The URL can be used to link to this page

ITEM 3.2TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCq-PPlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP RE: Otsego — Bury Industrial Park/Lot 1, Block 1 Site & Building Plan/CUP REPORT DATE: 14 July 2017 ACTION DATE: 14 August 2017 TPC FILE: 101.02 BACKGROUND Bury Industries, LLC has submitted plans to preliminary plat 77.02 acres located north of 70th Street and west of Kadler Avenue for industrial development. The proposed development included final platting one lot for construction of the developer's fabrication business, which includes outdoor storage of metal supply. The proposed development requires consideration of applications for preliminary plat, final plat, site and building plan review, interim use permit, and PUD -CUP. A public hearing has been noticed for the Planning Commission meeting on 17 July 2017 to consider the applications. Exhibits: Site location map Development Package dated 06/14/17 (17 sheets) Final plat (2 sheets) ANALYSIS Zoning. The subject site is zoned A-1, Agriculture Rural Service District. The current zoning designation is consistent with the interim land use policies of the 2012 Comprehensive Plan to maintain agriculture district zoning for undeveloped parcels until such time as a development plan for the urban land uses guided by the 2012 Future Land Use Plan is proposed and approved. The proposed preliminary plat requires consideration of a Zoning Map amendment to rezone the subject site from A-1 District to 1-2, General Industrial District. The proposed development of Lot 1, Block 1 of the final plat within the 1-2 District also requires consideration of an Interim Use Permit allowing outdoor storage and a PUD -CUP related to the proposed site plan. Consideration of the Zoning Map amendment is subject to the criteria outlined in Section 20-3-2.F of the Zoning Ordinance and the interim use permit and PUD -CUP subject to the criteria outlined in Section 20-4-2.F of the Zoning Ordinance below: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan guides the subject site for future industrial land uses within the west sanitary sewer district. The proposed development of a 77.02 acre industrial park is consistent with the Future Land Use Plan and the City's goals to encourage industrial development to create employment opportunities and expand tax base within the City. The proposed use's compatibility with present and future land uses of the area. Comment: The table below summarizes existing and planned land uses surrounding the subject site. The proposed development of an industrial park and Lot 1, Block 1 of the final plat with a fabrication use including outdoor storage will be compatible with existing and planned land uses in the area. Direction Land Use Plan Zoning Map Existing Use North Industrial A-1 District Agriculture Rural residential dwellings East Office/Warehouse A-1 District Agriculture Rural residential dwelling South Industrial Commercial 1-2 District A-1 District Industrial Undeveloped West Industrial A-1 District Agriculture The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The development of the preliminary plat, final plat, and Lot 1, Block 1 of the final plat will comply with the provisions of the Zoning Ordinance, Subdivision Ordinance, Engineering Manual, and City Code as applicable. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 2 Comment: The subject site will be accessed from Kadler Avenue. Kadler Avenue is designated by the 2012 Transportation Plan (as amended) as a minor arterial roadway. The City has initiated an improvement project to upgrade Kadler Avenue to an industrial section roadway consistent with the requirements of the Engineering Manual and Subdivision Ordinance. Upon completion of the City improvement project, Kadler Avenue will have adequate capacity to accommodate traffic generated by the proposed development. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the West Sewer District where the City anticipates immediate development of the uses guided by the Future Land Use Plan. Sanitary sewer and water utilities are available with capacity to service the proposed development, together with other City services as required. Subdivision: The developer has submitted a preliminary plat of 20 lots and one outlot together with a final plat of one lot and three outlots as the first phase of development. • Right -of -Way. The preliminary plat and final plat provides for dedication of right-of- way for Kadler Avenue abutting the subject site and 73rd Street within the subdivision. The west 75 feet of the Kadler Avenue right-of-way required for a minor arterial street is shown on the preliminary and final plat. No direct access to Kadler Avenue is allowed. The right-of-way within the subject site for access to the individual lots is 80 feet in width as required by the Subdivision Ordinance and Engineering Manual. The right-of- way for 73rd Street extends through the subject site to the west plat line to allow for continuation of public streets through adjacent properties as required by the Subdivision Ordinance for access and circulation purposes. The preliminary plat must be revised to provide for extension of right-of-way (and street) through Block 1 to provide access to land on the abutting parcel to the north than cannot be accessed from Kadler Avenue due to intersection spacing requirements. All rights-of-way are subject to review and approval of the City Engineer. • Streets. Kadler Avenue from 70th Street to the north plat line and the initial section of 73rd Street are being constructed as a City project. The developer will agree to pay a proportional share for the construction of Kadler Avenue as outlined in the project feasibility report approved by the City Council and terms drafted by the City Attorney in the development agreement. The developer will pay 100 percent of the costs for construction of 73rd Street. The developer has requested that their proportional share of the Kadler Avenue project and the costs for 73rd Street be assessed. The terms of the assessment will be established in the development agreement drafted by the City Attorney. 3 Both Kadler Avenue and 73rd Street will be constructed as a 46 foot wide urban section roadway having two 12 foot drive aisles and 11 foot wide shoulders between curb and gutter with 10 ton capacity as required by the Subdivision Ordinance and Engineering Manual. There are no sidewalks or trails being constructed adjacent to either street at this time. A temporary cul-de-sac at the terminus of 73rd Street will be constructed to provide access to Lot 1, Block 1 of the final plat, until future phases of Outlots A and B of the final plat are platted as Lots/Blocks and 73rd Street extended. The developer must provide a temporary roadway easement for the temporary cul-de-sac that terminates with extension of 73rd Street. All street construction plans are subject to review and approval of the City Engineer as part of the City improvement project. • Lot Requirements. The lots within the preliminary plat are subject to the requirements of the 1-2 District, which establishes a minimum lot area of 2 acres and minimum lot width of 200 feet in Section 20-86-8.A and B of the Zoning Ordinance. The developer is proceeding to final plat Lot 1, Block 2 (shown as Lot 1, Block 1 on the final plat) as a 12.51 acre, 940 foot wide lot for the first phase of development. The other 19 lots shown on the preliminary plat exceed the 2 acre minimum area requirement and are each 200 feet in width to establish entitlements for the maximum number of lots. It is expected that subsequent final plats will adjust the lot layout shown on the preliminary plat to provide larger lots suitable for each user. • Easements. Section 21-7-15.A of the Zoning Ordinance requires 10 foot perimeter easements be dedicated at the perimeter of each lot. The preliminary plat must be revised to illustrate the required easements. The proposed final plat includes