID BLUE PAINT. 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO REFLECTIVITY AND INSTALLATION. SIGN SCHEDULE (PER MMUTCD,) 0 STOP SIGN: R1-1 (24"x 24") (1 TOTAL) © HANDICAP PARKING SIGN: R7-8m W/R7-8b (12% 18") (2 TOTAL) © NO PARKING: R8-3 (12% 18") (1 TOTAL) PARIHNG SUMMARY STANDARD STALLS 26 HANDICAP STALLS 2 TOTAL STALLS 28 SETBACKS - MINIMUM FRONT BUILDING SETBACK 40 FT - MINIMUM SIDE BUILDING SETBACK FROM PROPERTIES NOT ZONED INDUSTRIAL 40 FT - MINIMUM REAR BUILDING SETBACK 30 FT - PARKING SETBACK FROM RIGHT-OF-WAY 10 FT - PARKING SETBACK FROM LOT LINE 5 FT NOTE: INTERIOR PARKING AREAS THAT DO NOT MEET THE MINIMUM SETBACKS WILL BE SUBJECT TO CROSS PARKING & ACCESS AGREEMENTS. N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG Know what's below. Call before you dig. J a i Z W Zi V � chi, of Z Z L f Ls U U c�>> Z W Ul W J y m J z o� a OLLI U 07 ~/ � � W n Z W > � CO 1 0 o n W 13 LL Ix O VZ U) ci co W = a ri co IS OD W M H Z � Q � J J r� a �o N rZ V C p� W O 0 LV LV = V J J (� z Z� I"I CO Q O M o J Q Ln O 1n _ ro z � � Q C Z LL 0) Q Ln =3 J (V = li we M ,-� O I REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak, P.E. Signature: �. _ /L Date: 7/30/2021 License #: 25063 C5 of C11 i < / RIM=924.3 8" PVC INV= 907.7 €p� S H - -> - - -> > S H O J hbh�\ ohe ohe �nP - - _ie h �� ohe ohe ohe *ohe oh _ �I 140TH STREET N - - _ _ °he °he °he °he ohe ------------------------- ----- a I co (FUTURE EXTENSION BY CITY) REMOVE PLUG & CONNECT ------------------- \---------- REMOVE PLUG & CONNECT TO „ EXISTING 6" PVC SAN SWR. 4' Pvc TO EXISTING 12 DIP WM 12"X8" TEE----F�J-----FM---- HL1-----FM-----FM-----FM-----FM- `Ftvu1=====Elul - Fv=== = M=====FIvL- -_= FM----FM-----FM---- M- FM ---- EX. IE. TION (FIELD VERIFY REGRADE AND RESTORE EXISTING - A - - �- LOCATION &ELEVATION.) A 12' PLUG TEMPORARY SEDIMENT BASIN 12+00 - --�- - - 12" DJP WATERMAIN X 930.0 13+00 14+�0 ' I 15+~00�� ' 1 ' 28'S $" G.V 1 16+00 00 & BOX INI V=916.4 t=925-__ 8' PVC-� <-<--<---< <- < --<-----<--< RE 928.83 Ei � - < <-- <---<-- 6" CONCRETE HEADWALL �> 30'-4" PERFORATED _ Uj sM= g26 a la a 1aIE 917.5 CONNECT TO IE 925.14-18 SW PE DRAINTILE 00 STMH 101EX. 6" PE DT IE 924.98-21" E RE 930.00IE 925.33-4" DT (BOTH) 102-21 RCP CBMH 102 IE 924.09-21" W 93�g28 RESTORE AND ® 0.30% RE 928.83 REPLACE EXISTING IE 924.09-21' SE X 50'-4" PERFORATED IE 924.67-21" W PROTECT EXISTING 28.5 28 5 TEMPORARY RIP RAP PE DRAINTIL PE DRAINTILE - 3 _ _ - _ _ IE 925.33-4" DT BOTH R PIPE � - - - - - - - - - - - - - - - 50�4' PERFORATED - � IE 924.50-21" E ( ) TEMPORARY RISE I 18'-6" SOLID Nv=9n.aO� o I DT DT DT 2 ' - - - , PE DRAINTILE -9291 IUNKNowN END - = - _ DT pr ' 28'-21" RCP So- ��� Nv-sz�2- pT _ 0 0.30% - - -928- I D7 D - - T - 7 - , "pE 39'-6" PVC HYDRANT W/G.V. CBMH 104 - 7 - 1 - p _ C900 C�➢ 2.00% ti 8"X6"-TEE - -s2s 30 RCP _Z- RE 929.33 -�T - - - -- - --- - -° p o - �_�G�< , RIM=929.2 -o INV=922.2 - = T - DT _ - _ 15'-6" DIP CL. 52 164'-21" RC7FES.IE - - - --DT -DT - pr - _ GND. EL. 930.2 ®0.25_ _ _ _ _ _ _ _ / ST H IE 925.55-15" S I DT -<�� / �P IE 925.55-15" E I CO 1 p p ° 21"24.01 101'-18" RCPIE 925.83-4" DT (BOTH) I p 0.40% RE 930.5 p D7 DTp- pi pT - Q INv=jIE 917.9 � 2 C Y EXISTING POND I&' BOX RIP -RAP CL. 3 44'-6" PVC / � a C900 @ 2.00% 15'-6" PVC 50'-4" PERFORATED C900 ® 2.00% '-'-'- -' PE DRAINTILE I � I °° I II d CO 2 03 RIE EX. 6" PVC SAN I EXISTING FILTRATION BASIN I / 9 I li . SWR SERVICE / IE 919.0 I I I I *8" DIP WATER 121'-15" RCP I s d SERVICE. INV. ±923.5 I I I (FIRE &DOMESTIC) ' I I J, o O o I j I I CB , 05 I , ° RE 929 83 � i , I o 0 IE 926.03-12" SW I I / EXISTING WETLAND I d a PROPOSED BUILDING � I a FFE = 931.5 I I I I, I I I EXISTING POND � I I I I I a<1I I I I I I \ I I I I \ - I 1 i ------------ Sad RIM=922.3 INV=922.3�n,'> O U TL O T A NV=925.0 A YD� � �` I A \ r r r r r r--- X- -X _- x=-- x---------x �t----x--------x____ �� x--------R----x --- xx ` I I I I I I I I I I I I I I I A � , I ° d de ° d, m ° d e I 41 \�cA I l I Al , I ° EX. CB d N I j \ -1S H I, EX RE 929.4 \ n' REMOVE & DISPOSE OF EX. CASTING. PRP IE 925.05-15" S AI I C I If REPLACE W/NEENAH R-1642 CASTING. EX IE 923.6-15" E I �\ A I v i I ' ADJUST RIM ELEVATION TO 930.30. (FIELD VERIFY) \ I A! RIM=929.4 INV=923.6 ,, >> 5' RCP ->> ->>- - ->>- - ->>- - >> » >>- - ->>- - ->>- I » _ _ INI V=925.1 RIM=929.1 a I NA I I CUT INTO & CONNECT TO 15'-15" RCP / II EX. CB. REFORM INVERT ® 2.00% v n x If AS REQUIRED. j�CD i ICI CB 110 J � A I �, I I RE 929.35 /ry O I x IE 925.35-15" N 2 I A �xrF --------------- 8„ DIP - -------------------- �� C --------------------------------I-----I� 8" DIP A ----I- n------- �1 ��--- I A A III I o 0° RIM=931.0 RIM=931.2 d ° ° d � e a d d 4 e-�- as- - - - - - - - - - - - - -- d d - - - - --- a . 11 m d d ° ° d ° i I I � ,I I j EXISTING BUILDING I to A I I I I , LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE - - - - - - CURB LINE -___-_--_-_ BITUMINOUS PAVEMENT CONCRETE PAVEMENT ------- _j SANITARY SEWER ->-->- >- STORM SEWER >> WATER MAIN ---- UNDERGROUND GAS ug UNDERGROUND ELECTRIC ue UNDERGROUND TELEPHONE ut MANHOLE O HYDHYDRANT 0 MH GATE VALVE GV N H LIGHT POLE SIGN UTILITY PLAN NOTES 1. GOVERNING SPECIFICATIONS: THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION", THE CITY OF HUGO STANDARD SPECIFICATIONS AND THE MINNESOTA PLUMBING CODE. 2. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS & THE MINNESOTA PLUMBING CODE. 3. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN. 4. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 5. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY OF HUGO PUBLIC WORKS DEPARTMENT. 6. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. 7. ALL CATCH BASINS SHALL HAVE SEDIMENT CONTROL BARRIER INSERTS INSTALLED ONCE CONSTRUCTED. 8. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. 9. CONTRACTOR SHALL ADJUST EXISTING MANHOLES CASTINGS TO BE FLUSH WITH PAVEMENT. *FINAL LOCATION OF SERVICES & DOWNSPOUTS TO BE VERIFIED WITH ARCHITECTURAL AND MECHANICAL PLANS. STORM SEWER SCHEDULE STRUCTURE NEENAH CASTING or EQUAL TYPE & No. SIZE STMH-101 48" DIA. R-1642 CBMH-102 48" DIA. R-3067-VB CBMH-103 48" DIA. R-3067-VB CBMH-104 48" DIA. R-3067-VB CB-105 24" X 36" R-3067-V CB-110 27" DIA. R-2573 * *TYPE C GRATE UTILITY CROSSINGS 0 TOP 8" SANITARY: 909.5 BTM 8" WATER: 918.6 CLEARANCE: 9.1 FT. (FIELD VERIFY) 0 BTM 21" STORM: 924.0 TOP 8" WATER: 922.0 CLEARANCE: 1.7 FT. (LOWER WATER MAIN & INSULATE CROSSING) 0 BTM 21" STORM: 924.2 TOP 8" SANITARY: 918.2 CLEARANCE: 6.0 FT. N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG Know what's below. Call before you dig. J Q i Z WV Z � chi, iz of Z Z L f t9&> W V Z f W Ul W y J m J z o� C Q U 07 LLI ~' rn � U) W n Z W � CO 11 > M � co � 0 W G LL Q i Ix H O V Z U) w ci co 2 M CL co r, 00 LLI r� V FBI Z a J J o a m� FBI J LV o p1 W= FBI V J J (� z Z(1) FBI � CO Cl 0) o J Q In O `n _ ro z � C L � Z LL 0) a Ln =3 J (V = � M lwi 0 I\�I REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak, P.E. Signature:_ _P Date: 7/30/2021 License #: 25063 C6 of C11 STANDARD NEENAH B RELF WJAS FRAME WITH TYPE B SELF NOTES: 24'�12,24' bSEALING LID WITH TWO1. EXTERNAL SEAL SHALL BE OINSTALL EXTERNAL MANHOLE CONCEALED PICK HOLES. LID ATTACHED TO THE FRAMECHIMNEY SEAL MANUFACTURED BY AND CONCRETE TOP SLAB ASSHALL ALABELED "SANITARY NFI-SHIELD GATOR WRAP OR STANDARD NEENAH r R-1642 FRAME APPROVED BYTHESEWER'APPROVED EQUAL WITH TYPE B SELF SEALINGENGINEER. 1OOdYrLID WITH 2 CONCEALED mCTED BY THE ENGINEER ¢ r M o y O m POLYETHYLENE (PE) MANHOLE ADJUSTING RINGS. ADJUSTING RINGS MIN 4"- MAX 12" -. USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING RINGS WILL NOT BE ALLOWED. 27 - DIA SANITARY SEWER PIPE DEPTH(T) TYPE 0.14 SDR 35 >14 SDR 26 ALL MANHOLES WITH INSIDE DROP SECTION I I SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ill" ASTM C-478 CLASS II :x �w PICK HOLES. LID SHALL BE LL A INSTALL EXTERNAL LABELED "STORM SEWER" A A O a �a z 0 Q a O O MANHOLE CHIMNEY Z M1 36' 43" r a O �j SEAL MANUFACTURED POLYETHYLENE(PE) O w 0= w O z m C7 w o a BY INFISHEILD ADJUSTING RINGS (MIN 4"- is" m 2, E °a y .6 N w j GATOR WRAP OR MAX12 USE THICKER 18" w B w cOi i w la rc vi ADJUSTING RINGS WHEN FEASIBLE TO MINIMIZE w w z r NUMBER OF RINGS. IQ"' p w w 08 i i O a 4'-0" SHIMMING ADJUSTING RINGS - 2' 2' O W S R' K w m F K 0 m - O WILL NOT BE ALLOWED. T O cw'J 00 Omww a I FLOW LINE SHALL BE MIN. m z z w o STANDARD OFFSET PLAN PLAN 0.7' BELOW TOP OF CURB a z awa' 50 CONE SECTION CENTER STRUCTURE R w w 2 U Q] g _ ECCENTRIC DIA. OR 0: w O w O m l t za REDUCERS TO BE �, (STEPS NOT SHOWN TO BACK OF CURB POLYEHTYLENE (PE) ADJUSTING SPAN � � � � (9 p M � p O ¢ '(AVERAGE OD+2 TIMES THE MINIMUM WALL THICKNESS) x (0.95) USED FOR 60" INTENTIONALLY) RINGS (MIN 4"- MAX 12'). USE 49"DIA w 8 72' BARRELS ••. CURB INLET FRAME AND CURB THICKER ADJUSTING RINGS WHEN J i c" c' 6 vi USE R-2 TYPE CONFINED :3 < -� VA" CENTER STRUCTURE BOX NEENAH NO. R308N FEASIBLE TO MINIMIZE NUMBER ¢ O-RING GASTING JOINT FOR ¢ g, w TO BACK OF CURB OF RINGS. w ALL MANHOLE JOINTS j i•� y ;y '. INSTALL INFI"SHIELD -_ SHIMMING OF ADJUSTING RINGS qq ,t ¢ 12" x ^d d ¢ _ GATOR WRAP EXTERNAL WILL NOT BE ALLOWED. O 9 w > GROUTING BETWEEN > CURB INLET FRAME AND CURB FLOW LINE SHALL BE MIN. O PIPE AND MANHOLE 8' 12" MANHOLE CHIMNEY SEAL CORE DRILL INTO .- BOX NEENAH NO. R-306N. O.T BELOW TOP OF CURB xnn,x;sa:aaxn;' a EXISTING MANHOLE e 45 ti) ej BARREL SHALL BE WITH:y OR APPROVED EQUAL. MANHOLE COVER TO BE a > 8' TRIM ENDS OF fd 4'-0" 'A NON -SHRINKING '4 fd EXTERNAL SEAL SHALL BE I CRETEX TYPE II WITH 24". y O o m ^d :d:d:d INSTALLED ACCORDING TO -�i ANGLES TO FIT CEMENT. INSTALL INFISHIELD POLYEHTYLENE (PE) ADJUSTING 24 38' SQUARE OPENING g S = BATOR WRAP EXTERNAL 8" THE MANUFACTURE'S w O O w `} id id ^d RINGS (MIN 4" -MAX 12'). USE 48" - 72" _ 48"-72^ RECOMMENDATIONS. m a INFISHIELD GATOR WRAP ';d ?d �:d 48"-72" �^ MANHOLE CHIMNEY SEAL THICKER ADJUSTING RINGS WHEN � a d "CRE-SEAL" 'RESEAL" OR a :; STEPS AT OR APPROVED EQUIVALENT :d VOIDS FILLED WITH OR APPROVED EQUAL. FEASIBLE TO MINIMIZE NUMBER GROUT > APPROVED EQUAL PRECAST 12' USE R-2 TYPE 'd CONCRETE BRICK'd d EXTERNAL SEAL SHALL BE 24' i6" O. h A d OF RINGS. C FOR ALL MANHOLE JOINTS 8 GASKET CONNECTION SHALL BE CONFINED JO-RINGOINTS 1 OR BLOCK ONLY. INSTALLED ACCORDING TO 'N m SHIMMING OF ADJUSTING RINGS PRECAST BOTTOM SECTION WITH _ i4A:.is:: zspiais' rc USED FOR CONNECTING PIPE TO GASKET JOINTS .d GROUT GROUT MANUFACTURE'S 'x w MANHOLE '� .^A �h m , ' •� WILL NOT BE ALLOWED. POURED INVERT W > N o d • r m c c FOR ALL w RECOMMENDATIONS. •y T ¢ o z MANHOLE JOINTS .d I a .Y .s,; "• 5" > VOIDS FILLED WITH CONCRETE z :d > DIRECTION 4 n1 ¢ O PRECAST BOTTOM SECTION .:'�_ 6' MIN. o: �. +`•;.` '"' PRECAST BOTTOM SECTION WITH BRICK OR BLOCK ONLY 6" PRECAST BASE O tl p :?;c;:.;, ._: T.' O O " OF FLOW y ` '�`:!': ':r :fi ;' ;+G'+ ;; N5 AT 12" O.C. EACH WAY w0 O 0 DIRECTIO POUREDINVERT WITH INVERT U 12 DIA. OF PIPE '� _S., x°°ay..,. �: t-",..`.j St 6'PRE AST BASE O r d;' IMF : N; : ,� :. '> a;"�:•" '� S PRECAST d !� A. � .^:t:^ :" C BOTTOM ;d •"k:^k.t,;^4:^ ; OF FLOWVOIDS FILLED WITH #5 AT 12" O.C. EACH WAY VARIABLE 6' RECAST BASE BRICK OR BLOCK ONLYYNCRETE m SECTION WITH q MARKED OD POURED INVERT " NO SCALE 115 AT 12.O.C. EACH WAY F¢- #5 AT 12" O.C. EACH SECTION A -A m WELD TOGETHER rn li NOTES: OD WAY SECTION A -A g S = 0 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF ) CONFORMING U BY MA INDUSTRIAL INC.NFORMING TO ALL ra gg cmac c:c NOTES: w3 oa¢c OSHA REGULATIONS AND SPACED 18" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. NOTES: NOTES: m a 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS$-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 1. REINFORCING TO CONSIST OF #4 BARS @ 8' O.C. BOTH WAYS ;� d 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN REGULATIONS AND SPACED 16" O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. GROUT BOTTOM TO DRAIN TO CENTER 2. GROUT BOTTOM TO DRAIN TO CENTER 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. CORE DRILL INTO EXISTING MANHOLE THE SPECIFICATION INCIDENTAL. m ( ) 3. CORE DRILL INTO EXISTING MANHOLE z w 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED z¢ 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. a 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE I PAVED � 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH N a 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. CLEAN OUT). SEE DETAIL HUSDS FOR DRAINTILE CONNECTION INTO STRUCTURE AND HUSS-3 CLEAN OUT). SEE DETAIL HUSD$ FOR DRAINTILE CONNECTION INTO STRUCTURE AND HUSS-3 iF�FSIS�ISifQIY1��Qcdc1:� c •I iFf fG]G➢E'3if[�3�Omf[3f�00 �6lEIEE�E€BgE€EEEE �EE�@EII! 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. FOR CLEAN OUT CONSTRUCTION. FOR CLEAN OUT CONSTRUCTION. OUTSIDE OF THE STREET SECTION. NOTES: 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. NO SCALE 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG -SEAL 0 QSR, OR APPROVED EQUAL. NO SCALE 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. 1. MANDREL TEST SHALL BE COMPLETED PRIOR TO FI NAL BITUMINOUS PAVING (SEE SPECIFICATION). THE STREET SECTION. 7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER 7. BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER Special Details Special Details Special Details Special Details / Special Details Special Details /r CITY OF STANDARD MANHOLE /r CITY OF /r CITY OF /r CITY OF /r CITY OF /r CITY OF 04-01-15 MANDREL DETAIL 0401-15 STANDARD MANHOLE FOR ° °' g4o1.1s STANDARD CATCH BASIN ° °' g4$1.16 CATCH BASIN MANHOLE °°' g4g1-16 RIPRAP °"°' 0301-10 (48" DI SANITARY SEWER HU-SS-1� HU-SS-5� STORM DRAIN HU-SD-1� WITHOUT SUMP (2'X3') HU-SD-4� WITHOUT SUMP (2'X3') HU-SD-6� DETAIL HU-SD-B EST. 191906 03-12-2020 EST. 1906 �03-12-2020 EST. 1906 03-12-20 EBT. 1906 ..u.e 03-12-20 EST. 1906 03-12-20 EST. 1906 03.12.20 4" PERFORATED P.E. PIPE (SEE DETAIL BELOW) 1/4" STEEL WITH PROTECTIVE PROVIDE 4"x4" TEE AT EACH BUILDING 'HYDRAFINDER" CANDYCANE FIRE COATING BITUMINOUS SURFACE OUTLET NOZZLES 8 THREADS: TWO 2-12' HOSE ( ) BACK OF CURB LOCATION FOR SUMP PUMP HYDRANT LOCATOR 1/4" PLYWOOD CONNECTION AND ONE 4-12' PUMPER CONNECTION. 3/4' RUBBER GASKET EACH AREA by; ';r"�a� • OVER FACE CONNECTION &4" PVC TO PROPERTY NATIONAL STANDARD THREADS IS 1/2 OF `;1 ( ) INSTALLED BETWEEN GATE `�'ss�' OF BOLTS 4 x 4"TEE (TO BE PAID FOR AS LINE (4" PVC PIPE TO BE PAID BY THE TABULATED ' 4' PERFORATED P.E. PIPE LINEAL FOOT) VALVE AND ADAPTOR TOP VIEW TOTAL AREA WATEROUS WB-250 AS SPECIFIED /rs.`gy�,( PLUG OR CONNECT TO 5' BURY 8.0' VALVE BOX SETTING TO BE l>• J PLUG OR CAP V WIDE x 4" THICK 5'TD PTH EXISTING SUMP PUMP CAPS TO BE CHAINED 1/4"-3/8'BELOW PAVEMENT AND ■ - SIDE VIEW _ ■ OUTLET (INCIDENTAL TO (PENTAGON NUT ON CAPS) AT GRADE IN TURF AREAS r� PLUGGED CROSS WYE PVC PIPE) ,'�Y, L10- VALVE '``LID SHALL BE LABELED IN RAISED6"VALVE BOX AS LETTERS'WATER'BURY 6" LONG x #4 REBAR SPECIFIED BRASS SHUT-OFF VALVE VARIES IFOR LOCATING PURPOSED �// GRASSY AREA (INCIDENTAL) 18"24" -1 BOX SHALL T SET TO I 'E`',;l 'r A UNDERGROUND UTILITY PIPE 4' HAVE UP AND L� PROPERTY LINE DOWN FROM FINISH GRADE L ;r}•a, III\ III\ \\\\III\\\\\\II III I I\\I I I\\ ° _�_1s. EXISTING (OR FINISHED)GRADE I'MIN. VALVE BOX \V 2" MAX' TYLER 6860 SERIES BEND PLUGGED CROSS PLUGGED TEE 4, 14, 5' - 6' DEPTH CB MANHOLE OR CB I I 1' CORPORATION STOP 2`6" GEOTEXTILEFABRIC AGGREGATE AND MnDOT 3733 TYPE MnDOT 3733733TYPE 3 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF T$' COVER PROVIDE FOR 6" OPENING IN BACK OF I VALVE BOX FOOT PIECE MIN. EACH CATCH BASIN STRUCTURE AT THE 61jI 7•$" 1" WASHED COARSE CENTER OF STRUCTURE DOWN 2.38' FROM I MIN BONNET GRAVEL OR CRUSHED TOP CASTING TO INVERT. (INCIDENTAL TO STREET ADAPTOR ROCK TO 6' ABOVE WASTE STRUCTURE) ol\ OPENING MIN. 113 CY P.E. PIPE DRAIN CONNECTION TO MANHOLE OR CB \ VARIES \ BASE ADAPTOR NO SCALE / ADAPTOR, INC ` BRACING AS r to?� ;pds REQUIRED ;•_: ,L•, , ,4 .! � � D.I.P. WATERMAIN ~�-� •'�' \ TURF ESTABLISHMENT AGGREGATE BASE PRECAST CONCRETE �\ (AS SPECIFIED) B' D.I.P. BLOCK WATERMAIN GEOTEXTILE FABRIC -• � TIE RODS (MNDOT 3733, TYPE V) '•_•., `... .. _ 8'x8'zi6' .� •-7'''""� `+i;'Y'1'��''.•�• PRECAST CONCRETE GATE VALVE -7= BASE AS SPECIFIED 2' DIAMETER BY 3' DEEP PR '^? '`•` >"'�'°"' t' '''+ UNDER HYDRANT FILLED 8'xl3"x5" MANHOLE BLOCK STYROFOAM HIGHLAND 40 BRAND PLUGGED END PLASTIC FOAM OR APPROVED 8' WIDE x 4" THICK EQUAL UNDERGROUND UTILITY PIPE WATER MAIN 1"COPPER �04 NOTE: B 1. REUSE EX.AIR BLEED LINES AND PLUGS ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDITIONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND 1" CORPORATION STOP, AS SPECIFIED. ALL OTHER WORK TO BE 4• INCIDENTAL TO THE PROJECT. 3. TO BE REMOVED AFTER TESTING ANDIOR PRIOR TO FREEZE-UP. INSTALL BLOCKING AT PLUGGED END AFTER COPPER REMOVAL. 4" WITH GRAVEL FOR ALL 1" WASHED COARSE GRAVEL OR GRANULAR BORROW INSTALLATIONS. CRUSHED ROCK TO 6" ABOVE NOTES: 1' 0" (AS SPECIFIED) NOTES: NOTES: WASTE OPENING MIN. CY 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 6" PERFORATED, HEAVY WALL, P.E. PIPE 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. NOTE: BACKFILL WITH Ys' WASHED PEA GRAVEL GEOTEXTILE FABRIC IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 1. UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4" THICK OR SELECT GRANULAR MATERIAL & RAP 3. REQUIRED BEARING AREAS AL FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. WITH GEOTEXTILE(MNDOT 3733, TYPE 1) �I 1'0" {� (Mn/DOT 3733, TYPE V) 2. HYDRANT. MEGA LUGS SHAY BE WITH 3/OFTIED RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO 3. THE GATE VALVE NU BE INSTALLED PLUMB IS COMPLETE. A4"P.V.C. PIPE TO PASS ENTIRELY OVER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND CENTERED LAYOVEERS TO HYDRANT. MEGA LUGS MAYBE USED IN LIEU OF TIED RODS. THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 2. SEPARATE LAYERS JOINTS MAKEUP 4" THICKNESS SHALL (ALL TO BE INCLUDED IN UNIT PRICE BID 3. HYDRANTS SHALL HAVE IB"BREAK OFF TRAFFIC FLANGE 4. ALL VALVES SHALL BE TIED WITH W4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 Las.PER HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. PER PER LINEAL FOOT OF 6" PERFORATED 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. LIEU OF TIE RODS. SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE P.E. PIPE) 6" P.E. PIPE DRAIN DETAIL 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). NO SCALE 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT NO SCALE 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. ALLOWED. CITY OF CITY OF CITY OF CITY OF CITY OF CITY OF Special Details Special Details Special Details Special Details Special Details Special Details �. �. i. �. UNDERDRAIN DETAIL TYPICAL HYDRANT VALVE BOX POURED CONCRETE THRUST INSULATION DETAIL TEMPORARY AIR BLEED n. 04-01d5 04-01-15 � T 04-01-15 04-01-15 � T 04-01-is °04-01-15 STORM SEWER HU-SD-9� INSTALLATION HU-W-1 °;L� INSTALLATION HU-W-3� BLOCKING FOR WATERMAIN HU-W-4 r� HU-W-5� INSTALLATION DETAIL HU-W-6 EST. 1906 03.12_20 EST. 1806 �° 03-12-20 EST. lsas a.V..e 03-12-20 EST. 1906 03-12-20 EST. 1906 03-17-2020 EST. 1906 03-12-20 CONCRETE WASHOUT CONTAINMENT 8' DISTANCE TO CL VARIABLE 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. - 12" R 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER 3" R POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, AND IN LOCATIONS APPROVED BY THE ENGINEER. _ l\�3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" • ,: 13 12" R 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. FT.- SLOPE 314"A='T. MNDOT B 618 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. ' '•L t"-I� OL 6" DISTANCE TO CL VARIABLE EXISTING GROUND LINE 12" R 3• R APPROVED BACKFILL MATERIAL (VAR. DEPTH TO TOP OF PIPE) �3 12"R SLOPE 3/4"IFT. Mn/DOT 6 624 NORMAL TRENCH SLOPE IN •'.`� i AREASOFSUITABLE FOUNDATION i^ 8" " " 24" 1 28" R - n t LINE 12" R 16'�``•"{' ems' y '`- I • SUITABLE TOP OF BITUMINOUS MAT a.e,•-'.- c - r s - >... ti:: ONSITE 68" R 2' MIN. W MAX AS " DIRECTED BY THE "'=+•'<.`>. 1 - . GRANULAR 12 :•¢`�" r FOUNDATION ' ENGINEER > 1 - � 5x*-� • GEOTEXTILE FABRIC TYPE 4 TABLE 2575-3 RAPID STABILIZATION METHOD MATERIALS 1 TYPE 1 MULCH PLACED AT A RATE OF 2 TONS PER ACRE (4.5 TONNE PER ha) WITH DISC ANCHORING TYPE 3 MULCH PLACED AT A RATE OF 1.5 TON PER ACRE (3.4 TONNE PER ha). 2 3884, STABILIZED FIBER MATRIX, PLACED AT A RATE OF 750 LB/ACRE (835 kg/ha) 3884, STABILIZED FIBER MATRIX, PLACED AT 330 LB PER 1000 GALLONS OF SLURRY MIXTURE (159 kg PER 3.8 Cu. METERS) OF SLURRY MIXTURE. SEED MIXTURE 22-111 PLACED AT A RATE OF 10 LB PER 1,000 GALLONS (4.5 kg PER 3.8 CU. METERS) OF SLURRY MIX. 3 TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED AT A RATE OF 50 LB PER 1000 GALLONS (22.7 kg PER 3.8 CU. METERS) OF SLURRY MIX. WATER PLACED AT A RATE OF 875 GALLONS PER 1,000 GALLONS (3.3 CU. METERS PER 3.8 CU. METERS) OF SLURRY MIX. APPLY MIXTURE AT A RATE OF 6,0D0 GALLONS PER ACRE (56 CU. METERS PER ha). CATEGORY 25 EROSION CONTROL BLANKET (NATURAL NET IF REQUIRED IN PLAN FOR PERMANENT BLANKET). 4 SEED MIXTURE 22-111 PLACED ATA RATE OF 2 LB PER 100 SQ. YD. (1.1 kg PER 100 CU. METERS). TYPE 3 SLOW RELEASE FERTILIZER 10-10-10 PLACED ATA RATE OF 8 LB PER 100 SQ. YD. (3.6 kg PER 84 SQ. METERS). 5 RIP RAP CLASS IL GEOTEXTILE TYPE III. NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP 90°BEND, PLUGGED CROSS TEE PLUGGED ON RUN 45° BEND 22_1/2• BEND 11.1/4° BEND Ai A2 4 1.0 1.4 1,9 14 1.0 - - 6 2.1 3.0 4.3 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12' X 8' X TOR 10 CUBIC -YARDS VOLUME. 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 12 FULL. 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, STATE, AND FEDERAL LAWS. 9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE OWNER WITHIN 24 HOURS OF DISCOVERY. 10. AN OWNER -APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE ` OWNER. CORRECTIVE ACTION THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY WATER SERVICE C 0 N N E C TI 0 N CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS THAT ARE MORE THAN 112 FULL FOR ONE INSPECTION PERIOD, ANY CONCRETE WASHOUT PILES THROUGHOUT THE SITE, AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK O GENERATING THE WASTE, AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. O PLACE 4"x 4" - 4' ABOVE O O O WATER ROUGH IN CONCRETE WASHOUT AREA O O O r•, i • ' ' '• �'• `.." 7-- SURMOUNTABLE O O ::. ;.:' ; ?" •• EXTEND DIP WATER BASE OCONCRETE WASHOUT SIGN DETAIL 17112' 1012" PIPE BY THE ENGINEER cq SERVICE W/FLANGE 18" ABOVE BY THE ENGINEER MINIMUM SIZE: Fl 12'Lx8'WxOF ORAMIC YARDS. F� O jo FIRST FLOOR ELEVATION. VOLUME OF 7.1 CUBIC YARDS. �S` 8' DISTANCE TO CL VARIABLE MAINTENCE tiOGT VdP N� TgNO�N1N OEj �V O 12'R 3•R 3/4"TO1-12"100%CRUSHED FOUNDATION gs�MPSN FIRST FLOOR -'k MATERIAL OR APPROVED GRANULAR pGGE MAINTENANCE: O 931.5 3 MATERIAL, WRAP MATH GEOTEXTILE FABRIC 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION & TYPE 4, ORIENT LENGTH OF ROLL SEDIMENT CONTROL INSPECTION REPORT. 4`' SLOPE 314'IFT. PERPENDICULAR TO PIPE AND OVERLAP 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 12 FULL. CONCRETE MUST BE 12" R MNDOT B 612 SIDES AND END 3 FEET _ _ DISPOSED OF PROPERLY. °•z F CONTAINER SPECIFICATIONS: NOTES: 1. CONTAINER MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 1. 0.063" THICK ALUMINUM SIGN. WHITE LETTERS ON GREEN HIGH INTENSITY PRISMATIC REFLECTORIZED 8" DIP-----, • • • •• - 2. CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY BACKGROUND.7, 5' I� 8" 12-{ LOCATION 2. 2" x 2" TELSPAR POST, MINIMUM 3 FEET BURY DEPTH AND MINIMUM 3 FEET ABOVE EXISTING GROUND. WATER NOTES: 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. 