dedication of drainage and utility easements as required by the Subdivision Ordinance at the perimeter of Outlot B and C on the final plat. Drainage and utility easements are shown on the north/east/south perimeter of Outlot A on the final plat and the north/west/south perimeter of Lot 1, Block 1 on the final plat. The final plat must be revised to dedicate a 10 foot wide drainage and utility easement 5 feet each side of the common lot line between Outlot A and Lot 1, Block 1 on the final plat. Drainage and utility easements and a conservation easement must also be shown over the wetland and required 20 foot wetland buffer within Lot 1, Block 1 on the final plat as described above. • Park and Trail Dedication. The proposed final plat requires satisfaction of park and trail dedication fees as established by Section 21-7-18 of the Subdivision Ordinance. The 2012 Future Parks and Trails Plan does not identify acquisition of land for public park facilities within the area of the subject site. A trail is identified for future construction along Kalder Avenue. However, as the section of roadway is only one-half mile long and there are no other trail connections, construction of the trail will be deferred. Satisfaction of park and trail dedication requirements for the proposed final plat will be met as payment of a cash fee in lieu of land based on the area of Lot 1, Block 1 and right-of-way for 73rd Street as shown on the final plat at the time the development agreement is executed. M Lot 1, Block 1 (final plat). The developer is proposing development of Lot 1, Block 1 of the final plat with a 32,000 square foot building and outdoor storage for a fabrication use. • Principal use. The principal use of the proposed building will be for a steel fabrication business. The 1-2 District allows fabrication uses as a permitted use. • Outdoor storage. The site plan illustrates an outdoor storage area to the south and west of the proposed principal building, which is allowed as an interim use within the 1-2 District. The outdoor storage is to be surfaced with gravel. The proposed material is suitable to control dust and drainage within the subject site while accommodating storage of metal and movement of the stored supplies by equipment. The specifications for the outdoor storage surface are subject to review and approval of the City Engineer. The outdoor storage area is partially screened from view from 73rd Street and Kadler Avenue by the principal building. The landscape plan includes maple trees at the perimeter of the entire site; these trees should be replaced by evergreen trees along the west lot line and east line of the outdoor storage area for more effective year- round screening to be consistent with the requirements of the Zoning Ordinance. • Building Design. The proposed 32,000 square foot principal building is to be constructed of precast insulated concrete panels as a single story 35 foot high building. Section 20-17-4.E of the Zoning Ordinance requires buildings within the 1-2 District to utilize a minimum of 75 percent grade A, B, or C exterior materials specified in Section 20-17-4.B.1 of the Zoning Ordinance. Precast insulated concrete panels are defined as a Grade B material. The exterior materials of the proposed principal building comply the requirements of the Zoning Ordinance. The proposed building is to be painted with complementary colors in varied sections to provide visual relief for the mass of the structure. The 1-2 District allows a maximum building height of 48 feet, which the proposed building complies with. • Landscaping. The submitted plans include a landscape plan that proposes significant quantities of plantings at the perimeter of the site and within the yards surrounding the principal building and outdoor storage area. The quantities and types of plantings illustrated on the landscape plan are appropriate for the subject site, conditioned upon the comments above regarding screening of the outdoor storage areas, and comply with the requirements of Section 20-19-2 of the Zoning Ordinance. The sizes of the proposed plantings included on the landscape plan comply with Section 20-19-3 of the Zoning Ordinance. The plantings to the east of the outdoor storage area are within Outlot A, which is to be deeded to the City. The plantings can remain but will be subject to a maintenance agreement with the property owner. Section 5-7-3.B.4.b of the Zoning Ordinance requires installation of an irrigation system within turf areas of the subject site to provide for maintenance of the plantings. • Lot Coverage. Section 20-86-9 of the Zoning Ordinance limits building coverage within the 1-2 District to 50 percent of the lot area. The proposed 32,000 square foot building 9 is equal to 5.9 percent of the 12.51 acre subject site. The proposed site plan complies within the lot coverage limits established by the Zoning Ordinance. • Setbacks. The table below summarizes required setbacks applicable to the subject site for principal and accessory structures and uses. The storage area is setback only 10 feet from the east property line abutting Outlot A. As Outlot A will be deeded to the City for stormwater management purposes, the reduced setback has no negative impacts. The proposed building is setback only 20 feet from the wetland to the north. The 40 foot setback required by Section 20-16-5.F of the Zoning Ordinance is intended to provide for a 20 foot usable yard between the required 20 foot wide wetland buffer and the principal building, which would apply primarily to residential properties. City staff recommends approving the setback encroachments shown on the site plan with the requested PUD -CUP. Off -Street Parking. Access to the subject site is provided from a single driveway to 73rd Street. The driveway is 24 feet wide as allowed by Section 20-21-4.H.7.b of the Zoning Ordinance, with an expanded radius on the east side at the street intersection to allow for semi-tractor/trailer turning movements. The proposed access is subject to review and approval of the City Engineer. Manufacturing uses are required to provide one off-street parking stall per 7,500 square feet of building area, plus parking based on the number of employees (which will vary over time). Based on the 32,000 square foot area of the proposed building, a minimum of 5 off-street parking stalls are required. The site plan provides 21 parking stalls including two van accessible disability stalls as required by ADA standards. The number of parking stalls will be adequate for the proposed building area and the site has sufficient area to accommodate expansion as needed. The parking stalls are designed as 20 feet deep by 9 feet wide accessed by drive aisles a minimum of 24 feet in width for two-way traffic. The drive aisle and parking stalls are surfaced with asphalt and surrounded on by perimeter curb, except there is no curb along the south line for the transition to the outdoor storage area. The site plan must be revised to provide ribbon curb at this transition, subject to review and approval of the City Engineer. The dimensions and design of the off-street parking area comply with Section 20-21-4.1-1 of the Zoning Ordinance. I 73" St. East South West Wetland Parking ROW Side/ Rear Required 30ft. 20ft. 25ft. 20ft. 40ft. 15ft. 5ft. Building 280ft. 365ft. 220ft. 240ft. 25ft. 245ft. 130ft. Storage 180ft. 10ft. 40ft. 20ft. NA The storage area is setback only 10 feet from the east property line abutting Outlot A. As Outlot A will be deeded to the City for stormwater management purposes, the reduced setback has no negative impacts. The proposed building is setback only 20 feet from the wetland to the north. The 40 foot setback required by Section 20-16-5.F of the Zoning Ordinance is intended to provide for a 20 foot usable yard between the required 20 foot wide wetland buffer and the principal building, which would apply primarily to residential properties. City staff recommends approving the setback encroachments shown on the site plan