3. STRUCTURE MARKER SIGNS SHALL BE FURNISHED AND CONSTRUCTED FOR ALL STRUCTURES LOCATED OUTSIDE CO\ 1. MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER ALL 4. THE CONTAINER MAY HAVE ACCESS RAMPS. OF THE STREET RIGHT-OF-WAY. FOR VI CURB AND GUTTER 5. THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS 4. SIGNS ARE NOT REQUIRED IF STRUCTURE IS LOCATED IN MAINTAINED LAWN. 2. SEE DETAILHUSTR$FORBURBATCATCHBASINS OFWASHEDCONCRETE. CONCRETE WASHOUT DETAIL FOOTING COMPACTED GRANULAR BACKFILL Special Details Special Details Special Details Special Details Special Details UNDER FOOTING �. CITY OF i CITY OF i CITY OF �. CITY OF CITY OF INV. ±923.5 HUG � T%�1 �� CONCRETE °"°' g4.g1.1s T TYPICAL TRENCH FOR RAPID STABILIZATION CONCRETE WASHOUT STRUCTURE MARKER n■ I� ■ CURB &GUTTER I� N9 °4-°i-1s ■� ■ 94-3aie T T� n o4-3aia T T%� n H-2 VV V t! HU-STR-8 UNSTABLE FOUNDATION HU-MIS-1 `)`/ METHODS 1-5 HU-EC-9 nUW DETAIL 7. HU-EC-10 nUW SIGNSHU-SIG-1 EST. 1806 03.12-20 E8T. 1906 0.12-25, EST. 1908 08-12-20 EST. 1806 03-12-20 EST. 1808 .11 90° BEND SIN. ER ATER J Q i W ix 'V V FW Z f V >WZ W tnm J C4 ix ca r V 07 LL1 D , 0 N La W Z W 00 � 0 11 W Q �r G LL O O U In < co W Iq la � OD LLI uZ uJ . j ^` a LV WLU o Q x V EEEI J (� z Z(1) N � 00 Q � M o J Q Ln O Ln _ �' z p � Z ILL 0) a Ln J (TV = V ' /i we M 7� O V I REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak/�,-�P.E'�. Signature: IV Date: 7/30/2021 License #: 25063 C/ of C11 6" CONCRETE FILLED BOLLARD NOTE: SEE ARCHITECTURAL PLANS FOR REMOVABLE BOLLARD LOCATION AND DETAIL 5-6" x 6" DIA. STEEL PIPE W/ PAINT: FACTOR]: 40" BOLLARD C( CONCRETE PAVEME SLOPE PER GRADE EXPANSION FELT 6" MIN. CLASS 5 1 PAVEMENT SECTIONS PLIGHT DUTY PAVEMENT SECTION* l.5" BITUMINOUS WEAR COURSE (SPWEA240C), MNDOT 2360 TACK COAT 2.5' BITUMINOUS BASE COURSE (SPWEB230C), MNDOT 2360 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 24" SELECT GRANULAR BORROW MNDOT 3149 12" SUBGRADE EXCAVATION *FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. HEAVY DUTY PAVEMENT SECTION* 2" BITUMINOUS WEAR COURSE (SPWEA240C), MNDOT 2360 TACK COAT 2.5" BITUMINOUS BASE COURSE (SPWEB230C), MNDOT 2360 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 24" SELECT GRANULAR BORROW MNDOT 3149 12" SUBGRADE EXCAVATION *FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. CONCRETE PAVEMENT SECTION* **6" PORTLAND CEMENT CONCRETE, MNDOT 2301 6" CLASS 5 AGGREGATE BASE, MNDOT 3138 12" SUBGRADE EXCAVATION *FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. **CONCRETE PAVEMENT SHALL NAVE NO. 4 REBAR SPACED 36" ON CENTER. HANDICAP PARKING STALL STRIPING G1% NO P/1, A ARKING �4" STRIPING TYP 12" HIGH LETTERS HANDICAP PARKING SYMBOL (TYP) W C W S (L BACK OF CURB FLOW LINE FRONT OF GUTTER A PERPENDICULAR A Q- ____Q NON -WALKABLE Ofl S NON -WALKABLE OR WALKABLE SURFACE 4 O WALKABLE FLARE FLARE O O D D" A VA, TIERED PERPENDICULAR C / FI; I I i, --WWWWWWWWWWWWI- O " " 1 C PARALLEL CI1RB OR VAR. R. A CIAiB AND CUTT RI c ' �Pn 5 .."'i `. ~ 6.. >0.05 FT✓FT.0 4 CONCRETE 5 0.083 FT./FT . 3 WALK SECTION A -A . W i PERPENDICULAR/TIERED/DIAGONAL % CURB OR ti h CURB AND GUTTER VAR. .. }: ti W o x o 6" s • ' > OA2 FT./FT. / ¢ WCONCRETE 50.05 FT./FT I a SECTION B-B FAN ® I REVISION.CURB OR L G 2 w APPR YED'JANUARY 23. 2017 .u� _r ---- 1 .�M..e W W a FRONT OF GUTTER INSET A (3)(2 BACK OF CURB/ 1/4" ROW LINE EDGE OF WALK .., ° 2-5X O4 O4 r I ".. R . so. - !' 4" v4• 24" 8-12" PERPENDICULAR Q INSET B VAR. RAMP Fi• CONCRETE WALK BACK OF CURB/ LF1.11 OF CUTTER FL�OWELII�E EDGE OF WALK v4• p • 400T S•A uAX. '. 4 - '. 4 .,.s I :0.: 24• 8-12" INSET B i OUTFLOW GUTTER O T B !. INSET A FRONT OF GUTTER OO BACK OF CURB/ v4 FLOW LINE EDGE OF WALK 4 4 z- O O '. i 1/4"T i.." :��: .i. r 24" , ° 1 8-12" I NON PERPENDICULAR O PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL WALK BX-10X FLARE O U" NON -WALKABLE OR WALKABLE DIAGONAL SURFACE 2X MAX. p" SHALL ONLY BE USED AFTER ALL FAN® Q OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL BX-102 FLARE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH G'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.OY.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.(EXCEPT AS STATED IN BELOW. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS -PROSECUTION OF WORK (ADA). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 'Y WHEN THE BOULEVARD IS 4- WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB,RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. 8 MATCH FULL HEIGHT CURB. 2 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. Q 3" HIGH CURB WHEN USING A 3-LONG RAMP,4" HIGH CURB WHEN USING A 4-LONG RAMP. 0 SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS. WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. 0 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK 15 PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) Q WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS,CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8 A 7'MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE 9 PAVE FULL WALK WIDTH. "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN ® EVALUATED AND DEEMED IMPRACTICAL. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN UM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX,. YINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN S.OX IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT PEDESTRIAN CURB RAMP DETAILS 3-2017 STANDARD PLAN 5-297.250 1 OF 6 INSET A FRONT OF GUTTER BACK OF CURB/ L OT FLOW LIE EDGE OF WALK 4 �-!14" O 3X44' r I 24' `I-o 8-0Z- r "i- FORT CURB MACHINE PLACEMENT AROUND RADIUS 03 (REGARDLESS OF RAMP TYPE) 4° 1. ® .0 p: q:e N a}_ " Lu. f OPTIONAL SILL CURB WHEN SIDEWALK IS AT BACK OF CURB CONCRETE SILL TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. MILL VERTICAL SAWCUT BIT EDGE . OS & 0PAVEMENT © & OO EXISTING BIT. M BITUMINOUS EXISTING BIT. REMOVE REPLACE 1/4• MIN. TO PAVEMENT MILL & PATCH PAVEMENT BIT. PAVEMENT 1/2• MAX e:y.:� :a �:ae' ,. �.. : ��<^ �.. .. r��`i .. r. a ..�.,:! �; .�:i :: ;�:i':,1.e;i :.:::_:,, ...,. . f •`• ' -w.... 24"�IIOL 24"�MOL 4 - .I....• . SAWCUT ♦ . SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT INSET A PAVEMENT CONCRETE BASE EXISTING PXISTI NTBIT. 2" BIT. PATCH CONCRETE PAVEMENT 4 @5&QQ 9 t i. •!.a'':.:.,;:!:.-�-.--..:..,.:..,..",.''�'::::: 2 ,�.:, i •'ll a•'1'. •'<•. ' 2 -1 1:3 MIN. TAPER LS PREFERRED TAPER ONLY ALLOWED PER ENGINEERS APPROVAL (UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS HOLD TANGENT 5' PAST OUTSIDE ZERO \ i i� I A e , �! W 20' MAX. RECOMMENDED � � 4i TO NOT AFFECT PARKING � O W / HOLD TANGENT 5' PAST OUTSIDE ZERO 't ti 1.3 MIN. TAPER / 14 W C (DOWNSTREAM SIDE) a -- ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)© O REVISION: --. -. APPR VED. JANUARY 23. 2017 MAIN STREET 4 W ��r -- W ' E EXISTING '1/2" R. $ '!:..' `-«,..� WALK iw.a:"Y,; `'' `: ': ,... .. ;. . VARIABLE J �r_'I:` : �` rs HEIGHT H V CURB ADJACENT TO+LANDSCAPE CURB WITHIN SIDEWALK LIMITS a I ' EXISTING ry-_ 1/2" R. WALK h-^,;,r .%y�2.:1„!<;; 1' R. VARIABLE "1 • w •.�• ,z \. HEIGHT .: J!r::: Z. i . D.. V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS IM LNDMIW DISTANCE FROM APS PUSH W . 6IDE MUST NOT EXCEED 10 INCHES BUTTON TO EDGE DF SIDEWALK 6' ID I 1.2 6" WIDE V-CURB 30" X 30" SQUARE 4" PEDESTAL POLE PEDESTAL FOUNDATION (LINE UP CENTER OF POLE (MUST BE FLUSH WITH WITH TIE BACK OF V-CURB1 THE SURROUNDING WALK) PLAN VIEW Io W 5 APS PUSH BUTTON MOUNTING SPACERS Y ut (SADDLE ADAPTORS) H a» W ;• La � 6" WIDE V-CURB 2 h .W C Z W ti h I �a SECTION B-B SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) , v REVISION. z W APPR VED. JANUARY 23. 2017 W B NOTES] POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. Q FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL 15 ASSUMED PERPENDICULAR TO THE GUTTER ' ' FLOW LINE.RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. O2 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE. FANS & DEPRESSED CORNERS. < /' Q BEGIN GUTTER SLOPE TRANSITION 10- OUTSIDE OF ALL CURB RAMPS. / Q THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". RADIUS - 7/ <' Q ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. TYPICAL y4 PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. 10 © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. , O 7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. i TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. 8 SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS O9 DRILL AND GROUT NO.4 EPDXY -COATED 18" LONG TIE BARS AT 30" CENTER TO LARGE RADIUS CENTER INTO EXISTING CONCRETE PAVEMENT I -MINIMUM FROM ALL JOINTS. 20'-40'7YPICAL ® HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. OI CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS.USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. SMALL RADIUS PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. 2'-10'TYPICAL ® PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTIONAL ® ® 1/2" PREFORMED JOINT FILLER PER MND07 SPEC.3702. (COMPOUND RADIUS) (B DIMENSION TO BE SAME AS SIDEWALK THICKNESS. 4" MIN. ,.WW1,, WEVISM ♦ i` PEDESTRIAN CURB RAMP DETAILS (P rA � AFlWD'R6 «n ,� 1-23-2017 STANDARD PLAN 5-297.250 3 OF 6 :� ;; V CURB INTERSECTION VARIABLE HEIGHT H 6" V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V ::CURB:.:-:..]TCURB WIDTH W <6" 4" z6"I 6" 4' MIN. LANDING DISTANCE FROM APS PUSH 6" WIDE BUTTON TO EDGE OF SIDEWALK V-CURB q MUST NOT EXCEED 10 INCHES 6^ WIDE V-CURB 4" PUSH BUTTON STATION POLE 1 18" WIDE BY 18" LONG, A MODIFY THE PUSH BUT ON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BU MOUNTING SP (SADDLE ADA( IS" WIDE CONCRETE MATCH HEIGHT ADJACENT 6" WIDE V-C SECTION A -A PUSH BUTTON STATION (V-CURB) SEMI -DIRECTIONAL RAMP (3.4.9) 3'DOME SETBACK.4'LONG RAMP AND PUSH BUTTON 9'FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) INSET A EXISTING I I -SIDEIIALX 5TRIAN PATH F TRAVEL LANDING RAMP]LO10�i I RAMP - -LEI--_=1_-I r -I I I I 1.5% (2)(VAR. I I 6.0' 1 I - _ - _ (VAR.) _ _ _ _ _ INSET A TRANSITION PANEL O O NOTES) A WALKABLE FLARE IS AN 8-IOX CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE,OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. Q END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. O 2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. 0EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. 0 THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR F007 OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH I5 GREATER THAN 6'OR THE RUNNING SLOPE IS GREATER THAN SX. DOUBLE THE CALCULATED TRANSITION LENGTH. @ TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). U EXISTING CROSS SLOPE GREATER THAN, 2.OX.. THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT LONGITUDINAL SLOPES UP TO 8.3X OR FLATTER ARE ALLOWED. 5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0 X MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN oy AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX. ®LANDING AREA - 4'X 4'MIN. (5'X $'MIN. PREFERRED) DIMENSIONS AND MAX 2.OX SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. (D TRANSITION PANEUS)- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. ,$oi%4 W 7♦t //I Ar11WVED. I K. /�,//I,jI1j''�P'�.r V «,•I+`� &TA7E(IKS101BNOFBt 1 23-2017 PEDESTRIAN CURB RAMP DETAILS STANDARD PLAN 5-297.2501 5 OF 6 _� ��POO NOTES: $ LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANCES DIRECTION. AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.07. h WALKABLE AND IF THE APPROACHING WALK IS INVERSE GRADE. SURFACE Q INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB,WITH 6-FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE,ONLY F APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. .. � � 6 Q SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE RAMP WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. 9 0 CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL , 2' MAX 0 JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TD WALKABLE SURFACES. ti ® ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (2 5 - y'.J 0% TO 10% SLOPE TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LAN DINGS a SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). O" O TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. N S c NON -WALKABLE OB SURFACE WHEN THE BOULEVARD IS 4'WIDE OR LESS. THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3-LONG RAMP LENGTH. 4 � 1%j, A- MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS •01 iq. O 9J,n4S 0 2 SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL.DETECTABLE ING • COVER WIDTH PATH TIRE PAROF THE il O S, �� TTHETHE WALKAR THANAND BACK OF CURB DETECTABO LEIRE WARNING SHOULDAHE06' LESSPAR)/PATH IDTWIDTH LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. � o^ 5' AX FLOW LINE DIRECTIONAL RAMP WALKABLE FLARE I 1 p O RADIAL DET(STAbF WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. FRONT OF GUTTER SEE NOTES & FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. Q MATCH FULL CURB HEIGHT. $$$ COMBINED DIRECTIONAL Q Q 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. O 3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES) o 4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES). ( THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. GRADE _o ;j ® I O5 WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS,AND ADJACENT TO A GRADE BREAK WALKABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. 01 RAMP BREAK RAMP $ NON -WALKABLE SURFACE j 1 I 1 MAX. 2.0% SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. CURB. IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK EI 0" MAXMAX,2.OX SLOPE IN ALL DIRECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. CONCRETE OR BITUMINOUS TAPERS N IN ALL DIRECTIONS S SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. Q MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE.SHALL BE \ 7 S O r/z ' CONSTRUCTED DRTEGRAL WITH CURB AND GUTTER. � � ----------- ' O0 BY. TO IOX WALKABLE FLARE. : l i PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ' ® FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2- MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE,AND 5-MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3" FROM r��.i__,__.'�__ Q BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP Q WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY ..jj �\ D.IS CONSTRUCTED AND IS IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS WIDTH AT TOP OF CURB LESS THAN PAVE TRANSITION, PAVE CONCRETE RAMP WIDTH TO ' SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. DETECTABLE WARNING PLACEMENT WHEN ADJACENT BACK OF CURB. SETBACK CRITERIA IS EXCEEDED ® ® FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH.THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. STANDARD ONE-WAY DIRECTIONAL O ONE-WAY DIRECTIONAL WITH DETECTABLE © THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. s MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. WARNING AT BACK OF CURB a k Q TO BE USED FOR ALL DIRECTIONAL RAMPS. EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. W D 6" CONCRETE WALK • w 3• MINIMUM CLASS 5 LEGEND W ¢ '^ ., AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE VA0. RAW CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. 3 RAMP •" ? o:a,°.a;' :. 5 INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN ' A ' 5.0% MINIMUM AND 8.3X MAXIMUM IN THE DIRECTION SHOWN • W AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. , .,.:.'4 •.'a'.. i:f F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER 4 yl NON -WALKABLE OR WALKABLE SURFACE THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN :.:'y:.'.':.4... ..`� '' TYPICAL SIDEWALK SECTION 1 AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ,�' �, W ti � � y 0" •. ' WITHIN INTERSECTION CORNER ® LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 6" WALK 2.OY. SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. BACK OF CURB 2.OX-3.OX %" CURB HEIGHT 0^ FLOW LINE GUTTER SLOPE D SECTION D-D FRONT OF GUTTER " W CURB FOR DIRECTIONAL REVISION. APP VEDI JANUARY 23. 2017 RAMPS ® ♦,W�W/W,, �� PEDESTRIAN CURB RAMP DETAILS r ArR)Dy�, *4 a-�'r«,& Ins, 1-23-2017 STANDARD PLAN 5-297.250 2 OF 6 ,pq PLACE DETECTABLE F ' \ FACE OF CURB/PROJECTED WALK/PATHENTIRE FACE OF CURB WIDTH �; $ iLANDING i Og04 OF MATCH IGHTCE MATCH INPLACE /�- WALKABLE WALKABLE CORg CURB HEIGHT DETECTABLE , FLARE FLARE B WARNINGS _ R - - U C RAMP _ F 0 _ C K I C - - _ A _ _ B B 6 8 WALKABLE WALKABLE SURFACE SURFACE T 4 P ERQ - (-^ B-IOX B-l0'/. ONCRET m ONCRET ,I )) - CORD CAPER FLARE FLARE :.' ° Q I °:,.: ,,.... ° s ..; Q NEAREST QCORB rr zZ T _ O I - ..,r:. .-o:.. ..• 2 1 2 4PER TAPER .. .... . -: ;..:.'.^.`•:': CURB I ° CROSSING'°...••:." p W PAVED FLARES 3" MINIMUM CURB HEIGHT. 4" PREFERRED I 4'" .. SIARFACE .. (MEASURED AT FRONT FACE OF CURB) ., 1k....; ADJACENT TO WALKABLE SURFACE FOR A MIN.6" LENGTH (MEASURED ALONG FLOW LINE] DETECTABLE EDGE WITH OB N S : LANDING CURB AND GUTTER PGATEDE IRIAN 1 E ARM EDGE OF NON -WALKABLE RAMP NON -WALKABLE SURFACE SURFACE 3 ROAD RAILROAD O O 1:6• JL:66 CORf�TE CONCRETE GATE ARM DETECTABLE 6 1 WARNINGS ay F ARE FLARE L m�-(3�-� 1' MINIMUM 6 T �4.5'�4.25' °s ° X S PAVED FLARES 6 RAILROAD CROSSING c ADJACENT TO NON -WALKABLE SURFACE EDGE OF PLAN VIEW g T ROAD NOTES- _- - : I SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. d LANDING RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. DETECTABLE EDGE WITHOUT CURB AND GUTTER CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8- LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. RAMP ' Q O" CURB HEIGHT. // NON -WALKABLE / y NON -WALKABLE O2 FULL CURB HEIGHT. o SURFACE SURFACE 11:6 I. Q 2'FOR 4" HIGH CURB AND 3'FOR 6" HIGH CURB. GRADED r GRADED /FLARE : O4 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD FLARE CONDITIONS DICTATE.THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. ///�j�� 2 I�-Q3 - �I 1�{ 2 , //////�/// �jr� _ yyyyyyyyyyV' g OS TYPICALLY USED FOR MEDIANS AND ISLANDS. _ _ _ _ ��/ ,-,--Y�iyyy © WHEN NO CONCRETE FLARES ARE PROPOSED. THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED \ % R F GRADED CARES PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. /i / �. _ , , ,� l T IF NO CURB AND GUTTER IS PLACEDIN RURAL SECTIONS DETECTABLE WARNINGS SHALL BE PLACED V FROM /J:'';• O IN THE EDGE OF BITUMINOUS ROADWAY BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. _ OB ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. ® S THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB .\. ' TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE � $ ' LANDING 1/2" R.� DETECTABLE WARNINGS AND UNIFOgMLY RISES TO A 7-INCH NINIMUN CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND III. a CURB DESIGN V CURB DESIGN V VAR, T� OR G• 4• THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. - aS R SEE PEDESTRIAN SEE PEDESTRIAN CURB 9 DRILL AND GROUT 1 - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH 3" MIN. COVER. CONCRETE TOP OF GUTTER O RAMP APPROACH NOSE APPROACH NOSE REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. u� I DESIGN V DETAIL DETAIL '•.. ; ® DRILL AND GROUT 2 - NO.A 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER. REINFORCEMENT NON -WALKABLE NON -WALKABLE ° • <° T• B e BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. I, S2 V, SURFACE I SURFACE °' I1 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL C � (u T A HEIGHT CURB (I.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS I & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE 2 1 2 SECTION A -A CURB & Q BOULEVARD DRAINAGE. y2 • GUTTER / © NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15'MAXIMUM FROM THE � ( Y 2 .W L 2' NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' TURF OR 6"I / MEASURED PERPENDICULAR TO THE NEAREST RAIL. It In W C a R RETURNED CURB OS TYPICAL SIDE TREATMENT OPTIONS 04 I1 1 CONCRETE TOP OF SIDEWALK - _ _ _ - / O © WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL - BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 2'FROM THE h h/2 Q Oj A APPROACHING SIDE OF THE GATE ARM.THIS CRITERIA GOVERNS OVER NOTE®. 6" O4 CROSSING SURFACE SHALL EXTEND 2- MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. g T. T © O5 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2-ON FREE RIGHT ISLANDS. © SIDEWALK TO BE PLACED 8.75'MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS SECTION B-6 ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. W W L REVISION: APPI1 JANUARY 23. 2017 PEDESTRIAN APPROACH ,WWUW, R.V®. NOSE DETAIL • PEDESTRIAN CURB RAMP DETAILS r • (FOR RETURNED CURB W K SIDE TREATMENT) 1n�., a -`�'rK«TW ,,�� 1-23-2017 STANDARD PLAN 5-297.250 4 OF 6 - \ \ PLAN VIEW "9'� \ O Q 2 N \ \` KU 2 E .° \ \ 2 NON NON -CONCRETE � EXISTING 36• SIDEWALK EXISTING g \ -CONCRETE BOULEVARD BOULEVARD - SIDEWALK - REPLACEMENT SIDEWALK �/ 13 . \ LANDING \ \ �- ' LOX NUN. z `o \ \ 5.0% MAX. \ \ IW- o \ \ :., LANDING LANDING OO 9 2 SAW CONCRETE SIDEWALK e \ \ FULL DEPTH ON EXISTING \ \ \ \ 3 JOINT (INCIDENTAL) m � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ F \ \ \A�� \ \ '� PROFILE VIEW CONCRETE CONCRETE 2 T TR ( I l BOULEVARD BOULEVARD \ \ \ \ \ \ \ \ \ \ \ , 0 4 (TYPICAL)- $ \ \ \ \ \ \ \ \ \ \ \ \ \ OPTIONAL SIDEWALK REINFORCEMENT EDGE OF TIWId%RI LAZE SIDEWALK REINFORCEMENT TO BE USED ONLY WHEN SPECIFIED IN THE PLAN. A LOX 5.OX MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O 4 A iXi LOX MOL s.OX MAX. E CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINDUS ROADWAYS 36" MAX. SAWCUT CURB RDPOSID PAR EXISTING o EDGE OF T.R. LANE GAB AND GUTTER AND CUTTER 12, \ \ \ \ \ \ \\ \ PEDESTRIAN RAID PEOESTRUN RAID %; .:... 3" MIN. ....'}.,'. ::.iMIN.. .... ' •.. SAWCUT \ � FOR USE ON CURB RAMP RETROFITS \ }AD \ FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS T�� CREiNFORCEMENTR � a\\� � ��j \ \ PEDESTRIAN RAMP ANpERL� ,9 C)PUT�0�2.OX 2AX wX-OR UP DP TO 2AX TO 4X CHANGE I \\ CHANCE OPTIONAL CURB LINE REINFORCEMENT DETAILS QO "TABLE" \ Lox MIN. FLOW LINE PROFILE -FAN 36" MAX. \ % LANDING \ \ SAX MAX. Y' \ \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP LANDING __}t _ \ LOX MIN. LOX ION. 1AX 1@L LOX MIN. LOX ION. ..• \ \ ISX PREFERRED SAX YA%. L5X PREFERRED LANDING 1 S.OX MAX. 5.0X MA%. I 36" MAX. \ FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS Iz" ' 's g \ 3„ 12" 36" MAX. }1 PEDESTRIAN RAMP - -/ 0 Ww, g \ LOX MIN. I.OX MBL IAX IIDL 36" 36 �„ MAX 5.OX MAK 1.5X PREFERRED 5.OX MAX. MAX. MAX. 12" 12" w A FLOW LINE PROFILE RAISE - FAN 312 12" 3" Q CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING Q ~� POUR REINFORCEMENT NOTES] •' O 2 ,,,, "TABLING" OF CROSSWALKS MEANS IS REQUIRED WHEN A ROADWAY IS MAINTAINING LE55 THAN 2X CRO55 SLOPE WITHIN A CROSSWALK. IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. ENSURE RAMPS AND LANDINGS ARE PROPERLY Q PLACED INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE .. 4i C W (R (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FORMED AND RECONSTRUCTION TIRE C PROJECTS.ON FULL PAVEMENT REPLACEMENT PROJECTS FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. ^TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. HH�� y� 2 .W 2 DRILL AND GROUT 4 N REINFORCEMENT BARS A7 36" MAXIMUM CENTER O N0. 12" LOG ¢ x W ti MILL & OVERLAY PROJECTS: IS REQUIRED WHEN THE EXISTING OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, TO CENTER (EPDXY COATED]. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. EADJUSTED FLOW LINE IS GREATER THAN WARPING OF THE BITUMINOUS 3 a PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS Q DRILL AND GROUT 2 - N0.4 X LONG REINFORCEMENT BARS (EPDXY COATED). E AL MUCH AS POSSIBLE WHILE ADHERING 70 THE FOLLOWING CRITERIA: REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. 2 I.02 MIN. CROSS -SLOPE OF THE ROAD q THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE 2)5.0% MAX. CROSS -SLOPE OF THE ROAD O 3)"TABLE" FLOW LINE UP TO 4% CHANCE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. 41 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP OS 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3T02. STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON �,� REPLACEMENT ON CONCRETE ROADWAYS. o W -i ♦,WWWIW,, REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO PEDESTRIAN CURB RAMP DETAILS ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA: ////III (0� /' /(LA �.� (ON VIII APPRRLVED: JANIIARY 23.2017 1) I&/ MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROADDED y \I\'S `- 2) 1.0% MIN. FLOW LINE MAX.FLOW W`I.I _ _X_ - 4)LONGITUDINAL�THROUCH EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE ,�(f'• LINE LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15'HORIZONTAL 1-23-2017 STANDARD PLAN 5-297.250 6 OF 6 W� «TWF J Q /Z LUc Z 'V LO 0 V W.f. L Uj Z Z LU IXf a 0>: 5 W V x Z W U) W J CO tn J Z oix Q o r V O z Uj Il-_ / O D In in V1 W n 4 Z W CO Iq mi > P4 Ix W LL Q G O U Z Q O N W = Iq d "; 0 COO W M H Z FBI IQ Jto V M 4-J O M ca Q c W W o o �� j = M V V) V J J (7 z ZQ) M CO Q Q)M o J Q Ln O Ln 3:r' z � � Q C Z ILL 01 Q L J N = V ' IxM ,__l C` r V REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian 3. Krystofiak, P.E. Signature: �_.�__ /L OF ,A� �- Date: 7/30/2021 License #: 25063 CV of C 1 1 D D u O V 31 n INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS ®gg8 HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS �<000aoao REQUIRED INSIDE BASKETS 2'x3' HDPE FRAME INSERT \ ", EMERGENCY OVERFLOW PORTS — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES MODULAR RETAINING WALL #1 (428 SF) 932 TOP OF WALL 930 928 �\ GROUND GRADE / � C� FACE OF WALL / 926 �� / 1.5' BURY / 924 N I I 9 2 2 LLL 0 20 40 60 80 100 120 INFRASAFE — 27" DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES -- HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2X3 HDPE FRAME INSERT LIVILMULM, T OVERFLOW PORTS — MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION — FILTER BAG INSERT" — DESIGNED FOR NEENAH R-3250—A OR R-3250-1 (MNDOT 801) FRAME CASTING MODULAR RETAINING WALL #2 (178 SF) 932 TOP OF WALL 930 >GROU ND GRADE CE OFWALL928 i \ \ 1.5' BURY / 926 / 924 N II 922 =20' 0 20 40 60 80 J Q Z w V IV i a'Z Z Z L i C9>> w U Z n Z ? Z W U) w J N m J Z o� Q O U O z D / _ N N w U) ^ Z w a1 O ocV o 40 w V� Z O O 0 a o w = Iq M ^ co LLI . r� V z FBI J fu i--i o H m � a LV Q LV o W = H V V J J (� z za) MZ)00 Cl M o J Q Ln O `n _ r roz � � Q zLL0) 4Lnz3 2 J N rn w/ li M O H V REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: B3K ISSUE DATE: 7/30/2021 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 Name: Brian 1. Krystofiak, P.E. Signature: /% �or 'v Date: 7/30/2021 License #: 25063 C9 of C11 D 11+00 / I / I I/ I j EXISTING j FILTRATION I -91&0 BASIN 1 � I .41 � I � I � I \\ I \ I \ I I EXISTING WETLANDS 12+00 00 /�925.52 i / E�_� CID \v/ P \ o 6 9 the ohe ohe ohe ohe ohe �heNSON �[`� ml ---- \\\ - ----- - ----====fv1----_ = F-----FM--F�� 1M ------ 14+00 051 ++ 0 - I - - 1 0 17+00 18+00 19+00 --- --- --SiH-<---<= <---<--<--- - ° DT DT JJ- I DT - DT - DT - DT c I I I I I -- I I i I I - - CP- SWE I I _ - I �RIN 1 ul I 1 � I 1 ■ EXISTING OFFICE ' +WAREHOUSE (BUILDING 6) (22,580 S.F.)" � I I 1 - I ' 1I 1 r-1 r-1 I r-1F� r�r, J = POND SHALL BE EXPANDED TO 1, II I 11 I I. I I I II JI'n I �D7 CDT CDT . PRP. NEW IMPERVIOUS: 1.41 AC I � I � PROPOSED MANUFACTURING BUILDING 7 i� (43,320 S.F.) I. 'I I I I I I o I I I I I I I I EXISTING PRETREATMENT POND I I I I I I I I I I I I I I I I II II I IJ co EXISTING FILTRATION BASIN OU TLOT A 1 � / EXISTING I WETLAND EXISTING IJ FRETREATMEN'1'I POND II n ACCOMMODATE FOR ADDED IMPERVIOUS II ->>- - ->>- _ate >>- - ->>- - ->>- - ->> - a ` EXISTING OUTDOOR RAW I _\�_ __ ___-- 7 MATERIALS STORAGE I - > » - - -� - - - - - - - - -- - -4--- =�� 930 g cP 'I c ti 930.6 1200 931.19 --ea-1 Vo, q - GVG s " i IHD V, e8 V n Gp�. 11 •STMH ' a '. STMH" i. .. " M ° ue ue ug ug u A I EXISTING MANUFACTURING/ I V WAREHOUSE BUILDING (144,000 S.F.) l� --- ---- v -------- ---- --- Q -------- -------- LIJ EXISTING OUTDOOR ---- FINISHED PRODUCT ---- STORAGE U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U ✓�����������������SEF�R�E�S�PXRKING ������������������, ✓����������������' 229 SPACES (PROVIDED ONLY AS REQUIRED BY CITY) U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U --- I I I I I I I I I I I I I V I TH STREET N CAMPUS STORMWATER NOTES 1. LOT 1, BLOCK 1 ORIGINALLY DESIGNED FOR 1.17 ACRES OF IMPERVIOUS SURFACES. APPROVED PLANS FOR EX. BUILDING 6 PROPOSED APPROXIMATELY 1.39 ACRES OF NEW IMPERVIOUS SURFACES. 2. THE ORIGINAL BUILDING 7 PLANS WERE DESIGNED FOR 1.49 ACRES OF IMPERVIOUS SURFACES. THE PROPOSED LAYOUT CONSISTS OF 1.36 ACRES OF NEW IMPERVIOUS SURFACES. THIS REDUCTION DOES NOT COMPENSATE FOR THE ADDITIONAL INCREASE OF IMPERVIOUS FROM BUILDING 6. 3. TO ACCOMMODATE FOR THE INCREASE OF IMPERVIOUS FROM BUILDING 6, AND THE REDUCTION OF IMPERVIOUS FOR BUILDING 7 DOES NOT MAKE UP FOR THE INCREASE, THE EXISTING POND SOUTH OF THE FILTRATION BASIN LOCATED IN OUTLOT A SHALL BE EXPANDED. THE POND SHALL BE INCREASED BY A VOLUME OF APPROXIMATELY 0.012 ACRE-FEET. THIS IS THE DIFFERENCE IN REQUIRED POND TREATMENT VOLUME BETWEEN THE ANTICIPATED 1.27 IMPERVIOUS ACRE LAYOUT AND THE PROPOSED 1.36 IMPERVIOUS ACRE LAYOUT. IMPERVIOUS SUMMARY ORIGINAL DESIGN PROPOSED EX. BUILDING 6 1.17 AC. 1.39 AC. PRP. BUILDING 7 1.49 AC. 1.41 AC. REMAINING CAMPUS 11.17 AC. 11.17 AC. TOTAL 13.83 AC. 13.97 AC. 0 30 60 120 (IN FEET) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. J Q i Z W Z V N U of Z Z LU IZ f lui V t� al: > z X W to W J y m J Z o � Q U 07 LLI ~' � W Z W > � ap 11 � M tp 0 W 13 11 Ix I- o V Z U) co W 2 a M co H MMo (� V ~ F�1 H J H o N X W c W o a W = Q ~ V V J J (� z Z� N Z3 00 Q � M o J Q Ln O `n _ ro z ry � � Q c Z°L0) QLn=3 rn � M lwi � H \N REVISIONS 1. 12/9/21 per City Comments, 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Brian J. Krystofiak, P.E. Signature: /L� IV Date: 7/30/2021 License #: 25063 C 1 0 of C11 INSTALL INLET PROTECTION AFTER CONSTRUCTION (TYP) 4 1 RETAINING WALL #2 V� /'S M=92MH d m INSTALL RIPRAP ENERGY S H a DISSIPATION ON OUTLET \ T�- ��°,T; IMMEDIATELY AFTER - 93 932_ / ROAD CONSTRUCTION (TYP) 77oe-_ �ie --- h�- PROM- - n---- ----- ----- ---- M--�� 215.1 6.2 ,7.2 / -� 28.4- - 2 . 14+00 / 15+00 / 16+00 • M=929 4 RIM-925.� - 6' P RI - INV=916.4 S n 3� �9301 e e m Yf • e • 930.62 �� e e _ e e N _ _ _H �f J e EXISIING ON. 0.4 30.5 30.aNWL = 924.0 / * I ROCK CONSTRUCTION i HWL = 928.5�� j `91 a 31.5 I ENTRANCE u) �ry6' n I I EXISTING BASIN BOTTOM = 924.0 I HWL = 928.5 TC 31.R GL 30.8 •I AI N II •� TW 30.0 t / BW 29.0 , I 1 I TW 30.0 I I BW 26.2 IOSED BUILDING RETAINING WALL #1 I / ExHW� c WETLAND FE = 931.5 � I I EXISTING POND I I I I � NW& = 924.0 I I TW 30.0 HWL = 928.5 I I BW 26.2 I I I TW 30.0MT- \ _ ILET PROTECTION-' T -oT,* nnuc+Tn1 In��u �. � s 11 -- (ITV) 31.5 31.5 315: 31.5 31:5 ' 31.5. 31.5 I \ \ l' 31.3 _ 31. . - . 31.5' 31.3 x 31.3 31.3 \ PEEN �/Yi \ / uuii 30.0 I ��- - -�� ->�- - >> -_� � I =92�I / I 302 / 295 m O 2 i/ INSTALL INLET PROTECTION PRIOR TO CONSTRUCTION -930_1 ,' (TYP) LAC --- - / • /M-9JI.0 n e e NL- AREA OF POTENTIAL TRACKED SEDIMENT (SWEEP AS NEEDED) i' mad_qH,GO a Q > r - OQ CD p Z ST N Soairit 14 John's Cenn tiI747Tx [W J�� IS N - _ + TH - w a C- � f {� F'Ae � Cie i)eo q o lla , egg La D_ a ST � - _� - 2 J L -61 !'� �G � .,, eso Q° - � N =� L \9 u - - x o ti ­, C Q q ®p l a _ o Q o ROQP m 0 500 1000 2000 N 0 25 50 100 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. GENERAL INFORMATION MINNESOTA'S CONSTRUCTION STORMWATER PERMIT IS AN EXTENSION OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM STORMWATER PROGRAM, WHICH IS PART OF THE FEDERAL CLEAN WATER ACT. REGULATED PARTIES MUST DEVELOP A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP PROVIDES INFORMATION ON THE EXISTING AND PROPOSED SITE CONDITIONS, CONTROL MEASURES FOR STORMWATER POLLUTION PREVENTION BEFORE, DURING AND AFTER CONSTRUCTION, INSPECTION, MAINTENANCE AND INFORMATION RELATED TO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. THE SWPPP SHALL BE KEPT ON SITE AT ALL TIMES DURING ACTIVE CONSTRUCTION. PROJECT INFORMATION PROJECT NAME: SCHWIETERS BUILDING 7. PROJECT LOCATION: HUGO, WASHINGTON COUNTY, MINNESOTA PROJECT OWNER: VICTOR LAND HOLDINGS, LLC. RESPONSIBLE PARTIES THE OWNER MUST IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. EXISTING SITE CONDITIONS THE SITE IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF FENWAY BOULEVARD N AND 140TH STREET N IN HUGO, WASHINGTON COUNTY, MINNESOTA. THE LOT IS BOUNDED ON THE NORTH BY RIGHT OF WAY FOR A FUTURE EXTENSION OF 140TH STREET N, ON THE EAST BY BY AN EXISTING STORMWATER POND AND FILTRATION BASIN, ON THE SOUTH BY THE EXISTING SCHWIETERS BUILDING, AND ON THE WEST BY AN PARK LAND OWNED BY THE CITY OF HUGO AND AN EXISTING FILTRATION BASIN. THE PROPOSED CONSTRUCTION SITE WILL BE AN ADDITION TO THE ROY MOLITOR FOURTH ADDITION PLAT, WHICH CONSISTS OF THE EXISTING SCHWIETERS CAMPUS, AND IS LOCATED IN THE NORTHWEST CORNER OF THE PLAT. THE CONSTRUCTION SITE IS MOSTLY FLAT WITH AN ELEVATION AROUND 930-931. THERE IS A STEEP SLOPE ON THE WESTERN BOUNDARY LINE OF THE ROY MOLITOR FOURTH ADDITION PLAT, WHICH FLOWS INTO THE EXISTING FILTRATION BASIN. THE MAJORITY OF THE STORMWATER FROM THE SITE DRAINS OVERLAND TO THE EXISTING EXISTING FILTRATION BASIN TO THE WEST. THE REMAINING STORMWATER FLOWS OVERLAND TO THE EXISTING PRETREATMENT POND AND FILTRATION BASIN TO THE EAST. PROPOSED SITE CONDITIONS VICTOR LAND HOLDINGS, LLC PLANS ON DEVELOPING THE CONSTRUCTION SITE INTO AN ADDITIONAL SCHWIETERS MANUFACTURING WAREHOUSE WITH ASSOCIATED PARKING AND DRIVE AISLES. DURING CONSTRUCTION, APPROXIMATELY 2.2 ACRES WILL BE DISTURBED. THE PROPOSED CONSTRUCTION WILL RESULT IN A NET INCREASE IN IMPERVIOUS SURFACE OF APPROXIMATELY 1.41 ACRES. STORMWATER FROM THE SITE WILL BE COLLECTED IN PROPOSED STORM SEWER AND ROUTED THROUGH EXISTING STORM SEWER TO THE EXISTING LINED PRETREATMENT POND. THE PRETREATMENT POND WILL DISCHARGE TO THE ADJACENT EXISTING FILTRATION BASIN & WETLAND AND ULTIMATELY OFFSITE TO THE EAST THROUGH EXISTING STORM SEWER. STORMWATER OUTSIDE OF THE CONSTRUCTION SITE WILL DRAIN AS IT DOES IN EXISTING CONDITIONS. THE EXISTING PRETREATMENT POND TO THE SOUTH OF THE FILTRATION BASIN LOCATED IN OUTLOT A WILL BE EXPANDED TO ACCOMMODATE THE INCREASE OF IMPERVIOUS SURFACE, WHILE REMAINING IN COMPLIANCE WITH THE EXISTING STORMWATER MANAGEMENT PLAN, WHICH WAS PRODUCED BY AMI DURING THE ORIGINAL DEVELOPMENT OF THE ROY MOLITOR FOURTH ADDITION PLAT. ELEMENT MATERIALS TECHNOLOGY CONDUCTED SOIL BORINGS FOR THE PROPOSED CONSTRUCTION SITE IN FEBRUARY OF 2018. THE SOIL BORINGS SHOW 2 FEET OF SILTY SAND TOPSOIL BELOW THE SURFACE WITH SILTY SAND AND POORLY GRADED SAND WITH SILT BELOW THE TOPSOIL. THESE SOILS HAVE A USCS RATING OF "SP" & "SM" AND GENERALLY FALL WITHIN THE HYDROLOGIC SOIL GROUP (HSG) "A". WETLAND CONSIDERATIONS THE EXISTING WETLAND TO THE EAST OF THE CONSTRUCTION SITE WILL BE PROTECTED THROUGHOUT CONSTRUCTION. NO WETLANDS IMPACTS ARE PROPOSED FOR THE PROJECT. STORMWATER RECEIVING WATERS STORMWATER FROM THE SITE WILL DISCHARGE TO EGG LAKE. SPECIAL/IMPAIRED WATER CONSIDERATIONS CLEARWATER CREEK IS CONSIDERED AN IMPAIRED WATER AND IS LOCATED WITHING 1 MILE OF THE PROPOSED CONSTRUCTION SITE. ADDITIONAL BMPS REQUIRED INCLUDE: SOIL STABILIZATION WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED, TEMPORARY SEDIMENTATION BASIN FOR COMMON DRAINAGE AREAS OF 5 ACRES OR MORE, AND A REQUIRED WATER QUALITY VOLUME OF 1 INCH OF RUNOFF FROM NEW IMPERVIOUS SURFACES. STORMWATER MANAGEMENT PLAN THE PROPOSED LOT WAS ORIGINALLY INCORPORATED INTO THE STORMWATER MANAGEMENT PLAN PREPARED BY AMI CONSULTING ENGINEERS P.A., DATED 6/8/18, FOR THE ORIGINAL SCHWIETERS EXPANSION. THE ORIGINAL SCHWIETERS EXPANSION PROJECT PROPOSED THE CONSTRUCTION OF THE NOW EXISTING CENTRALIZED INDUSTRIAL BUILDING, PARKING AREA AND PAVED YARD/LOADING AREA, WHILE ALSO PROVIDING STORMWATER MANAGEMENT FOR THE EXISTING SCHWIETERS ADDITION OFFICE/WAREHOUSE, AND THE PROPOSED MANUFACTURING BUILDING 7. THE PROPOSED IMPERVIOUS SURFACE AREA FOR THE CONSTRUCTION SITE EXCEEDS THE ANTICIPATED IMPERVIOUS SURFACE AREA IN THE STORMWATER MANAGEMENT PLAN. TO ACCOMMODATE FOR THE INCREASED IMPERVIOUS SURFACES, THE EXISTING POND IN OUTLOT A WILL BE EXPANDED. TO REMAIN IN COMPLIANCE WITH THE ANTICIPATED IMPERVIOUS SURFACE FROM THE STORMWATER MANAGEMENT PLAN, THE CONSTRUCTION SITE IMPERVIOUS WOULD NEED TO BE LIMITED TO 1.27 ACRES. THE PROPOSED CONSTRUCTION SITE HAS A TOTAL IMPERVIOUS SURFACE AREA OF 1.36 ACRES. TO MEET THE REQUIRED POND TREATMENT VOLUME WITH THE ANTICIPATED 1.27 IMPERVIOUS ACRES, THE VOLUME OF THE POOL WOULD NEED TO BE 0.244 ACRE-FEET. THE REQUIRED POND TREATMENT VOLUME WITH THE PROPOSED 1.36 IMPERVIOUS ACRES, THE VOLUME OF THE POND NEEDS TO BE 0.256 ACRE-FEET. THE EXISTING POND WILL BE EXPANDED APPROXIMATELY 0.012 ACRE-FEET TO ACCOMMODATE FOR THE ADDED PROPOSED IMPERVIOUS. PRIOR TO START OF CONSTRUCTION THE FOLLOWING STORMWATER POLLUTION PREVENTION MEASURES SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION. REFER TO GRADING AND EROSION CONTROL PLANS FOR LOCATIONS. 1. SILT FENCE SILT FENCE SHALL BE INSTALLED AT THE LIMIT OF GRADING ON ANY FILL SLOPE. ADDITIONAL SILT FENCE MAY BE REQUIRED IN CUT SLOPE AREAS. SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY INFILTRATION/FILTRATION PRACTICE. 2. ROCK CONSTRUCTION ENTRANCE ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE FIELD ENTRANCES TO THE SITE. 3. CATCH BASINS ALL CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES APPROVED BY THE LOCAL GOVERNING UNIT. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, WIMCO PROTECTION DEVICES, INFRASAFE PROTECTION DEVICES, FILTER FABRIC, BIO ROLLS AND STRAW BALES. DURING CONSTRUCTION THE FOLLOWING STORMWATER POLLUTION PREVENTION MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION. REFER TO GRADING AND EROSION CONTROL PLANS FOR LOCATIONS. 1. PHASED GRADING TO THE EXTENT POSSIBLE, GRADING SHALL BE PHASED TO MINIMIZE THE AMOUNT OF DISTURBED AREAS DURING SITE CONSTRUCTION. 2. TRACKED SEDIMENT ANY SEDIMENT TRACKED FROM THE SITE ONTO THE STREET SHALL BE REMOVED IMMEDIATELY UPON DETECTION. THE ROCK CONSTRUCTION ENTRANCE SHALL BE INSPECTED AND REPAIRED IF INUNDATED WITH SEDIMENT. 3. STOCKPILES STOCKPILES SHALL BE PLACED IN AN AREA THAT WILL MINIMIZE THE NEED FOR RELOCATION. IF A STOCKPILE WILL REMAIN IN PLACE FOR AN EXTENDED PERIOD OF TIME, STABILIZATION MEASURES SHALL BE IMPLEMENTED, INCLUDING BUT NOT LIMITED TO, SEEDING AND SILT FENCING. TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, CONDUITS OR DITCHES. 4. TOPSOIL UPON GRADING COMPLETION, A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED OVER ALL DISTURBED AREAS, EXCLUDING PROPOSED STREETS AND PARKING AREAS. 5. RESTORATION ALL DISTURBED AREAS NOT ACTIVELY WORKED SHALL BE RESTORED WITH SEED AND MULCH, EROSION CONTROL BLANKET AND/OR SOD WITHIN 7 DAYS. 6. SLOPES IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. 7. DRAINAGE DITCHES THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM THE SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. 8. PIPE OUTLETS PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 9. CATCH BASINS ALL CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES APPROVED BY THE LOCAL GOVERNING UNIT. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, WIMCO PROTECTION DEVICES, INFRASAFE PROTECTION DEVICES, FILTER FABRIC, BIO ROLLS AND STRAW BALES. 10. DUST CONSTRUCTION DUST SHALL BE CONTAINED TO THE EXTENT POSSIBLE. IF THE SITE BECOMES EXCESSIVELY DUSTY, APPROPRIATE MEASURES SHALL BE TAKEN TO REDUCE DUST BEING TRANSPORTED FROM THE SITE. DUST CONTROL MEASURES INCLUDE, BUT ARE NOT LIMITED TO, WATERING AND CALCIUM CHLORIDE APPLICATION. 11. DEWATERING DEWATERING ACTIVITIES SHALL BE CONDUCTED WITH AND APPROVED BY THE LOCAL GOVERNING UNIT. IF THERE WILL BE ANY DEWATERING OR BASIN DRAINING THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE, THE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. APPROPRIATE BMPS SHALL BE USED FOR EROSION AND SEDIMENT CONTROL AND ENERGY DISSIPATION. 12. CONSTRUCTION MATERIALS AND DEBRIS CONSTRUCTION MATERIALS SHALL BE STORED IN AN ORDERLY MANNER AND IN AN AREA THAT WILL MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION ACTIVITIES. CONSTRUCTION DEBRIS SHALL BE CONTAINED IN DUMPSTERS AND REMOVED FROM THE SITE AS NECESSARY. 13. CHEMICALS CHEMICALS SHALL BE STORED IN A SAFE AREA IN SEALED CONTAINERS WITH THE ORIGINAL LABELING AND MATERIAL SAFETY DATA SHEETS AVAILABLE. 14. SPILLS AND CONTAMINATION IF FUEL, OIL OR A HAZARDOUS CHEMICAL IS SPILLED OR DETECTED DURING CONSTRUCTION ACTIVITIES, ALL APPROPRIATE AGENCIES SHALL BE IMMEDIATELY NOTIFIED, INCLUDING, BUT NOT LIMITED TO, THE MINNESOTA DUTY OFFICER AT 800-422-0798. 15.CONCRETE WASHOUT AREA PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. POST CONSTRUCTION WHEN THE SITE HAS BEEN COMPLETELY CONSTRUCTED, THE SITE MUST UNDERGO FINAL STABILIZATION. FINAL STABILIZATION OCCURS WHEN ALL OF THE GRADING, INFRASTRUCTURE AND BUILDING ACTIVITIES HAVE BEEN COMPLETED. TO ACHIEVE FINAL STABILIZATION, THE FOLLOWING MEASURES SHALL BE COMPLETED. 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERVIOUS SURFACES SHALL BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER. AREAS NOT REQUIRING SOD OR EROSION CONTROL BLANKET SHALL BE SEEDED AND MULCHED. 2. SEDIMENT FROM CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS SHALL BE CLEANED OUT. SEDIMENTATION BASINS SHALL BE SUFFICIENTLY CLEANED OUT TO RETURN THE BASIN TO DESIGN CAPACITY. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN OR CONVEYANCES DISCHARGING OFF -SITE OR TO SURFACE WATERS. 3. WHEN STABILIZED VEGETATION HAS BEEN ESTABLISHED OVER 70 PERCENT OF THE PERVIOUS SURFACE AREA, ALL SYNTHETIC TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. THIS INCLUDES, BUT IS NOT LIMITED TO, SILT FENCE, TREE FENCE AND CATCH BASIN INLET PROTECTION DEVICES. INSPECTIONS & RECORD KEEPING STORMWATER POLLUTION PREVENTION INSPECTIONS SHALL OCCUR ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECTIONS MAY BE CEASED DURING FROZEN GROUND CONDITIONS. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. DURING THE COURSE OF CONSTRUCTION, IT MAY BE DETERMINED THAT ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE NEEDED, OR CERTAIN MEASURES ARE NOT PRACTICAL TO INSTALL. IN THESE CASES, AN AMENDMENT TO THE SWPPP SHALL BE MADE, AND SUPPORTING REASONS SHALL BE DOCUMENTED IN THE SWPPP. 1. THE EXCAVATOR IS RESPONSIBLE FOR ALL EROSION CONTROL INSPECTIONS. 2. RECORD NAME OF INSPECTOR AND DATE AND TIME OF INSPECTION. 3. RECORD RAINFALL AMOUNT SINCE MOST RECENT INPSECTION. 4. INSPECT ROCK CONSTRUCTION ENTRANCES FOR SEDIMENTATION. INSPECT ADJACENT STREETS FOR SEDIMENT TRACKING. 5. INSPECT SITE FOR EXCESSIVE EROSION AND SEDIMENT ACCUMULATION. A. INSPECT SILT FENCE AND OTHER TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES FOR EROSION, SEDIMENTATION AND MALFUNCTIONING. B. INSPECT FLARED END SECTIONS FOR EROSION AND SEDIMENTATION. C. INSPECT PONDS, INFILTRATION BASINS, TEMPORARY SEDIMENTATION BASINS AND ALL OTHER BMP'S FOR EROSION AND SEDIMENTATION. D. INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. 6. INSPECT SITE AND ADJACENT PROPERTIES FOR CONSTRUCTION DEBRIS, TRASH AND SPILLS. 7. INSPECT STABILIZED AREAS FOR EROSION. 8. RECORD RECOMMENDED REPAIRS, MAINTENANCE AND/OR REPLACEMENTS REQUIRED TO ENSURE EROSION AND SEDIMENTATION CONTROL MEASURES ARE SUFFICIENT. 9. RECORD RECOMMENDED AMENDMENTS TO THE SWPPP. 10.RECORD REPAIRS, MAINTENANCE AND/OR REPLACEMENTS THAT WERE COMPLETED SINCE THE LAST INSPECTION. NOTE: FOR AREAS THAT HAVE UNDERGONE FINAL STABILIZATION, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH. MAINTENANCE THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, INSPECTION AND MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES FOR THE DURATION OF THE PROJECT. THE FOLLOWING GUIDELINES SHALL BE USED TO DETERMINE NECESSARY REPAIRS, MAINTENANCE AND/OR REPLACEMENT OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. 1. ROCK CONSTRUCTION ENTRANCES SHALL BE REPAIRED OR REPLACED IF THE ROCK BECOMES INUNDATED WITH SEDIMENT AND/OR EXCESSIVE SEDIMENT IS BEING TRACKED FROM THE SITE. SEDIMENT TRACKED ONTO ADJACENT STREETS SHALL BE REMOVED. MEASURES SHALL BE TAKEN IMMEDIATELY UPON DISCOVERY. 2. SILT FENCE SHALL BE REPAIRED OR REPLACED WHEN SEDIMENT REACHES 1 /3 THE HEIGHT OF THE SILT FENCE, THE SILT FENCE IS DAMAGED AND/OR THE SILT FENCE BECOMES NONFUNCTIONAL. MEASURES SHALL BE TAKEN WITHIN 24 HOURS OF DISCOVERY. 3. CATCH BASIN INLET PROTECTION DEVICES SHALL BE CLEANED WHEN SEDIMENT REACHES j THE HEIGHT OF THE SEDIMENT TRAP AND/OR REPAIRED OR REPLACED IF THE DEVICE BECOMES NONFUNCTIONAL. MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOVERY. 4. FLARED END SECTIONS SHALL BE CLEANED IF DEBRIS IS RESTRICTING FLOW OR IF SEDIMENT HAS ACCUMULATED AT THE OUTLET. IF A FLARED END SECTION BECOMES NONFUNCTIONAL OR DAMAGED, IT SHALL BE REPAIRED OR REPLACED. MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOVERY. 5. IF SEDIMENT IS OBSERVED OFF -SITE OR NEAR SURFACE WATERS THE SOURCE OF SEDIMENT SHALL BE DETECTED AND ADDITIONAL MEASURES SHALL BE IMPLEMENTED. THE PERMITEE(S) SHALL COORDINATE SEDIMENT RETRIEVAL FROM SURFACE WATERS WITH ALL APPROPRIATE AGENCIES. MEASURES SHALL BE TAKEN WITHIN 7 DAYS OF DISCOVERY. 6. PONDS, INFILTRATION BASINS, TEMPORARY SEDIMENTATION BASINS AND ALL OTHER BMP'S SHALL BE CLEANED IF DEBRIS IS PRESENT AND/OR EXCESSIVE SEDIMENTATION HAS OCCURRED. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN SEDIMENT HAS FILLED THE BASIN TO 1/2 THE STORAGE VOLUME. NO SEDIMENT SHALL BE ALLOWED TO ACCUMULATE IN INFILTRATION BASINS. MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOVERY. NOTICE OF TERMINATION THE PERMITEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITEE) HAS ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. QUANTITIES THE FOLLOWING TABLE PROVIDES ESTIMATED QUANTITIES FOR STORMWATER POLLUTION PREVENTION THROUGHOUT THE PROJECT. ITEM UNIT ESTIMATED QUANTITY ROCK ENTRANCE EA. 1 SILT FENCE L.F. 910 INLET PROTECTION EA. 6 TURF ESTABLISHMENT AC. 2.0 RIP RAP CY. 12 SWPPP DESIGN CERTIFICATION UNIVERSITY OF MINNESOTA Aaron D. Brisk! Construction Site Management (May 31 2022) Design of Construction SWPPP (May 31 2022) Erosion and Stormwater Management The bearer of this card has been tested and is certified in the area(s) shown on the reverse of this card. Certification expira- tion dates appear after each certification area. Geis�� Depadment of Bioprodwts and Bioayatems Engineering Universityof Minnesota hhp://wvw.erosion.umn.edu Card Issued:61112019 J Q Z W N �J V 11 V i, ` U) W Z Z � f V Z W to W y J m J z o � Q U 07 LLI ~' rn � In W n Z W � co 1 > Pq � so � 0 W G LL Q i IxO H O V Z Q n Q coo W 2 Iq a M 40 00� Z O �a J a O FBI O Z IL m C W H Z W Q W 0 ' H = W FW-I a � � 0 = V J J (� z Z(1) I"I � CO Q O M o J Q Ln O Ln _ ro z Q C Z LL_ O) Q Ln J tV = li we M ,-� C` r I\�I REVISIONS 1. 2. 3. 4. 5. 