with the requested PUD -CUP. Off -Street Parking. Access to the subject site is provided from a single driveway to 73rd Street. The driveway is 24 feet wide as allowed by Section 20-21-4.H.7.b of the Zoning Ordinance, with an expanded radius on the east side at the street intersection to allow for semi-tractor/trailer turning movements. The proposed access is subject to review and approval of the City Engineer. Manufacturing uses are required to provide one off-street parking stall per 7,500 square feet of building area, plus parking based on the number of employees (which will vary over time). Based on the 32,000 square foot area of the proposed building, a minimum of 5 off-street parking stalls are required. The site plan provides 21 parking stalls including two van accessible disability stalls as required by ADA standards. The number of parking stalls will be adequate for the proposed building area and the site has sufficient area to accommodate expansion as needed. The parking stalls are designed as 20 feet deep by 9 feet wide accessed by drive aisles a minimum of 24 feet in width for two-way traffic. The drive aisle and parking stalls are surfaced with asphalt and surrounded on by perimeter curb, except there is no curb along the south line for the transition to the outdoor storage area. The site plan must be revised to provide ribbon curb at this transition, subject to review and approval of the City Engineer. The dimensions and design of the off-street parking area comply with Section 20-21-4.1-1 of the Zoning Ordinance. I • Fence. The site plan illustrates a 6 foot high perimeter chain link fence that encompasses the outdoor storage area and off-street parking lot. The gate for the fence is located across the main driveway from 73rd Street. The gate is setback 160 feet from the front property line to allow stacking of vehicles off of the public street if the gate is closed. The proposed fence complies with the requirements of Section 20-19- 4.H of the Zoning Ordinance. A fence permit is required prior to installation of the fence. • Exterior Lighting. The submitted plans do not include an exterior lighting plan. The developer is required to submit a plan indicating the location, type, height, and illumination pattern of all proposed exterior lighting. All exterior lighting must comply with the provisions of Section 20-16-6 of the Zoning Ordinance. The exterior lighting plan is subject to review and approval of the Zoning Administrator prior to issuance of a building permit. • Trash. The site plan does not identify an enclosure for storage of trash and recycling containers within the subject site. Section 20-18-4.0 of the Zoning Ordinance requires an enclosure at least six feet in height and constructed of materials consistent with that used for the principal building if trash and recycling containers are to be stored outside. Plans for the trash enclosure, if outdoor storage of trash and recycling containers is planned, must be submitted prior to issuance of a building permit and are subject to review of the Zoning Administrator. • Signs. The submitted plans do not indicate proposed freestanding or wall signs. All signs must comply with Section 37 of the Zoning Ordinance. A sign permit is required prior to placement of signs upon the subject site. Grading. The developer has submitted a grading plan for development of the subject site, including development of Lot 1, Block 1 of the final plat. Grading for construction of Kadler Avenue and 73rd Street is being coordinated with the City Engineer as part of the City improvement project. The submitted plans include a wetland delineation report for the subject site that identifies a number of wetlands being impacted and those that will be maintained. Wetlands to be preserved must be overlaid by conservation and drainage and utility easements that includes a 20 foot buffer area as required by Section 20-16-5.F of the Zoning Ordinance. The grading plan establishes a regional drainage basin at the southeast corner of the subject site for development of Lot 1, Block 1 and construction of Kadler Avenue and 73rd Street. Outlot A will be deeded to the City for long term ownership and maintenance as required by Section 21-7-15.D of the Subdivision Ordinance. The developer must pay a storm water impact fee for Otsego Creek as part of the development agreement as a condition of final plat approval. Utilities. Municipal sanitary sewer and water utilities are available to the subject site. The submitted plans include a utility plan for extension of sanitary sewer and water utilities within the 73rd Street right-of-way to serve the lots within the preliminary plat. The initial phase of 7 utility will be constructed as part of the City improvement project, coinciding with development of Lot 1, Block 1 of the final plat. The developer will pay all costs for extension of lateral sanitary sewer and water utilities. The developer will also pay utility availability charges for sanitary sewer and water with approval of the final plan in accordance with Chapter 6, Section 1 of the City Code. Utility connection charges for each lot final will be collected at the time a building permit is issued based on the specific use to be developed in accordance with Chapter 6, Section 1 of the City Code. All utility plans are subject to review and approval of the City Engineer. Development Agreement. The developer is required to enter into a development agreement with the City upon approval of the final plat addressing the City project assessments, memorializing entitlements to phased development of the preliminary plat, and providing for all required securities, fees, and other conditions of approval. The City Attorney will draft the development agreement and it is subject to City Council approval. RECOMMENDATION The proposed Bury Industrial Park and development of Lot 1, Block 1 of the final plat therein is consistent with the Future Land Use Plan and economic development goals of the 2012 Comprehensive Plan. The proposed development also complies with the requirements of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. City staff recommends approval of the applications as outlined below. POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend City Council approval of a Zoning Map amendment rezoning the subject site from A-1 District to 1-2 District based on a finding that such action is consistent with the policies of the Comprehensive Plan and criteria established by the Zoning Ordinance. B. Motion to recommend the City Council deny the application based on a finding that the application is not consistent with the Comprehensive Plan and criteria established by the Zoning Ordinance. C. Motion to table. Decision 2 — Preliminary Plat and Final Plat A. Motion to recommend City Council approval of a preliminary plat and final plat for the Bury Industrial Park, subject to the following conditions: All rights-of-way and street construction plans are subject to review and approval of the City Engineer, and: The preliminary plat shall be revised to provide for extension of right-of- way (and street) through Block 1 to provide access to the abutting parcel to the north, subject to review and approval of City staff. 2. The developer shall provide a temporary easement document for the interim cul-de-sac terminus of 73rd Street, subject to approval of City staff. 3. The developer shall pay a proportional share for the construction of Kadler Avenue as outlined in the project feasibility report approved by the City Council and 100 percent of the costs for construction of 73rd Street, including extension of sanitary sewer and water utilities, subject to the terms established in the development agreement drafted by the City Attorney and approval by the City Council. 4. Wetland(s) to be preserved within Lot 1, Block 1 of the final plat shall be overlaid by conservation and drainage and utility easements that includes a 20 foot buffer area as required by Section 20-16-5.F of the Zoning Ordinance; all wetland issues are subject to review and approval of the City Engineer. 