6. DRAWN BY: KRO DESIGNED BY: BJK ISSUE DATE: 7/30/2021 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 Name: Aaron D. Briski, P.E. Signature: Date: 7/30/2021 License #: 57811 C11 of C11 3 0 / S MH \ �ry >--- �-€P„I� A S H- \ 14 �- oh �ohe ohe ohe= oj,_--_e ohe -------- L ---FM�--FM-----F---FM----- FIV -FMB - - 140TV- (FUTURTREET/NEXTENON) 3 CONIFEROUS SB / FM N 2 DECID US WO -_;�11 -� EXISTING TREES /� S TRANSPLANT TREES 3 �o� / 6 �/ LANT TREES 2 -1 REMAIN - TYP / \TRANSPLANT TREES EXISTING FILTRATION BASIN O O O O O I PROPOSED BUILDING 43,320 SQFT. RETAINING WALL #1 / I I I / 1.5EXISTING POND I I ' ROCK ULCH MAINT. STRIP W LANDSCAPE EDGING I fd EXISTING FENCE_ �- 1�F -1 F -1 F -1 �- F -1 F -1 - - - - - x - -------x-------- Bfj JSG EXISTING FENCE I II All I I' -930-- /� 2 I it 930_- � G - ° ° -------° ° -P c d -----n - n--------- d a ° d- ----------- N rSTtAN ---- 4 4 d 14 A n � I EXISTING BUILDING OVERALL LANDSCAPE PLAN 0 15 30 60 ( IN FEET ) CITY OF HUGO LANDSCAPE REQUIREMENTS 1. PARKING AND LOADING AREAS. THE PERIMETER AREA OF ALL PARKING AND LOADING AREAS SHALL BE LANDSCAPED. LANDSCAPING PERFORMED IN PARKING AND LOADING AREAS SHALL APPLY TOWARDS MEETING THE OTHER LANDSCAPING REQUIREMENTS OF ITS ZONING DISTRICT. THIS PERIMETER AREA SHALL BE A MINIMUM OF TEN FEET WIDE WHERE IT ABUTS A PUBLIC STREET AND RESIDENTIALLY ZONED PROPERTY AND FIVE FEET WIDE AT OTHER AREAS. THE PERIMETER AREA SHALL BE MEASURED FROM THE STREET RIGHT-OF-WAY OR LOT LINE TO BACK OF CURB. SIDEWALKS SHALL NOT BE INCLUDED WHEN DETERMINING THE LANDSCAPING REQUIREMENT FOR THE PERIMETER AREA. THE PERIMETER AREA SHALL BE COVERED WITH APPROVED GROUND COVER, AS HEREIN DEFINED, AND INCLUDE AN AVERAGE OF AT LEAST ONE EVERGREEN OR SHADE TREE PER 30 FEET OF PERIMETER FRONTAGE. AS MEASURED AT THE OUTER EDGE OF THE PERIMETER AREA. THIS DOES NOT REQUIRE TREES TO BE EQUALLY SPACED WITHIN THE FRONTAGE AREA. REQUIRED = 10 TREES (285 LF PARKING PERIMETER FRONTAGE / 30) PROVIDED = 10 TREES 2. COMMERCIAL/INDUSTRIAL AREAS. ALL LOT AREAS NOT COVERED BY BUILDINGS, PARKING AND LOADING AREAS, DRIVEWAYS, OR PROTECTED WETLAND AREA SHALL BE COVERED WITH AN APPROVED GROUND COVER AND LANDSCAPED TO MEET THE FOLLOWING MINIMUM STANDARDS: (1) ONE OVERSTORY DECIDUOUS SHADE TREE FOR EVERY 2,000 SQUARE FEET OF TOTAL BUILDING AREA OR ONE TREE FOR EVERY 100 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 22 TREES (43,320 SF BUILDING / 2000 = 22, OR 1,225 LF SITE PERIMETER / 100 = 13) PROVIDED = 22 TREES (2) ONE CONIFEROUS TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE CONIFEROUS TREE FOR EVERY 200 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 22 TREES (43,320 SF BUILDING / 2000 = 22, OR 1,225 LF SITE PERIMETER / 200 = 7) PROVIDED = 22 TREES (3) ONE ORNAMENTAL TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE ORNAMENTAL TREE FOR EVERY 200 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 22 TREES (43,320 SF BUILDING / 2000 = 22, OR 1,225 LF SITE PERIMETER / 200 = 7) PROVIDED = 22 TREES (4) ONE SHRUB FOR EVERY 300 SQUARE FEET OF BUILDING OR ONE SHRUB FOR EVERY 30 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 145 SHRUBS (43,320 SF BUILDING / 300 = 145, OR 1,225 LF SITE PERIMETER / 30 = 41) PROVIDED = 145 SHRUBS (5) CREDIT FOR LARGE TREES. THE CITY COUNCIL MAY, AT THEIR DISCRETION, GIVE CREDIT FOR TREES EXCEEDING THE MINIMUM PLANNING SIZE REQUIREMENTS. THE CITY MAY REDUCE THE REQUIRED NUMBER OF PLANTINGS BY UP TO TEN PERCENT WHEN TREES IN EXCESS OF THE MINIMUM SIZE REQUIREMENTS ARE PROVIDED. (6) EQUIVALENT PLANTING MATERIALS. THE FOLLOWING SUBSTITUTIONS MAY BE MADE FOR THE MINIMUM LANDSCAPE REQUIREMENTS: a. AN EQUIVALENT OF UP TO 50 PERCENT OF THE REQUIRED NUMBER OF OVERSTORY TREES MAY BE SUBSTITUTED WITH THE USE OF ORNAMENTAL TREES. IN SUCH CASE, NOT LESS THAN THREE ORNAMENTAL TREES SHALL BE PROVIDED FOR EACH ONE REQUIRED OVERSTORY TREE SUBSTITUTED. b. AN EQUIVALENT OF UP TO 50 PERCENT OF THE REQUIRED NUMBER OF ORNAMENTAL TREES MAY BE SUBSTITUTED WITH THE USE OF SHRUBS. IN SUCH CASE, NOT LESS THAN 20 SHRUBS SHALL BE PROVIDED FOR EACH ONE REQUIRED ORNAMENTAL TREE SUBSTITUTED. 3. SIZES OF PLANTINGS. PLANTINGS, EXCEPT FOR SITE RESTORATION ACTIVITIES IN THE RURAL DEVELOPMENT AREA, MUST BE OF THE SIZE INDICATED IN THIS SUBSECTION, AND MEET THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. BARE ROOT PLANTS MAY BE ALLOWED IF SPECIFICALLY APPROVED AS PART OF THE SITE DEVELOPMENT PLAN, OTHERWISE ALL PLANTS MUST BE BALLED AND BURLAPED, OR CONTAINER GROWN. (1) OVERSTORY DECIDUOUS TREES: 2.5-INCH CALIPER. (2) CONIFEROUS TREES: SIX FEET IN HEIGHT. (3) SHRUBS: A.DECID000S SHRUBS: THREE -GALLON POT. B.CONIFEROUS SHRUBS: FIVE -GALLON POT. (4) ORNAMENTAL TREES: 1.5-INCH CALIPER. 4. MINIMUM INSTALLATION REQUIREMENTS. MINIMUM INSTALLATION REQUIREMENTS ARE THAT: (1) ALL DECIDUOUS AND CONIFEROUS TREES SHALL BE STAKED AND GUYED PER NATIONAL NURSERYMAN'S STANDARDS. DECIDUOUS TREES SHALL HAVE BRANCHES TRIMMED TO A POINT SIX FEET ABOVE THE GROUND. (2) ADEQUATE FERTILIZER, WATER, AND MULCH SHALL BE PROVIDED TO ENSURE PLANT SURVIVAL AND SUCCESSFUL GROWTH. PLANTINGS SHALL BE INSPECTED AT LEAST BI-WEEKLY DURING THE FIRST GROWING SEASON, WITH DEAD AND SEVERELY DAMAGED PLANTS REPLACED AS NEEDED. (3) ALL OPEN AREAS SHALL BE SODDED OVER FOUR INCHES OF TOPSOIL. (4) UNDISTURBED AREAS AND WETLANDS CONTAINING NATURAL VEGETATION MAY BE MAINTAINED IF THEY ARE FREE FROM FOREIGN AND NOXIOUS MATERIALS. PLAN 8" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES HARDWOOD MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 126 BAGKFILL MIX UNDISTURBED SUBSOIL REMOTE BURLAP ; ROPE FROM TOP 1/3 OF THE BALL NOTE SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL 1'i NOT TO SCALE I. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT GUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BAGKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2` ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BAGKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GRE REMOVE ALL BURLAP AND NAILS FROt 1/3 OF THE BALL. REMOVE ALL TWINE. 5. PLUMB AND BAGKFILL WITH BAGKFILL SOIL. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 1. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. B CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE NOTE GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- l ro° POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7' ROLLED STEEL POSTS (MNDOT 3401) Ca 180° O.G. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE 2 12 ' UNIFORM ORIENTATION OF GUY 12 LINES AND STAKES b GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-6" SHREDDED BARK MULCH EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOIL LANDSCAPE PLAN NOTES 1. EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION START. ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OR APPROVING ANY ADDITIONAL WORK REQUIRED. 2. UTILITY LOCATES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION LINES, AT LEAST 48 HOURS BEFORE EXCAVATING OR IN ACCORDANCE WITH STATE LAW. IN MINNESOTA, CALL GOPHER STATE ONE -CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC UNDERGROUND UTILITY LINES. ALL LOCATES AND ITEMS NOTED AS 'FIELD VERIFY' ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR AT THEIR EXPENSE. 3. PERMITS. CONTRACTOR SHALL VERIFY WITH THE OWNER/LANDSCAPE ARCHITECT THAT THE REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. EXISTING ITEMS TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING PAVEMENT, STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE (AT CONTRACTOR'S EXPENSE) TO EXISTING ITEMS TO REMAIN. 5. CONSTRUCTION STAGING AND ACCESS. CONTRACTOR SHALL VERIFY THE LOCATION FOR CONSTRUCTION STAGING AND SITE ACCESS WITH THE OWNER/LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PEDESTRIAN AND VEHICLE ACCESS WITHIN AND ADJACENT TO THE SITE THROUGHOUT THE CONSTRUCTION PERIOD UNLESS OTHERWISE NOTED. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE PERMITTED. ALL WASTE AND/OR UNUSED MATERIAL SHALL BE PROMPTLY REMOVED FROM THE SITE. 6. SITE REMOVALS. REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS. ALL ITEMS NOTED TO BE REMOVED SHALL BE COMPLETED BY THE CONTRACTOR AND IMMEDIATELY DISPOSED OF OFF -SITE, IN ACCORDANCE WITH LOCAL REGULATIONS, UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER/LANDSCAPE ARCHITECT FOR ANY ITEMS NOTED AS 'REMOVED BY OTHERS' OR 'REMOVE AND SALVAGE.' 7. UTILITY COORDINATION. REFER TO CIVIL PLAN SHEETS FOR INFORMATION RELATED TO PROPOSED UTILITIES. COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND SITE LIGHTING. 8. CONSTRUCTION STAKING. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE COURSE OF THE PROJECT. 9. DIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT/WALKWAY, OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 10. PLAN QUANTITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MATERIAL QUANTITIES PER PLAN. MATERIAL SCHEDULES ARE PROVIDED SOLELY FOR CONTRACTOR'S CONVENIENCE. 11. REFERENCE SPECIFICATIONS. THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS PROJECT ACCORDING TO THE FOLLOWING ORDER: 1. ADDENDA, WITH THOSE OF A LATER DATE HAVING PRECEDENCE OVER THOSE OF AN EARLIER DATE. 2. LANDSCAPE SPECIFICATIONS. 3. PLAN DRAWINGS. 4. PLANT / MATERIAL SCHEDULES. 5. CITY STANDARD SPECIFICATIONS AND DETAILS. 6. MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. 4 INCHES MULGH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) F SHRUB IS B ; B, THEN Z 12 REMOVE BURLAP ; ROPE F FROM TOP 1/3 OF BALL BAGKFILL MIX UNDISTURBED SUBSOIL C SHRUB & CONTAINER PLANTING DETAIL NOT TO SCALE CALL BEFORE YOU DIG • • 0 O Know what's below. Call before you dig. J Q x Z_ W CC Z f La Z N Z > x U GC t9 > x W Z U) W J N m z OQ � O U or LU O I D rn w^ Z LU O1 ?: M x � X Z G o V 01 Uof W Co x 0. "i o of J CD W M 1- r� V Z M J 13 j ro a N O W a m c V tie W O Z W = a J V J J r� z V Z� Q � M 0 J Q LQ O `n _ ra z Q C Z IL 01 Q Ln 0 J fV = rn w/ M O FBI REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 7/30/2021 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 Landscape Architect under the laws of the State of Minnesota Name: Ryan J. Ruttger, RLA Signature:�� Date:7/30/2021 License #: 56346 L1 of 2 LANDSCAPE PLAN ENLARGEMENT LANDSCAPE SPECIFICATIONS 1. TREE PROTECTION. ALL TREES NOT SPECIFICALLY NOTED OR MARKED ON SITE FOR REMOVAL SHALL REMAIN PROTECTED AND UNDISTURBED DURING CONSTRUCTION. TREE PROTECTION SHALL EXTEND TO THE DRIP LINE, WITHIN WHICH NO CONSTRUCTION ACTIVITY, MATERIAL STORAGE, OR VEHICLE PARKING SHALL BE PERMITTED. TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO CONSTRUCTION START PER PLANS OR AS DIRECTED BY OWNER/LANDSCAPE ARCHITECT AND SHALL CONSIST OF 4' TALL HEAVY DUTY ORANGE CONSTRUCTION FENCING WITH 6' STEEL FENCE POSTS SPACED 6' O.C. MAX. 2. EROSION CONTROL. REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND TEMPORARY AND PERMANENT STORMWATER BMPS, INCLUDING SILT FENCE, BIO-ROLLS, INLET PROTECTION, EROSION CONTROL BLANKETING, DUST CONTROL, SWEEPING AND ROCK CONSTRUCTION ENTRANCE. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT STABILIZATION IN ACCORDANCE WITH THE LANDSCAPE PLAN WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED. IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS, TEMPORARY STABILIZATION BMPS MUST BE IMPLEMENTED WITHIN 7 DAYS USING. 3. CLEARING AND GRUBBING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING ALL AREAS INDICATED AS BEING DISTURBED OR OTHERWISE SHOWN ON PLANS. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL AND DISPOSAL OF ALL TREES, STUMPS, BRUSH, GRASS, ROOTS AND OTHER ORGANIC MATERIAL AT AN APPROVED OFF -SITE DISPOSAL LOCATION. 4. SOIL PREPARATION. REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS, AMENDMENTS OR ADDITIONAL INFORMATION (IF APPLICABLE). EXISTING TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN AN APPROVED LOCATION FOR RE -SPREAD. ALL AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED TO BE SODDED, SEEDED OR PLANTING BED SHALL BE DE -COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BY SOIL RIPPING, TILLING OR OTHER APPROVED SOIL LOOSENING METHOD. 5. TOPSOIL MATERIAL. ALL EXISTING, AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF MNDOT TOPSOIL TYPE A. A MINIMUM 4 INCH DEPTH OF TOPSOIL SHALL BE PLACED ON ALL AREAS TO BE SODDED OR SEEDED. A MINIMUM 12 INCH DEPTH OF TOPSOIL SHALL BE PLACED WITHIN ALL PLANTING BED AREAS. ALL TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE. TOPSOIL GRADES SHALL BE WITHIN .1 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. REFER TO CIVIL PLAN SHEETS FOR FILTRATION BASIN SOIL REQUIREMENTS. 6. SEEDING AND TURF ESTABLISHMENT. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SEEDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR TO SEEDING.. SEEDS SHALL BE SOWED IN 2 PERPENDICULAR PASSES, EACH PASS AT ONE-HALF THE INDICATED RATE, VIA BROADCAST SPREADER, DROP SEEDER OR DRILL SEEDER. FOLLOWING SEED APPLICATION, INSTALL TYPE 3N EROSION CONTROL BLANKET ON ALL SLOPES GREATER THAN 4:1.IN ALL OTHER AREAS, APPLY HYDROMULCH COVER (MUST BE A SEPARATE OPERATION FROM SEEDING) AT A TARGETED DRY WEIGHT RATE OF 3500 LBS PER ACRE. SOIL SHALL BE KEPT MOIST DURING ESTABLISHMENT WITH ADDITIONAL RE -SEEDING AS NECESSARY TO ACHIEVE A HEALTHY, UNIFORM STAND OF GRASS, FREE OF WEEDS AND WITH COVERAGE EXCEEDING 75% IN ANY 10'x10' AREA PRIOR TO FINAL ACCEPTANCE. 7. SODDING. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SODDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR TO SODDING AND ROLL TOPSOIL TO CREATE A UNIFORM SURFACE FOR LAYING SOD. SOD SHALL NOT BE CUT MORE THAN 24-HOURS IN ADVANCE OF INSTALLATION. CONTRACTOR SHALL KEEP SOD MOIST FOR A MINIMUM OF 30 DAYS AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. 8. PLANT MATERIAL. 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. OWNER/LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. NO SUBSTITUTION OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. PLANT MATERIAL SUBSTITUTIONS. ALL REQUESTS FOR PLANT SUBSTITUTIONS SHALL BE MADE IN WRITING TO THE OWNER/LANDSCAPE ARCHITECT AND MUST BE APPROVED BY THE CITY. 10. PLANT INSTALLATION AND ESTABLISHMENT. REFER TO STANDARD PLANTING DETAILS. CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL BY OWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. 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. 11. MULCH MATERIAL. DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PLANS. ALL MULCH SHALL BE CLEAN AND FREE OF NOXIOUS WEEDS, SOIL, OR OTHER DELETERIOUS MATERIAL, AND SHALL BE INSTALLED OVER A NON -WOVEN GEOTEXTILE FABRIC (INCIDENTAL) OR OTHER APPROVED WEED BARRIER TO A MINIMUM SETTLED DEPTH OF 4". MULCH SHALL BE HELD BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3". WOOD MULCH SHALL BE PLACED AROUND INDIVIDUAL TREES TO A 4' MINIMUM DIAMETER. MULCH SHALL BE INSTALLED WITHIN 48-HOURS OF PLANT INSTALLATION. 12. LANDSCAPE EDGING. INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF. EDGING SHALL BE COMMERCIAL GRADE BLACK POLYETHYLENE OR VINYL EDGING, 0.1 INCH THICK BY 5 INCHES DEEP, V-LIPPED BOTTOM, HORIZONTALLY GROOVED, 1-INCH ROUND TOP, EXTRUDED IN STANDARD LENGTHS, WITH 9-INCH STEEL ANGLE STAKES. 13. IRRIGATION. DESIGN, FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM APPROVED POINTS) -OF -CONNECTION WITHIN THE SITE COVERING ALL TURF AND PLANTING AREAS AS SHOWN ON THE LANDSCAPE PLAN. INCLUDES FLOW/PRESSURE TESTING, PLANS WITH DESIGN CALCULATIONS, AS -BUILT DRAWINGS, LABOR, MATERIALS, EQUIPMENT, AND SERVICES FOR THE TESTING, ADJUSTING, RETESTING AND READJUSTING AS REQUIRED TO PLACE THE SYSTEM IN AN APPROVED OPERATING CONDITION. THE IRRIGATION SYSTEM SHALL INCLUDE THE DESIGN AND INSTALLATION OF THE FOLLOWING: PIPING, METER AND BACKFLOW ASSEMBLIES, SPRINKLER HEADS, CABINETS, VALVES AND VALVE BOXES, CONTROLLERS, CONTROL WIRING, FITTINGS, ELECTRICAL CONNECTIONS, QUICK -COUPLERS, ALL OTHER NECESSARY ACCESSORIES, SYSTEM MANUALS, 1-YEAR MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION AND 1 SPRING START-UP. IRRIGATION PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO OWNER/LANDSCAPE ARCHITECT FOR APPROVAL. 14. MAINTENANCE. 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 MOWING, TRIMMING, WATERING, FERTILIZING, WEED AND PESTICIDE CONTROL, 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 RETAIN RESPONSIBILITY FOR ALL PLANT MATERIAL THROUGH THE COMPLETION OF THE WARRANTY PERIOD. 15. WATERING. UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS, CONTRACTOR SHALL MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS AND TURF AREAS A MINIMUM OF ONCE A WEEK. MORE FREQUENT WATERING MAY BE REQUIRED DURING PERIODS OF HOT, DRY WEATHER. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. IN THE ABSENCE OF PERMANENT IRRIGATION, TEMPORARY IRRIGATION, TREE WATERING BAGS, OR HAND -WATERING ARE ACCEPTABLE. 16. NATIVE PLANT ESTABLISHMENT. THIS PROJECT INCLUDES ONE OR MORE NATIVE PLANT SEED MIXES CONSISTING OF A VARIETY OF GRASSES, SEDGES AND FLOWERING FORBS. BECAUSE THESE PLANTS TYPICALLY HAVE A LONGER GERMINATION PERIOD, A COVER CROP SPECIES IS REQUIRED TO PROVIDE TEMPORARY COVER AND STABILIZATION. MAINTENANCE OF THESE SEEDED AREAS IS CRITICAL DURING THE FIRST SEVERAL YEARS TO ESTABLISH A SUCCESSFUL NATIVE PLANT COMMUNITY. SEEDED AREAS SHALL BE MOWED / WEED -WHIPPED TO A HEIGHT OF 6-10 INCHES IN MID-JULY AND EARLY SEPTEMBER DURING THE FIRST 2-3 YEARS OF ESTABLISHMENT. IN ADDITION, ALL NON-NATIVE SPECIES / WEEDS SHALL BE SPOT SPRAYED NO LESS THAN 3 TIMES A YEAR WITH HERBICIDE BY A LICENSED APPLICATOR. RE -SEEDING AS NECESSARY SHALL OCCUR IN MAY. A NATIVE PLANT COMMUNITY SHALL BE CONSIDERED SUCCESSFULLY ESTABLISHED NO SOONER THAT 3 YEARS AFTER INITIAL SEEDING - ONCE THE COVER CROP HAS BEEN SUFFICIENTLY REPLACED BY NATIVE PLANTS AND THE AREA IS FREE OF ALL NON-NATIVE AND INVASIVE SPECIES. AT THIS TIME, MAINTENANCE CAN BE REDUCED TO MOWING / WEED -WHIPPING TO A HEIGHT OF 6-10 INCHES ONCE A YEAR IN EARLY SEPTEMBER AND SPOT SPRAYING OF HERBACIDE ONLY AS NEEDED. 17. FINAL ACCEPTANCE. UPON SUBSTANTIAL COMPLETION OF THE WORK, CONTRACTOR SHALL REQUEST FINAL ACCEPTANCE OF THE WORK IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT. IF ANY WORK IS FOUND TO BE INCOMPLETE OR UNSATISFACTORY IN THE OPINION OF THE OWNER/LANDSCAPE ARCHITECT, A WRITTEN PUNCH LIST WILL BE PREPARED LISTING ALL ITEMS THAT REQUIRE COMPLETING OR CORRECTING BEFORE FINAL ACCEPTANCE. 18. WARRANTY. ALL PLANTS, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND MATERIAL. 0 5 10 20 ( IN FEET ) PLANT 5CHEDULE TREES CODE CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER • FM 8 Acer x freemanii 'Sienna' Sienna Glen Maple 2.5" Cal. B&B :. RB 6 Betula nigra Clump Form, 2.5" Cal Equivalent River Birch Multi -Trunk 10' Ht. B&B • WO 4 Quercus bicolor Swamp White Oak 2.5" Cal. B&B • BL 4 Tilia americana 'Boulevard' Boulevard Linden 2.5" Cal. B&B CONIFEROUS TREES CODE CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER BF 7 Abies balsamea Balsam Fir 6' Ht. B&B • _ BH 15 Picea glauca densata Black Hills Spruce 6' Ht. B&B ORNAMENTAL TREES CODE CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER SIB 19 Amelanchier x grandiflora Autumn Brillianc(In Brilliance'ClumpForm, 1.5" Cal Equivalent Autumn Brilliance Serviceberry 7 Ht. B&B JL 3 Syringa reticulata 'Ivory Silk' White Flowers Ivory Silk Japanese Tree Lilac 1.5" Cal. B&B SHRUBS CODE CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER 0 RTD 10 Cornus sericea 'Alleman's Compact' Dwarf Red Twig Dogwood #3 Cont. 0 ABH 27 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea #3 Cont. OLILA 42 Rhododendron x 'Lemon Lights' Lemon Lights Azalea #3 Cont. 0 APC 10 Ribes alpinum Alpine Currant #3 Cont. SPG 38 Spiraea x bumalda ' Goldflame' Goldflame Spirea #3 Cont. Gold Foliage, Red Flowers EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER JSG 7 Juniperus chinensis 'Sea Green' Sea Green Juniper #5 Cont. YEW 11 Taxus x media 'Tauntonii' Tauton Yew #5 Cont. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER 00 00 0o Oo 0o O 0 00 00 00 00 0o 0 0 0 0 0 0 o 0 0 0 o °Oo�°Oo� °Oo� ROCK 2,090 sf Rock Mulch 1.5" Trap Rock Mulch 4" Depth O O( O( O � O O Non -Woven Geotextile Incidental 0 0 0 0 0 0 0 0 0 0 c SOD 6,754 sf Turf Sod Bluegrass Kentucky Bluegrass sod Type IV - Buffer Seed Mix TIV 19,716 sf Refer to notes for acceptable seeding MnDOT Seed Mix 35-241 seed methods. Seeding Rate 55.0 Ib/ac J Q 0 Z LU U Z f W - Z Z U Z LU ix > X C9 W U Z Z ? Z W N) W J O m J Z Q O U 0N Lh ui ^ Z W > M . Q ^ X W IL FO O V � U QCD W X It M a O ^ Cf OD J W M H Z H J 13 j ro a �o W a m c V tie Vi u, � H � Z W = a J V V J J (� z Z� 00 Q � M o J Q LQ O Ln _ ra z Q C Z LL 0) Q Ln :3 J fV = w/ M O \V REVISIONS 1. 12/9/21 per City Comments. 2. 3. 4. 5. 6. DRAWN BY: RJR DESIGNED BY: RJR ISSUE DATE: 7/30/2021 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 Landscape Architect under the laws of the State of Minnesota Name: Ryan J. Ruttger, RLA Signature: Q Date:7/30/2021 License #: 56346 L2 of 2 1 1 2 1 3 1 4 1 5 1 6 1 7 1 1 2 24'-0"Wx 16'-0"H OH DOOR D3 A300 24'-0"Wx 16'-0"H OH DOOR FLOOR PLAN - FIRST FLOOR 1 /16" = 1'-0" 3 B1 A300 230'-0"3 60'-0" 60'-0" 60'-0" 50'-0" 96'-0" C3 A300 OH DOORS OH DOORS A300 OH DOORS 0 0 N I 4 1 5 1 6 1 7 un 0 Izi Ln Ln z J 0 r Q w z � z w z w C3) w w Q Q J LLJ N rm C3) m N m I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the MINNESOTA 0-ntzell Date: ' 8 Reg. No: 15125 NO. DESCRIPTION DATE Revisions SITE PLAN REVIEW 7/30/2021 VICTOR LAND HOLDINGS BUILDING7 MANUFACTURING FLOOR PLAN - FIRST FLOOR Project number 21009.00 Date 7/30/2021 Drawn by ZHF Checked by MW Q N N Al 00 Scale 1 /16" = 1'-0" IN 0 N 1 1 2 1 3 1 4 1 5 1 6 1 7 1 1 2 FLOOR PLAN - MEZZANINE U 1 /16" = 1'-0" 3 B1 A300 230'-0"3 60'-0" 60'-0" 60'-0" 50'-0" 96'-0" 0 0 N E2 A300 4 1 5 1 6 1 7 Ln 0 Izi Ln Ln z J 0 r r*40*14 0— Q w z 0 z w Z w C3) w w Q Q J LLi N rm C3) m N m I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the MINNESOTA O-ntzell Date. ' , 8 Reg. No: 15125 NO. DESCRIPTION DATE Revisions SITE PLAN REVIEW 7/30/2021 VICTOR LAND HOLDINGS BUILDING7 MANUFACTURING FLOOR PLAN - MEZZANINE E Project number 21009.00 Date 7/30/2021 Drawn by ZHF Checked by MW Q N Al 10 co N Scale 1 /16" = 1'-0" IN CD C�J N 6 1 7 1 2 n5 T.O. PRECAST 130' - 0" MEZZANINE_ 113' - 2" FIRST FLOOR 100, - 0" NORTH ELEVATION 3/32" = V-0" KEYNOTES - ELEVATIONS 01 INSULATED PRECAST PANEL WITH INSET RELIEF PATTERN; MATCH COLOR AND TEXTURE AT EXISTING BUILDING'S; COLOR SHOWN IS APPROXIMATE 02 HORIZONTAL RELIEF IN FACE OF PANEL, TYP. 03 NOT USED. 04 NOT USED 05 PREFINISHED ALUMINIUM STOREFRONT 06 PREFINISHED METAL ROOF COPING 07 HOLLOW METAL DOOR & FRAME, PAINTED 08 ENTRY CANOPY 09 NOT USED 10 POTENTIAL SIGN LOCATION 11 2" INSULATED OVERHEAD SECTIONAL DOOR; PREFINISHED EAST ELEVATION 3/32" = 1'-0" M EZZAN I N 113' - 2" WEST ELEVATION 3/32" = 1'-0" 3 4 5 n4 n3 \-/ I 06 05 I t t 10 I I I 6'-0" TYP. o a E ED I - - - n n 02 01 1 2 3 4 5 06 05 I I I I I Now I E2 SOUTH ELEVATION 3/32" = 1'-0" 1 2 107i 11 11 01 11 3 4 01 11 07 11 T.O. PRECAST All 130' - 0" MEZZANINE 113' - 2" FIRST FLOORAL 100, - 0" T.O. PRECAST 130'-0" FIRST FLOOR 100' - 0" T.O. PRECAST OIL 130' - 0" FIRST FLOOR 100, - 0" 5 6 1 7 un O d Ln Ln z J O r Q w z w z w C3) w LLI Q Q J w N rm C3) m CV m I hereby certify this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the MINNESOTA `O O O--ntzell Date: ' 10, 8 Reg. �N15125 O NO. DESCRIPTION DATE Revisions SITE PLAN REVIEW 7/30/2021 VICTOR LAND HOLDINGS BUILDING7 11101Anll I1177A0TI IE)Inlr' EXTERIOR ELEVATIONS Project number 21009.00 Date 7/30/2021 Drawn by ZHF Checked by MW Q N A300 Scale 3/32" = 1'-0" IN 0 N -Al . 08" OF, I !Ifr Fj t 44� 4. lill -ILL AN6 ri oe 6l D L] 0 W I I