5. All grading, drainage, and erosion control issues are subject to review and approval of the City Engineer, and: a. Outlot A shall be deeded to the City as required by Section 21-7-15.D of the Subdivision Ordinance. b. The developer shall pay a storm water impact fee for Otsego Creek as part of the development agreement as a condition of final plat approval. 6. All utility plans are subject to review and approval of the City Engineer; the developer shall pay utility availability and connection fees for the final plat and Lot 1, Block 1 of the final plat in accordance the requirements of the City Code and terms of the development agreement. 7. The preliminary plat and final plat shall be revised to provide for dedication of drainage and utility easements as required by Section 21-7-15.A of the 0 Subdivision Ordinance; all drainage and utility easements are subject to review and approval of the City Engineer. 8. The developer shall pay a cash fee in lieu of land satisfying park and trail dedication requirements for the final plat in accordance with Section 21-7-18 of the Zoning Ordinance and Section 2-4-2.D.5.c of the City Code at the time the development agreement is executed. The developer shall execute a development agreement as drafted by the City Attorney, subject to review and approval of the City Council. B. Motion to recommend the City Council deny the application based on a finding that the request does not comply with the Zoning Ordinance and Subdivision Ordinance. Decision 3 — Lot 1, Block 1 A. Motion to recommend City Council approval of a site and building plans, interim use permit for outdoor storage, and PUD -CUP for Lot 1, Block 1 Bury Industrial Park final plat, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Principal and accessory structures and uses shall be subject to the following setback requirements: 73rd St. East South West Wetland Parking ROW Side/ Rear 30ft. 20ft. 25ft. 20ft. 20ft. 15ft. 5ft. 3. Landscaping plan: The landscape plan shall be revised to replace maple trees with evergreen trees along the west lot line and east line of the outdoor storage area. b. The plantings proposed within Outlot A shall be subject to execution of a maintenance agreement with the property owner. C. The landscape plan shall specify installation of an irrigation system within turf areas of the subject site as required by Section 5-7-3.B.4.b of the 10 Zoning Ordinance requires installation, subject to review and approval of the Zoning Administrator. 4. The driveway access to Lot 1, Block 1 from 73rd Street shall be subject to review and approval of the City Engineer. 5. Ribbon curb shall be installed at the transition from the parking area to outdoor storage area, subject to review and approval of the City Engineer. 6. The specifications for the surface of the outdoor storage area shall be subject to review and approval of the City Engineer. 7. A permit is required prior to installation of the fence shown on the site plan, subject to review and approval of the Zoning Administrator. 8. A photometric lighting plan shall be submitted indicating the location, type, height, and illumination pattern of all proposed exterior lighting in compliance with Section 20-16-6 of the Zoning Ordinance and subject to review and approval of the Zoning Administrator. 9. Storage of trash and recycling containers shall be subject to the requirements of Section 20-18-4.0 of the Zoning Ordinance. 10. All signs shall comply with Section 37 of the Zoning Ordinance. 11. The developer shall execute a development agreement as drafted by the City Attorney, subject to review and approval of the City Council. B. Motion to recommend the City Council deny the application based on a finding that the request does not comply with the Zoning Ordinance. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Tom Bury, Bury Industries, LLC 11 ' WALK WIDTH PER PLANON-REINFORCED 10' MAXIMUM CONCRETE WALK 1/4•/FT. SLOPE VOLUME) SAND COMPOST MIX LINE POST, 2' I.D. REINFORCED - COMPACTED STANDARD FILL GRANULAR BASE GALVANIZED PIPE WITH COMPACTED -I SUBGRADE SECTION GALVANIZED CAP, TYP. 7/16' 1/4'R TYPICAL �z TT 3/8' MIN 318' 1/4'R = TYPICAL JOINT FILLER FULL DEPTH OF WALK CONTROLLED JOINT EXPANSION JOINT I AT 5' O.C. MAXIMUM AT 60' D.C. MAXIMUM NOT TO SCALE CONCRETE WALK & JOINT DETAILS PLATE NO. C-5002 FES FLOW 8' FLOW NOTE: '. 1. STAKES SHALL BE INSTALLED PER DOT OR THE FOLLOWING ASA MINIMUM. A. 12' x 2' x 16' WOODEN STAKES B. STAKED Q 45' WITH TOP OF STAKE POINTING UPSTREAM. C. MAX SPACING OF STAKES SHALL BE 1.0 FEET. INLET PROTECTION AT FES DETAIL _ :'. 12' GRANULAR BASE PER � :. GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT HEAVY DUTY GRAVEL PAVEMENT DETAIL C-5074 GEOTEXTILE FABRIC MIRAF1570 OR APPROVED EQUAL 7' UNREINFORCED PORTLAND CEMENT CONCRETE SLAB , #4 BARS @ 16' O.C. EACH WAY 6' COMPACTED CLASS 5* BASE (100% CRUSHED) .: • . MNDOT3138 ' COMPACTED SUBGRADE PER GEOTECHNICAL REPORT � NOTES: 1. PROVIDE CONTROL JOINTS AT 10' O.C. MAXIMUM IN BOTH DIRECTIONS 2. CONTRACTOR SHALL SUBMITJOINTING PLAN TO OWNERAND ENGINEER FOR APPROVALA MINMUM OF 10 DAYS PRIOR TO CONSTRUCTION. NOT TO `C-5000 REINFORCED CONCRETE PAVEMENT DETAIL . ' 8' COMPACTED CLASS 5 r BASE (100% CRUSHED) MNOOT 3138.. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2' BITUMINOUS WEARING COURSE MNDOT 2331, TYPE 41 BITUMINOUS TACK COAT PER MNDOT 2357 2 112'BITUMINOUS BINDING COURS� MNDOT 2331, TYPE 31 BITUMINOUS PAVEMENT DETAIL PLATE NO. C-5044 CONCRETE CURB AND GUTTER SEE DETAIL 10' MAXIMUM TOP 4' PER SPEC. (8020 BY C-5000/CS02 FOR VOLUME) SAND COMPOST MIX LINE POST, 2' I.D. REINFORCED - STANDARD FILL CONCRETE GALVANIZED PIPE WITH NETLON ATS TO BE INSTALLED PAVEMENT SECTION 4' DEEP AT A DENSITY OF ONE GALVANIZED CAP, TYP. GALVANIZED PIPE BALE PER FIVE (5) CY OF MIX VEGETATION, SEE EXPANSION ALVANI ZED CHAIN LINK 7 GAUGE REINFORCED LANDSCAPE PLANS CORNER POST. 212' I.D. ii 2'MESH, II GAUGE TENSION WIRE OR 1518" _ _v_.W.L=967.5 NW.L=965.0 _ RAIL POURED INTEGRALLY GALVANIZED CAP, WITH CURB PLAN 8612 CONCRETE TYPICAL NOTES: O> I I WHERE STREET GRADE IS 2% OR LESS, 1. DEPTH OF FOOTINGS ARE INTO NATURAL UNDISTURBED 10' GUTTER LINE. SECTION B -B lalVARIES ASTENER, TYPICAL APPROVED SUBGRADE TO HAVE EXISTING Z SOILS RIPPED 12' BELOW SUBGRADE TO A & TEST TO A MINIMUM OF 2000 P.S.I. IN 28 DAYS. I MAXIMUM COMPACTION OF BS%STD. PROCTOR MED U ASHED SAND DENSITY. SUBGRADE TOLERANCE OF 1.V -+- O m (ASTM F2396-04) PER SPEC. SUBGRADE WORK TO BE DONE BY OTHERS ANDINSTALLED- 6' HDPE PERFORATED DRAINTILE 4 OZ NON -WOVEN INV -994.0 GEOTEXTILE MIRAFI 18ON 6* OF 114' MINUS WASHED AGGREGATE B. TOP RAIL (ASTM G33-03 NO. 89)TO ENCOMPASS DRAINTILE NOT TO SCALE RING FILTRATION DETAIL PUTS NO. G3078 S. ADDITIONAL BRACING MAY BE REQUIRED. 7 GA. REINF. . ' 8' COMPACTED CLASS 5 r BASE (100% CRUSHED) MNOOT 3138.. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2' BITUMINOUS WEARING COURSE MNDOT 2331, TYPE 41 BITUMINOUS TACK COAT PER MNDOT 2357 2 112'BITUMINOUS BINDING COURS� MNDOT 2331, TYPE 31 BITUMINOUS PAVEMENT DETAIL PLATE NO. C-5044 CONCRETE CURB AND GUTTER SEE DETAIL 10' MAXIMUM 10' MAXIMUM C-5000/CS02 FOR LINE POST, 2' I.D. REINFORCED - CONCRETE GALVANIZED PIPE WITH BRACE 15/8' I.D. PAVEMENT SECTION GALVANIZED CAP, TYP. GALVANIZED PIPE EXPANSION \B JOINTS s/ EXPANSION ALVANI ZED CHAIN LINK 7 GAUGE REINFORCED CORNER POST. 212' I.D. ii 2'MESH, II GAUGE TENSION WIRE OR 1518" TOP GALVANIZED PIPE WITH CONCRETE TO BE RAIL POURED INTEGRALLY GALVANIZED CAP, WITH CURB PLAN 8612 CONCRETE TYPICAL NOTES: WHERE STREET GRADE IS 2% OR LESS, 1. DEPTH OF FOOTINGS ARE INTO NATURAL UNDISTURBED gSOIL a GUTTER LINE. SECTION B -B SECTION A -A ASTENER, TYPICAL OR TESTED & APPROVED COMPACTED FILL 2 CONCRETE FOOTINGS SHALL BE A MINIMUM 5 SACK MIX Z & TEST TO A MINIMUM OF 2000 P.S.I. IN 28 DAYS. sq STRETCHER BAR 3. THE FOLLOWING ITEMS SHALL BE FURNISHED O m ANDINSTALLED- A. EXTENSION ARM B. TOP RAIL 4. 12GA. WIRE FASTENERS SHALL BE USED. S. ADDITIONAL BRACING MAY BE REQUIRED. 7 GA. REINF. ROWN CONC. q ; WITH RUNS OVER 200'. TENSION WIRE FOOTING FOR DEPTH -S' FOR FENCE a DRAINAGE, HEIGHT OF S' OR UNDER TYPICAL DEPTH=4' W FOR FENCE ..'_ I n• I HEIGHT OVER 5' NOTTO SCALE. CHAIN LINK FENCE PLATE NO. c-4001 . ' 8' COMPACTED CLASS 5 r BASE (100% CRUSHED) MNOOT 3138.. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2' BITUMINOUS WEARING COURSE MNDOT 2331, TYPE 41 BITUMINOUS TACK COAT PER MNDOT 2357 2 112'BITUMINOUS BINDING COURS� MNDOT 2331, TYPE 31 BITUMINOUS PAVEMENT DETAIL PLATE NO. C-5044 CONCRETE CURB AND GUTTER SEE DETAIL C-5000/CS02 FOR REINFORCED - CONCRETE PAVEMENT SECTION EXPANSION \B JOINTS s/ EXPANSION `A• JOINTS ii CONCRETE TO BE CONTROLLED POURED INTEGRALLY JOINTS A WITH CURB PLAN 8612 CONCRETE CURB AND GUTTER ` of WHERE STREET GRADE IS 2% OR LESS, INVERT SHALL BE AT NORMAL GUTTER LINE. SECTION B -B SECTION A -A BURY INDUSTRIES, LLC I CLIENT PROJECT NO: J PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN I CERTIFICATION: 1WF7 AL DRIVEWAY PAN��r PLAMu�c.uaffw'f4ancntm bF wronnrm. cm artv�sucsn.ur.mrts�anm DATE DRAWN: 06/14/17 CMB DESIGNED: I CHECKED: APPROVED: AMB PDK DRAWING TITLE: DETAILS PRELIMINARY [El DRAWING NO: NOT FOR CONSTRUCTION C502 TYPICAL METAL STEP < TYPICAL STEP ALIGNMENT 3 O TYPICAL REINFORCED PLASTIC STEP NOES: ST SWM AEE BASI[ £SIaR OKY, siTPS SHALL [AEPA:O N HE RISER OR [OKK31 if2 Taut 45xa IorS WY v.Vtt fear ll£% aYPwuZ 5[Gilal P.TL < uDRwl DISTANCE Tf J Rl A91nTia0K N TIE a°.K R -S.- .Aw.RL AGT - BUH DA -T R. 3%pEci F ]DrNv„ a[Ax T',[REaSE _GI.PRL GE PL3WTTEA 01STURE OF 4 F . fa1 i]E .ALL tr- iK PISEA G7 CaE i•E OTI[E K YSTW.ES PFSE - - trCVF - TION --- DE PoIM a EIl3=DIEM. .AE W INIA01 A LGTOT. Or IPRNroTD RANKLE STFPS. 1 NR MAN DISTANTE IET1 THE NAG OR DEAi DO C1Pa Le 2fPR0l� STLPS Af£ 4�DDM4 CIT OTOSRE .ALL Li IEE AN`L GUE RXER OR cw Lkl1 n WL£a Ptasrr[,s OE I 4U5]Ffa ai DE E£NTaI raIE CF GLHON l]E sT[v. n 1K dn4. a' TEE fba822T. ORSIPPt1E.• ©aiFPS SIIA� % •3..cEo aT A YA9aH 0Es1(+r OlSi EPs 9W.L CaEOPD 10 a5N -11- " API. YL9Y OL SIEa 116BDTD lEG 5£CHD2S DIKL RE'I- O SS EP$RILL ITK A TWIUW TRO55 ErL- OINK . A NEIF.RIE P3DTEETIK llTB3: OR EI 11" FOR .I . �rrATRo1;a4T T Tuns eu[L r Trrn4vfn eT 50 w. tvvw aE14E vcRliuL 5 .- r0 -T I.T rRv. T Az OTIERv1`= WIED M IN6 MTE s aliA,, tr-F 15 ]Y2•. O suitcaFcwl 10 TIE r¢v rN1EIns of Asia uie. 40 TM aw.0 w. a( Rues a nuts 5N]u EE ID RL /FFFOVEp DEC_30, 19_6 STATE O:- TillES4Td SPECIFICATION S13t®AFD DEPART t OF TRYlSPoRT`N` PEfU3DKC PLATC G IRA j"_Ul �4,FP MANHOLE OR CATCH BASIN STEP x505 41601 siaiE ILSNN CNOPECR HYDRANT LOCATOR ROD (FULLY WRAPPED FIBERGLASS) 5 FT LENGTH RED/WHITE WITH STAINLESS STEEL SPRING MOUNT 21/2" HOSE CONNECTION 4 1/2" PUMPER CONNECTION 1 o j NOTES: ' z r 1. 22" BREAKOFF SECTION 2. LEFT HAND OPERATING NUT 3. PAINT BARREL SECTION RED TO GRADE 4.11 RAIN HOLES ABOVE NORMAL WATER NOMINAL TABLE TO BE OPEN, DRAIN HOLES w BELOW NORMAL WATER TABLE TO BE z 7 LINE GROUND PLUGGED. HYDRANTS WITH PLUGGED 3 8' DRAIN HOLES SHALL BE TAGGED WITH e / A METAL STRIP AND THE NOZZLE PAINTED BLACK 5. ALL CAPS SHALL BE FITTED WITH STANDPIPE CHAINS. BOTTOM 6. ALL BELOW GROUND NUTS AND DOLTS SHALL BE CORE -BLUE OR 316 STAINLESS STEEL m 0 0 0 - 0 0 PACER TRAFFIC FLANGE HYDRANT b (OR APPROVED EQUAL) NO SCALE APPRDVED TY OF 4f STANDARD PLATE NO. REWSED ®6e ® .03 8-38-t5 MINNESOTA I a � TEE Gr PLUG i+lulwnl x,rnnan HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED I ' Oa PACER TRAFFIC FIANCE HYDRANT OR APPROVED EQUAL I o I m W C o w a 3 x M 4X 2' tz C-qj zI..3F H m h J o 0.73 CuYds •+ tEi 0.53 CuYds r s c p -1 w 0.82 CuYds W K��O~IT M .0 3z hx i r N 3 1.34 CuYds W 1.63 CuYds j a tix Q 0WmWMa tii - d ,s o15ENslalls mgt ;gamy gg[ tgr - �8z fa} �' >gt t6 o: Eg3 zg> Yl 2 O z • NOTE: REF jj<JM oMSla--� 2 C m w �O °- wrc r POLYETHYLENE OR BUILDING PAPER PRIOR TO CURB AND GUTTERP' POURING. (i Z7100H 5¢W 2 CONCRETE BLOCKING SHALL BE POURED AGAINST j aw o G,a 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR o M M H+ c� 3 0 `\ � _ OF C ALL METAL PARTS OF TIE ROD OR STRAP TYPE M In C, N E Y S N M Nlfl .1 Ew �o j APPROVED 08Yo8 3381 STANDARD OZ LATE N0. w Z W FFl� 5 O W _1 Fir as y ON o� TYPICAL TREATMENT BASIN - 12 ow NO SCALE REMOVED REVISED , o1YJG4.P JG O STANDAR404PLATE NO. r YARCM zoos MIMxH90u RODI 5'-0" TEE Gr PLUG i+lulwnl x,rnnan HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED I ' Oa PACER TRAFFIC FIANCE HYDRANT OR APPROVED EQUAL GRADE ABOVE CURB I 21 I 0,27 Cu7ds :'2 0.08 CuYds 4X 2' 0.48 CuYds 12" BACK OF 18" MINIMUM 5EPA'AT'ON FROM STORM SEWER W/ INSULATION OHYDRANT SOIL MIN. 2 LAYERS OF PLASTIC 4 MIL _ MIN. THICKNESS CRUSHED ROCK 1 CU. YD. CONCRETE THRUST BLOCK & BASE BACK THE VALVES NOTES: 018^ MINIMUM 1, HYDRANT DRAINS BELOW WATER TABLE TO SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED SANITARY SEWER WITH METAL STRIP AND THE NOZZLE PAINTED BLACK. 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL HYDRANT AND VALVE INSTALLATION NO SCALE REWSEO 0tSejr0 I STANDAR20 PLATE No. 8-15-1IS MINNESOTA I F. PLAN VIEW OF RAMP ROUND ALL SIDPED APPRO%. 10:1 SLOPE INIERSECTIONS TOP OF CURB D sDM 50 1 s.o ELEVATION OF RAMP s'4^ CURB OR CIIRB� �G,C,,TC FT. OR ATE DESIGN STREi GRAGE�GUYTER WALK AAS T Fl U2R AASXfO Y213 SECTION A -A 1• ADA REWIRED TRUNCATED DOME AREA SHALL SE CAST IRON INSERTS AND SHALL VI WITH Ma DO STANDARD PLATE NO. 70311A: Y / T PRECAST CONTRAST OOYE INSERTS SHALL BE DARK GRAY IN COLOR TO VISUALLY CO THE T WITH THE DONEADJACENT RTS SHALL THE CURB SUCH TO C TRUNCATED DOME INSERTS SHALL RE NAND FORTED SACH THAT NO GAP EXISTS AS A RESULT OF ME CURVATURE OF THE BACK OF CURB. 2 VARIES YRTN CURB HEIGHT. EKAYPLE SHOWN IR FOR 6" CURB HEIGHTS. =_ PEDESTRIAN CURB RAMP NO SCALE A MPROVED •�•CcITY OP ®tPse ® STANDARDPLATELATE NO. 0 SEO >: B-18-15 NIHHE{OTA PIPESIZ TEE Gr PLUG CAOSS W/2PLUG5 (i.D. 90* BEND) I/R BEND (45* BEND) AND lll6 BEND (2259 6" 0.22 CuYds D.15 CuYds 0.05 CuYds g" 0,27 Cu7ds 0.29 CuYds 0.08 CuYds 10" 0.32 CuYds 0.48 CuYds 0.14 CUYds 12" 0,37 CuYds 0.73 CuYds 0.21 CuYds 0.53 CuYds 1.73 CuYds 0.49 CuYds 20" 0.82 CuYds 3.38 CuYds 0.95 CuYds 24" 1.34 CuYds 5.77 CuYds 1.63 CuYds u _ =moi =%- DESIGN Y CGWEIE CAIOEIE noxi[ E cDISDErz tii - d ,s o15ENslalls mgt ;gamy gg[ tgr - �8z fa} �' >gt t6 o: Eg3 zg> 6 6•' 133/0" K]2 0.d2G 235 Y61a 0.0534 1{.T Y6r4 OA642 ISH v610 x0:59 114 Y6% 0.0550 II.T H- Isa/e•• r{]z a41si x9 Wrt 0.0su u.T re4 owrl 1-Is Yu4 Hain ]v YT3c an%9 u nu arses w3a - - Ize rve nmol i li-)n- Wali GO_203 "OHDA59i 1 ODTDI t WOX 0.W]9 10.9 iPFPOKO NAR[X I1, 1999 NOTE: REF SIAIAARDM71. PLATE 1. COVER FITTINGS ENCASED IN CONCRETE WITH r POLYETHYLENE OR BUILDING PAPER PRIOR TO CURB AND GUTTERP' POURING. (i Z7100H GN e_,IG 2 CONCRETE BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED GROUND. 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR o GRADE B CONCRETE IN CONFORMANCE WITH Mn/DOT ' 3 2461. C ALL METAL PARTS OF TIE ROD OR STRAP TYPE w s RESTRAINTS SHALL BE GALVANIZED OR COATED WITH ASPHALTIC TYPE RUSTPROOFING. S r WATERMAIN CONCRETE BLOCKING QUANITIES Ew �o APPROVED HINHHsoiA STANDARD OZ LATE N0. REVISED - 3-19-13 PIPESIZ TEE Gr PLUG CAOSS W/2PLUG5 (i.D. 90* BEND) I/R BEND (45* BEND) AND lll6 BEND (2259 6" 0.22 CuYds D.15 CuYds 0.05 CuYds g" 0,27 Cu7ds 0.29 CuYds 0.08 CuYds 10" 0.32 CuYds 0.48 CuYds 0.14 CUYds 12" 0,37 CuYds 0.73 CuYds 0.21 CuYds 0.53 CuYds 1.73 CuYds 0.49 CuYds 20" 0.82 CuYds 3.38 CuYds 0.95 CuYds 24" 1.34 CuYds 5.77 CuYds 1.63 CuYds B 47FN i 8 UNDISTURBED SOIL PLAN 'B' AT BEND NOT LESS THAN 6" o SECTION 'B' AT BEND 6" H .t A �. A UNDISTURBED SOIL PLAN 'A' _ c NOT LESS THAN 6' c SECTION 'A' 2500 PSI CONCRETE 28 DAY STRENGTH 1 z v F. NOT LESS- THAN ESS THAN 6" o SECTION 'AA' R FCR 43/nia•- .: "`:::�:..: :i:i::":.. �:..:: .:,.... OS �•: l'•-•...� -... .•.:: "�.. SWE AU£��3 RO:OFAY` f Its _ REVERSE SLOPE GUTTER SECTION _ S EfMa YAT BE TILTED I IN CONCRETE WITH = e ]usuaH4L urE7i ��"� DESIGN B 1-V2. (0.i <•• CT18 1 Vt 3•R t_. NOTES,: -!'.::% l: IO LCNGInDwu .wort .>--n sn24rnr TD • - - �� `PIG10 Pd19Li3 OR BASE. IKTPs1ATWL PLANS 4RKOJ. Fal NINA NORTONIA INE ^{P 4 O s°`E/i'r4 li d oTF tH' 1 @'• SLOK IS PDPDTTEA TIE fOA. DESIGN V ' DESIGN B`EwrcPLrE Eax 6TE ro11fiET[ raKRZTE C Cer `3 4 va• ]3an•• ua n ecu s uz s OaH90 ]4s {m a Tas an{ o - � n[c3ii ]Sl fl4b x333 T.TV e e-s/a- Is-Irs- Buz an -es ee]{ u.an ]sl ac:. auris n4 Bm0 aoa9sai iir esT`X ooXz �a� 9 9^ tG-5/{•' 8912 0.0559 R.9 89]a 0.0GGT LSa 6334 0.0135 ]L 8930 DAG) ELS H9X OAHI iW t)/6^ IT3/{•• BIN2 0.0%9 1x.0 4.i >r x1010 0.0913 1 Bb% 0.1021 9J u _ =moi =%- DESIGN Y CGWEIE CAIOEIE noxi[ E cDISDErz tii - d ,s o15ENslalls mgt ;gamy gg[ tgr - �8z fa} �' >gt t6 o: Eg3 zg> 6 6•' 133/0" K]2 0.d2G 235 Y61a 0.0534 1{.T Y6r4 OA642 ISH v610 x0:59 114 Y6% 0.0550 II.T H- Isa/e•• r{]z a41si x9 Wrt 0.0su u.T re4 owrl 1-Is Yu4 Hain ]v YT3c an%9 u nu arses w3a - - Ize rve nmol i li-)n- Wali GO_203 "OHDA59i 1 ODTDI t WOX 0.W]9 10.9 iPFPOKO NAR[X I1, 1999 STATE Q YINESOTA REF SIAIAARDM71. PLATE r Aro.CONCP.ET.. CURB AND GUTTERP' (i Z7100H GN e_,IG DESIGN B AM DESIGN V B 47FN i 8 UNDISTURBED SOIL PLAN 'B' AT BEND NOT LESS THAN 6" o SECTION 'B' AT BEND 6" H .t A �. A UNDISTURBED SOIL PLAN 'A' _ c NOT LESS THAN 6' c SECTION 'A' 2500 PSI CONCRETE 28 DAY STRENGTH 1 z v F. NOT LESS- THAN ESS THAN 6" o SECTION 'AA' BURY INDUSTRIES, LLC CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: aGa) GR itr VMTGNDCWNTeEWP>-A; WV.tiA.RFO0.® EUStliet C W EN1'TdANaM1TYAKKEE Wd-cuFFS E>PNslY N411 arm H 9A W PG B Y VM 114 mP4aartvMuenn-HLDarts�sunm )ATE: DRAWN: 06/14/17 CMB )ESIGNED: CHECKED: APPROVED: AMB PDK IRAWING TITLE: DETAILS ROJECT NO: DRAWING NO: 1LE: C503 CALE: AS NOTED COVER FITTING ENCASED �C IN CONCRETE WITH = PLAN 'AA' POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING o APPROVED REWSED / CiiY aF �` V 1/J STANDARD PLATE N0. >_ MINNESOTA BURY INDUSTRIES, LLC CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: aGa) GR itr VMTGNDCWNTeEWP>-A; WV.tiA.RFO0.® EUStliet C W EN1'TdANaM1TYAKKEE Wd-cuFFS E>PNslY N411 arm H 9A W PG B Y VM 114 mP4aartvMuenn-HLDarts�sunm )ATE: DRAWN: 06/14/17 CMB )ESIGNED: CHECKED: APPROVED: AMB PDK IRAWING TITLE: DETAILS ROJECT NO: DRAWING NO: 1LE: C503 CALE: AS NOTED 4' SINGLE LINE YELL 4' SINGLE LINE YELLOW OW, PLACE @ 45' ANGLE 2.0' HANDICAP PARKING SYMBOL, O.C. NOTTOSCALE HANDICAP PARKING STALL(S) DETAIL PLATE NO. C-5024 J 1 NOTE: SIGN SHALL NOT BE MOUNTED NO MORE AN 96' MAX. FROM HEAD OF BRACE RAIL -PIPE NOMINAL PARKING SPACE. V TO V METAL SIGNACCORDING 1.50' TO ALL STATE STATUTES DISABLED DESIGNATED VAN ACCESSIBLE PARK ONLYY STALL SIGNS: WHITE LEGEND >6' TO 12' AND BORDER ON BLUE 1.90, BACKGROUND, FULLY 6.625' - REFLECTOR17ED VAN FIV TO 23' CCESSIB E 48' 24' METAL SIGN TO MATCH SIGN ABOVE 2' GALVANIZED STEEL TUBE GRADE, PAVING OR CONCRETE WALK, SEE PLAN ° 12'-CONCRETEFOOTING T024'BELOW GRADE I.T TOP OF PAVEMENT /TOP OF CURB NOT TO SCALE 4 ACCESSIBLE PARKING SIGN DETAIL PureNo. C-5010 DOUBLE VEHICULAR GATE GATE OPENING WIDTH/ HEIGHT 2 FRAME PIPE NOMINAL BRACE RAIL -PIPE NOMINAL 3' TO 8' V TO V 1.50' 1.50' >8' TO 23' 6' 1.90' 1.50' >8' TO 23' >6' TO 12' 1.90' 1.90, NOTES: GATE FRAMES MAY BE CONSTRUCTED OF BENT OR WELDED STEEL TUBING INSTALLED ACCORDING TO FABRICATOR'S INSTRUCTIONS AND SUBJECT TO THE ENGINEER'S APPROVAL. DOUBLE VEHICULAR GATE PLATE N'O. 0-4002 GATE HINGE POST CONCRETE FOOTING OPENING' WIDTH ROUND PIPE ROLL FORMED NOMINAL STEEL DEPTH DIAMETER NT06' 3.00' 3.50X3.50' 36' 1Z' >8'TO IV 4.00' - 42' 12' >ITTO18' 6.625' - 46• 18' FIV TO 23' 8.625' - 48' 24' • ARE NOT REQUIRED FOR GATES T TO 5! HEIGHT OR S' OR LESS IN WIDTH. TENSION BANDS SHALL BE SPACED 12' C. TO C. t LEAF WIDTH FOR DOUBLE VEHICULAR GATE 2 SHALL COINCIDE WITH FENCE HEIGHT STEEL POST PAINTED BLUE HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ROD REACTION DIP I STUB 6.0 FT MIN BACKING PLUG —DIP TEE SOLID CONCRETE BLOCK TIE VALVE BACK MIN 4" THICK MIN 8"X 12' VALVE LOCATION ON PROPERTY UNE WHERE POSSIBLE OR IN BOULEVARD. MIN. 2 FEET FROM WALK OR CURB GREATER THAN 2" SERVICES WATER SERVICE DETAIL NO SCALE STANDARD PLATE NO. -Y RENSEO 1 0 tSIY® ZOO 3-19-13 CLIENT: BURY INDUSTRIES, LLC NO: PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: ��o�Y�.rs,raf ,Puunuoo�s,�aP �� MYt.ua CYtN!!£Cav®.ueiGlm. FAttMID6YWeEIC Yimd�m. '.YMEPiMPNryIAlGNHIIffF.YAIhEYIYv(�LLWcIN65EA.1 v 'llNOt®RYcaINGRV/.ILLG Yrtt3RYAtLLCA�>•I!1 WOI151.-�F� ATE DRAWN: 06/14117 CMB °SIGNED: CHECKED: APPROVED: AMB POK ?AWING TITLE: DETAILS IOJECT NO. DRAWING NO: F ALF, C504 AS NOTED Subject Site Bury Industrial Park 8b -7 �, i 1`1'8800262300 9: W — ` Q J ` 1188002741;0:1 <<Qol 18800273100 - ilk s ,r - 7 __ p1J 8800263201 118800274100 " `NF 1181,6600101.0 7 �,� �} rlII Yi' y� r' 71ST_ST NE 11880026320k': \ i �� 4 11880000,3�41�100 i.. 101500352100 8800342402' 4 118800341;30i0 Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate State Hwy — US Hwy City/Township Limits ❑ c ❑t QParcels 118804224100 ± 118800223100 118800233300 118800224400 80TH -9T NE Z� =w 118800271100 - 118800262200 a; 4„ LU > 11•$800272200 8b -7 �, i 1`1'8800262300 9: W — ` Q J ` 1188002741;0:1 <<Qol 18800273100 - ilk s ,r - 7 __ p1J 8800263201 118800274100 " `NF 1181,6600101.0 7 �,� �} rlII Yi' y� r' 71ST_ST NE 11880026320k': \ i �� 4 11880000,3�41�100 i.. 101500352100 8800342402' 4 118800341;30i0 Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate State Hwy — US Hwy City/Township Limits ❑ c ❑t QParcels DEVELOPMENT PACKAGE FOR THE PROPOSED BURY INDUSTRIAL PARK TO SERVE BURY INDUSTRIES OTSEGO, MN v j•_ . ... �"is( "160THSTNE i - h t �I Poloi 1-0 1AtIIF . ,— SITE LOCATION $ j NORTH DRAWING INDEX SHEET NO. REV NO. C000 TITLE SHEET AND DRAWING INDEX A CERTIFIED SURVEY BY ANDERSON ENGINEERING P200 EXTERIOR IMAGE A C100 OVERALL EXISTING CONDITIONS AND REMOVALS PLAN A C150 PRELIMINARY PLAT- BURY INDUSTRIAL PARK A C200 OVERALL GRADING AND DRAINAGE PLAN A 0201 ENLARGED GRADING AND DRAINAGE PLAN A C300 OVERALL EROSION AND SEDIMENT CONTROL PLAN A C400 SITE PAVING PLAN A C500 DETAILS A C501 DETAILS A C502 DETAILS A C503 DETAILS A C504 DETAILS A C600 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) A L1O7 LANDSCAPE PLAN L102 LANDSCAPE NOTES & DETAILS LOCATION MAP A D X G D m m c m Z m m _ O 60TH ST NE — 70TH ST NE, = _ SITE w0fe K LOCATION CLIENT: BURY INDUSTRIES, LLC CLIENT PROJECT NO: PROJECT: BURY INDUSTRIAL PARK OTSEGO,MN CERTIFICATION: vxvucu au+aE�rnsc.�,z� wv �mnv�minc�arvMuco-3,..�vu:�eeu�c,-ea�mr manviucxn-.:irr�r )ATE: DRAWN: 06/14/17 CMB )ESIGNED: CHECKED: APPROVED: AMB PDK )RAWING TITLE: TITLE SHEET AND DRAWING INDEX ROJECT NO: DRAWING NO: 160616 c000 CALE:LE: AS NOTED x5£�C�`I n, ,a9!✓9#•1 �1°�x,°� EXISTING CONDITIONS ` : ramm 9lton came cta. . S89'56'59"E 2627.05 n ' 33 J ,amsteixam,. ,ar t�sr ,n 1 i / / dy I I 1 / / P 0 N fl �l / I I f / ✓ \ Atfl �G R A E L \ /. — � "/ ��-� / i l (ll l l J I \ ' m Vr M.°sims -awe t>F ra,sx--__ \,B /yi%//i= �� \\\ g5`f///// / / — / / ' ) ti .v> \ 9nIbl I s:s9w n. ,amsv ,9, / .-9>e— -� \ / / m ' // /i / � � / / / t � •goes 1 / y/ / ` \ \ ` - '� \ \ , s / ,vans S � / /"f {/�/� J _ J \ \\ v // / /� ( ( / � �- -_.9e9 ( / / / I-•-- J ; \ ` \\. \ � � \ C L / � ; \ l -� ��ems�sa � �¢�r>,I � /� / / i I \ \\4 / Y J — _ f I \ t t (r \l\\ � �\ � ` J / \ \ \ 1 / \; • / / I `9ne— �, / 1� /T{ 4 I s 1 ) ) � � \ ,� ` �,_„_.� �/ / / � a R or fi",>/� /9 /r y �`' / �� // (p/ J�J\II \9]7 / �raweMR A R 07 L _ B i _ ✓ //// / i `�j � �'r�� / i � r O �ca�_s�n`a1 T`e )— /I 9� .9cs. �- ' O \ E)W.4 f \ r/ \\ — a- 0 \ 1 nw- rJ R /' )f{ �°- — ->--�� \ i� --p �-mEff \\ ( ( \ SaaN IeE` ` �a>a`se ta�aacxQ ca+aF¢�9.Vf, s°a'rews" i 6'.Eaila!!`D T -- `\ i 1�.�- ~� � \ \ / /./ � \ 1\ l �''7h � -� � A� \� � \ —�- I ce ¢A\ l l (t y�s65—ma 0' — \J� , tA�' i O C Z J� Ai,- / ( / '° / / \�� / //gam �- \ \ xens \ \ I i fi '- l' / a IC�-mer °n"r^Tru — / 17 9 �\ // � ' — q1K PA R.EE-C .-� \ ` ( t ) ` ( "azo- ) \p / �`f` // % , /�'// �/ / / / - J ( .nam/ '! I �. \ ✓ n''`" .9w.7difor // > to N WE S LEGEND CULVERT ® CLEAN OUT ® CATCH BASIN COMMUNICATION JUNCTION BOX tS HYDRANT o PIPE 0 POWER POLE C— POWER POLE ANCHOR sQ SANITARY MANHOLE WELL CONIFEROUS TREE O DECIDUOUS TREE • FOUND IRON MONUMENT O FOUND CAST IRON MONUMENT —>— SANITARY SEWER —7>— STORM SEWER - aor— OVERHEAD WARES T � : ' N'Aa'TMIED Y }GB P60,U 9512 Y Pit > -9ee7 > I� \g,°/� ( 1 /1/ X11\\ (I(9nxA II 11 �I s IE RwcxMaRx rDP Nur of EIEv 7iaV = s .Da- s rmr a / -� ---------"-,1--� ' El m1n a , Zi N? ? 0- 7 --� -- - -1-- L-- -------�� LL i -o r / \ sem ^ ✓� ` el I € t l� ,1 m'�ow n,� °rr,a rro�eni �J��/a:^�'acr°F• Telae , ,n e1o, t� rix cn rxart a LOCK DTSE^.,C 1-94 ;:ESI lA'DLSTR, .L PARK SURVEY FOR: BURY COMPANIES w N8955'02"W 2625.25— \4 1 aL0CK } III L 0 C SE -- 1-94 DESI MUSTRL.L PARK SECCAD ACCT70Ti Ill DTS£D.^ 1-94 PROPERTY ADDRESS: 7423 Kadler Avenue, Otsego, Minnesota. LEGAL DESCRIPTION: PARCEL A: The South Half of the North Half of the Southeast Quarter (S1/2 N1/2 SEI/4), Section 27, Township 121, Range 24, Wright County, Minnesota. PARCEL B: The North Half of the North Half of the Southeast Quarter (1,11/2 1,1I/2 SEI/4), Section 27, Township 121, Range 24, Wright County, Minnesota. Abstract Property CERTIFICATION: I hereby certify that this Is a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, If any, thereon, and all visible encroachments, If any, from or on said land. Dated: May 22, 2017 Anderson Engineering of Minnesota, LLC by. &&Z Jack Bolke Minnesota License No. 20281 II a 0Cllk a ,` VES; ftMDUSTRM PARK OUR7f ADOM—V 3 { xm9.-eta' i ate_.,.:•' o s NOTES: 1. The horizontal datum and bearings are based on the Wight County Coordinate System. 2. The vertical datum is NAVD 8B. The site benchmark is the top nut of hydrant located on the south property line 800 feet east of the southwest comer of the property. Elevation = 98D.08 feet 3. The area of the property described hereon is 3,354,852 square feet or 77.0168 acres. 4. The location and extent of underground utilities, if shown, are based upon existing drawings provided by the utility companies, above ground evidence and Gopher State One Call markings per ticket number 171323318 and 171323319. There is no guarantee as to the accuracy or the completeness of this information. The size and location should be considered approximate. Additional underground utilities may be present. Verification of the existence and location of all utilities should be obtained from the utility owners prior to any planning or design. In accordance with Minnesota Statute, the location of utilities shall be confirmed prior to any demolition or construction. 5. The tree information shown hereon was collected during the field survey by non -forestry trained Anderson Engineering of Minnesota, LLC survey personnel. Tree sizes are estimates and locations are accurate to plus or minus three feet 6. Legal description and easement information were provided by First American Title Insurance Company, Issued by Its agent Land Title Inc. File No. 556548, dated May 23, 2017. f9 roar m7zu¢ = 75 1 .�o munmwsr murex 6 vie munctisr au„m oF`, I gcnw n, ,oxe9e+ to xm,R 9excrt z{ ,ea �t1J roaa roman rv+tfr uv. 0 100 200 SCALE IN FEET Anderson Engineering of Minnesota, LLC ANDERSON 136051stAvenue North ENGINEERING Plyulte100 moulh, MN 55441 ENGWEERWG • ARCTECTURE LANDSURVEYaIG 763-02ADW (G) 763-412-4090 (1) ENVIRONMENTAL SERVICES a LANDSCAPEARCWIECTIME Www.aeiM.COm CLIENT: BURY INDUSTRIES CLIENT PROJECT NO: 160616 PROJECT: BURY INDUSTRIAL PARK OTSEGO,MN NO. DATE ISSUE/REVISION BY pclWlt ISSUE F_ m_ --y —T 17/11 METAL COPING (LIGHTTAN) 7 HIGH ROOF EL = 1354IZARCHTTEC" 1 TT INSUL PRECAST PANEL PHASE 3 PHASE 1 (LIGHT TAN) 12'ARCHITECTURAL - INSUL PRECAST PANEL (TAUPE) I, TI LOW ROOF EL = 716'-4° a I GRAD EL = 100'-0' 12'ARCHFrECTURAL INSUL PRECAST PANEL (CHOCOLATE) SOUTH EXTERIOR IMAGE P200 12' = V-0' METAL COPING _ (LIGHT TAN) - - - — — --- - - --- - - - - ->' TI HIGH ROOF t _ EL = 135-0' 12'ARCHITECTURAL 3 i ! INSUL PRECAST PANEL i{ I I (LIGHTTAN) I12'ARCHRECTURAL 1 INSUL PRECAST PANEL - m (TAUPE) a� W( L 12'ARCHITECTURAL - DP INSUL PRECAST PANEL 3 (CHOCOLATE) GRAD DF EL=100''-4` DR = EAST EXTERIOR IMAGE z PR( P200 1r=r-0^ 1 SC/ f CLIENT: BURY INDUSTRIES CLIENT PROJECT NO: 160616 PROJECT: BURY INDUSTRIAL PARK OTSEGO,MN NO. DATE ISSUE/REVISION BY pclWlt ISSUE F_ m_ --y —T 17/11 PRELIMINAR NOT FOR CONSTRUCTION �MREttI SI�JRiAY9DE5fA9®1 � INSWt:6 JL.l-�Atl'Ul (w`rs. ofiTusoE<sfxro+ls. �,we su�lnmsn£ aF.J:t�>rE WaM1c Ri0F3rtYCf vM us�uwrtszcn�n,aeu- tm, �ourc�o fdJ�].VLYDA.OR®, NlNW1FR3 Pi PA4P, fMki VN J:✓t'p3iNATh£ 2(FE1Uf.E IYLFSSExWLSLYFllIIOf✓tID W NRSiRGfiYVM LLG 'trttafi VM LLCAI3-,LLLR iRfi_'-SJAID. TE: DESIGNED: 06/14/17 DFS AWN: CHECKED: APPROVED: N.PDK DFS AWING TITLE: EXTERIOR IMAGE )JECTNO: DRAWING NO: sods P200 LE: S NOTED GENERAL NOTES REMOVAL NOTES LEGEND 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ANDERSON ENGINEERING PROJECT NUMBER 14685, DATED MAY 22, 2017. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE 1. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE — — EXISTING PROPERTY LINE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. PERFORMED IN ACCORDANCE WITH CITY OF OTSEGO AND STATE EXISTING R.O.W. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY NTI 13 PENDING. OF MINNESOTA REGULATIONS AND STANDARDS. 2. EXISTING KNOWN UTILITIES ARE SHOWN IN THEIR APPROXIMATE STARTING CONSTRFIELD UCTION. EXISTING SECTION LINE 3. CONTRACTOR TRUCTIUCTION. VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL — — EXISTING EASEMENT EXISTING PUBLIC AND PRIVATE UTILITIES WHICH MAY INCLUDE BUT 4. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE N, DENOTES EXISTING SURFACE DRAINAGE COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM `— —960— —EXISTING MAJOR CONTOUR 5. CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN SEWER AND WATERMAIN. CONTRACTORTO CONTACT 811 BEFORE —EXISTING MINOR CONTOUR EXPENSE. EXCAVATING. 6. ALL WORK TO CONFORM WITH CITY OF OTSEGO AND STATE OF MINNESOTA STANDARDS AND REGULATIONS.LIMITS OF CONSTRUCTION 3. ALL ELECTRICAL POLE AND LIGHT REMOVAL SHALL BE 7. ALL EXCAVATIONS MUST COMPLY WITH THE. REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P'EXCAVATIONS AND TRENCHES'. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE COORDINATED NTH THE OWNER AND AUTHORITY HAVING O EXISTING TREE SOLE RESPONSIBILITY OF THE CONTRACTOR. JURISDICTION PRIOR TO DEMOLITION. EXISTING TREE TO BE REMOVED S. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF EXISTING TREELINE CURBLINE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. — — EXISTING LANDSCAPING 9. FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTOR/SURVEYOR TO STAKE THE END OF FES FOR LOCATION. — EX -SAN— EXISTING SANITARY SEWER 10. PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CRY OF OTSEGO AND MNMIliCD REQUIREMENTS. EXISTING SANITARY MANHOLE 11. ANY WORK PERFORMED OUTSIDETHE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIESAND APPROPRIATE PERMITS MUST BE OBTAINED. EXISTING SIGN A' EXISTING OVERHEAD ELECTRIC LINE • -- -- •� .-. .�' EXISTING POWER POLE EXISTINGTREE Q �.� I'• I EXISTING JUNCTION BOX R.O.W. .� L TO REMAIN. TYP. O Fig' ' '.:. Q I I EXISTING MONITOR WELL \ \ \ \ •\ �- \ \. ---� .� i .� �. r \ \ \ \ ` \\` _. O� O - Ij \ ' —EX -STM— EXISTING STORM SEWER \l ~ 1 l ` ` , \ _ / '� -� \ \ \ >` EXISTING TREE TO pu7oREROAoy� \I J < EXISTING FES I \1 SECTION LINE BE REMOVED, TYP. ` (By Cm OF OTSEGO) •" UT EXISTING CONCRETE I } 1� I— EXISTING CLEAN D EXISTING WETLAND SLAB TO REMAIN EXISTING WETLAND TO 8E IMPACTED SLWa f. ——SLBYII—R-O_W- �11C1a SWYU� — —simn_ _m Yin �� S11WR EMSTINGTREETO % j I ' -Ti"yp BE REMOVED, T1'P.EXIf_ STING TREE TN --j. EXISTING CONCRETE PAVEMENT 0 go / / f BE REMOVED, TY'1 1 EXISTING CONCRETE PAVEMENT rrrddb111111111111kkk{4J, %y TO BE REMOVED i sd- EXISTING r, EXISTING GRAVEL PAVEMENT CONCRETE SLAB TD BE REMOVED / \E/wlNv.`sse.T.:. EXI NG GRAVEL EXISTING MONITOR II I -- = ~`a� t OBE REMOVED PAVEMENT �� ` lWli J f WELL TO�EMAIN \ - _- 7' f 1 � / � ✓ \ SII' --'' / ' v is ! 1 � f ,r. ---- "' � ` _ f /� �-�-• �I�, � � / f I ! --�L `-_'l � , -` EXISTINGTREETO / /- SLAB EXISTING CONCRETE TO BE REMOVED BE REMOVED,NP._ i � APPROXIMATELY 0.02 ACRES OF/ EXISTING CONCRETE EXISTING WETLEND TO BE IMPACTED .�-r } �- ® FOUNDATION TO BE REMOVED00 0 J I -rte. 1,•.: � / \ / CID/. f \ EMSTINGTREE APPROXIMATELY 0.17 ACRES \ OF EXISTING WETLEND f TO REMAIN _ EXISTING GRAVEL 1 / f • • DRIVEWAY TO BE REMOVED f AY TO REMAIN I r ... .�•.'.^.�.� —.—.EXISTING TREE TO EXISTING GRAVEL � ` h �.: . - .:..... .. • . -• ` \ I BE REMOVED. TYP. DRIVEWAY IN � \ \� ....... f f f \ � • ` � \ \ f / "�lal doll \ �'�� : a K > Zwl APPROXIMATE LOCATION rf yznlzsi: OF EXISTING WETLEND I s.urr.=?sT••'1 C a APPROXIMATELYI- -_�_ ACRES OF EXISTING METLENDTO BEPAC APPROXIMATELY 0.11 ACRES OF / f I \ % 1 \ I P EXISTING WETLEND TO BE IMPACTED / / / �,-, { \ \ \ a _ -• I APPROXIMATE LOCATION 1 OFE EXISTING WETLEND APPROXIMATELY 0.15 ACRES OF / / �-- - 1 1 •� � BURY INDUSTRIES, LLC I CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN ICERTIFICATION: .— EXISTING WETI_END TO BE IMPACTED -/ _ / l- �. / �' � / / \ / � + uutTSOF � •" .' ,� I a%..s'� xw,�suouoms� mva.E 1 W-sG�440x1A �rs� ,p+s�J. _ `_ _ -•� _— __ �� t / r _� y` I / / t DISTURBANCE - I .zf I • B�xtrwite¢rYµjj�o �Am¢vuuEuuFtinr� �— _ _ / _ / I �- I / J / I � 1 ,-:I •. ! ` mnw.nvA�uca,:-ruwramr �n s lylz DATE: DRAWN: 06/14/17LIM CMB ,r\ g DESIGNED: CHECKED: APPROVED: DSRTVReFAt1cE / 1 AMB PDK PROPERTY LINED r —�} — J i rr "� DRAWING TITTLE: N. _ -NMI_ TS -T — = / -SAEX- EX -SYN - NORTH COVERALL EXISTING CONDITIONS AND REMOVALS PLAN C� 00 1"=50' 0 50' 100' 150' 11111111111 MENTI MENr — �' _ OVERALL EXISTING 11 CONDITIONS AND REMOVALS PLAN PRELIMINARY PROJECTNO: DRAWING NO: NOT FOR CONSTRUCTION 160616 C100 SCALE: AS NOTED " LOT 1 157,478 SF 0 ID#:118800271400 200 - 20D j 200' 200' 21 I I I WETLAND MITIGATION NORTH LINE OF THE SOUTHEAST 114 OF SECTION 27 200' 200' I I I I 200' T 282' I _ I I E:;:;._._...,:>•' - I ,560 SF (1300 ACRES) LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7S LOT 8 LOT 9 LOT 10 LOT 11 I" I 119,410 SF I 119,43 119,388 SF I 3 SF I 119,456 SF I 119,478 SF I 119,501 SF I 119,523 SF I 119,546 SF I 119,569 SF I 122,462 SF °I I I I I I I I I I I I I r> ' ti O 258' _J— O OD ao F_ 218' 210' 0 LOT 12 - zl 193,562 SF �� I ( .,;w QI J B L O C K 200' I I 200' I 200' C I K l — 210' 210' - I I 200' 200' 2031' 210' --F210'— 215' lo LOT 8 I LOT 7 I LOT 6 I LOT 5 I LOT 4 I LOT 3 I LOT 2 N 126,846 SF I 126,000 SF I 126,000 SF I 126,000 SF I 126,000 SF I 126,000 SF I 128,998 SF 0 QI �; bib bib bib bib bib 0 0 0 0 0 10 I I I I I I I — 210'__-210'- 9600 71ST AVE NE SITE DATA ZONING: 12A EX. ARE67.36 ACRES GAPS OR OVERLAPS: NONE ENCROACHMENTS: NONE LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 27, TOWNSHIP 121 NORTH, RANGE 24 WEST AND THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 27, TOWNSHIP 121 NORTH. RANGE 24 WEST SETBACKS (BY ZONING ORDINANCE): FRONT: 30 FEET REAR: 25 FEET SIDE: 20 FEET KADLER: 30 FEET 73rd ST NE 561' Ila, L I 10 I C I K l 2 l I — 210' — I I I— - 210' II — 215' — SOUTH LINE OF THE NORTH 12 OF THE SOUTHEA 9660 71ST AVE NE 4 III 9760 71ST AVE NE III I'I �1 Ill I I 11 I 11 I I 1� 11 11 Ill ��1 III LOT 1 545,312 SF ___l_—EX-STM EX-STA1 �I z 78' me lss = I 246, o I15 • 123 Cal 9 .` EX -SAN -A OUTLOT AI F y 73,903 SF" LOT 1 BLOCK1 630,366.17 SF (14.47 ACRES) 930' �_ 150— 1401 SE_CTION 27 — E7FSAF)— �- III 9790 71 STAVE NE""%�% f/ 9880 71 ST AVE NE III � f�jr' J, , A/ j t 14 III NORTH PRELIMINARY PLAT - BURY INDUSTRIAL PARK C150 0 100' 200' 300' 1100' CLIENT: BURY INDUSTRIES. LLC CLIENT PROJECT NO: PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: �,�so�va��fa=.�csxw�imas�� .-uirea�rxr�wm'�o- xi ucMa�cv�rro-asia. - 'o-.x=�co��iromm�. ATE: DRAWN: 06/14717 CRIB ESIGNED: CHECKED: APPROVED: AMB PDK ID7AWING TITLE: PRELIMINARY PLAT - BURY INDUSTRIAL PARK :OJECT NO: I DRAWING NO: 160616 C 1 50 ALE: AS NOTED GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ANDERSON ENGINEERING PROJECT NUMBER 146135, DATED MAY 22, 2017. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY NTI IS PENDING. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS. LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE 6. ALL WORK TO CONFORM WITH CITY OF OTSEGO AND STATE OF MINNESOTA STANDARDS AND REGULATIONS. 7. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P -EXCAVATIONS AND TRENCHES'. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF CURBUNE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. 9. FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTORISURVEYOR TO STAKE THE END OF FES FOR LOCATION. 10. PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITY OF OTSEGO AND MNMUTCD REQUIREMENTS. 11. ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED. R.O.W. 1 ! 971 cs��\\ I V TEMPORARY TOPSOIL i SECTION LINE / / -� \ \. I' l STOCKPILE / LIMITS OF ^/ 'D_ \TEMPORARYTOPSOIL '\ h 73RD ST NES oISTUReANCE STOCKPILE \ \ �R.O.W, ci70� ¢Ilwp_ SLIWII S41Wf1 7 - ----------------- ��- g7 81.85 �, 86.55. 80.43 _ 7OCS-202 f /• S,p 69 RIM:968.OD 195 LF 15' F 98145 / INV:963.02(E) @025% i J 3: �CB-201 8 �WL = 965.00 - $" C -2017.81 31 HWL/=9�67/5�0 M I I I I I I / �IN� 3(E \ � 1p✓ .,. B c - \ . l �9y" Y/�- 1\\�' INV:962S3 (W GRADING NOTES 1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE SPECIFIED. 2. SEE SHEET C300 FOR EROSION AND SEDIMENT CONTROL NOTES. 3. SEE SWPPP C600 FOR ADDITIONAL DETAILED EROSION PREVENTION AND SEDIMENT CONTROL NOTES. 4. SEE SHEET C300 FOR ADDITIONAL LOCATIONS OF EROSION AND SEDIMENT CONTROL ITEMS. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION. 5. RCP SHALL BE CLASS V FOR PIPES 18' AND UNDER AND CLASS III FOR PIPES GREATER THAN 18. FUTURE ROAD • (BY CRY OF OTSEGO) O O TEMPORARY TO� J \ I J ` CB -103 (BY OTHERS) , \ _ RIM:969A6 STOCKPILE \ l INV:965.40 (S) 1\ ! 1 CB -101 (BY OTHERS) \ \ \ RIM:J69.22 INN965.22 (5) \ I 43 LF 12' RCP / CBMHA02 (BY OTHERS)- I T @0.77% \ RIM:968.78 j _CBMH-000 (BY OTHERS)_ -{- INV:965.07(N) RIM:969.22 'INV:964.79 (N) INV:963.1896$ I INV:962.51 (S) 268 LF 24' RCP / \ELL/KINV.�9 6824 60.9- / @ 025% 33 LF 15'RCP @024 \ 'AlWll T 67.34 / \ 67.83 CBMH-200 RIM:967.80 IN62.41 QN)ry INV:9V:962.4(E)V ^K 209 LF 15' RCP I - "- -v 7u ia`T PROPERTY LINE:-:_ vi " - - __ - - 7 _ _ - I RSiti6(FTB- - " MI1�L1MFiS-HMS- -4M f - -SAN- - EX- EX y�1P1-dMl'fS-- - TRANSITION FROM "TRANSTITON FROM ) TRANSITION FROM i ! = LIMITS OF Pivru�'�Oae 4:1 TO 3:1 SLOPE .41 TO 3d SLOPE � I- y 4:1 TO 3:1 SLOPE • - ,�` DISTURBANCE NORTH COVERALL GRADING AND DRAINAGE PLAN 11111111111 FES -700 - _(BYOTHERS)- IE=962`00 FES -200 IE=962.00 I mss, I \ J J 1 APPROXIMATE LOCATION OF EXISTING WETLEND / POND DESIGN BY CITY OF OTSEGO NWL = 962.00 vI LIMITS OF / DISTURBANCE EXIST 1 @ 0.60% A I! t Ptt /1 LEGEND - - - RCP. ,L EXISTING PROPERTY LINE - - EXISTING R.O.W. - EXISTING SECTION LINE - - EXISTING EASEMENT 975 PROPOSED MAJOR CONTOUR 973 PROPOSED MINOR CONTOUR 73.0 PROPOSED SPOT ELEVATION 73.00 H.P PROPOSED SPOT ELEVATION (HIGH POINT) 31 200% DENOTES PROPOSED « « SURFACE DRAINAGE - -960- - EXISTING MAJOR CONTOUR - -961- - EXISTING MINOR CONTOUR LIMITS OF CONSTRUCTION kl� PROPOSED STORM SEWER ® PROPOSED OCS 8 PROPOSED CATCH BASIN C92 PROPOSED FES C120 PROPOSED FES WITH RIPRAP / (D EXISTING TREE EXISTING TREELINE - - EXISTING LANDSCAPING -EX-SAN- EXISTING SANITARY SEWER EXISTING SANITARY MANHOLE ' EXISTING SIGN a+K EXISTING OVERHEAD ELECTRIC LINE X EXISTING POWER POLE .�-EX-STM EXISTING STORM SEWER < EXISTING FES EXISTING WETLAND O EXISTING CONCRETE PAVEMENT EXISTING GRAVEL PAVEMENT PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PAVEMENT 1 PROPOSED GRAVEL PAVEMENT ----- PROPOSED FENCE PRELIMINARY NOT FOR CONSTRUCTION BURY INDUSTRIES, LLC I CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN I CERTIFICATION: I pM�n ND CVMfEC�9a4PAG1®.�OVRv��4g7q �1vPMprN ptp PA .pRUNAW®O1Nl.E _ /NM4�p0.NM:BYYMLLC mmaartvxiuea,r-,u mans �� DATE DRAWN: 06114/17 CMB DESIGNED:CHECKED: APPROVED: AMB PDK DRAWING TITLE OVERALL GRADING AND DRAINAGE PLAN PROJECTNO: DRAWING NO: 1LE'. C200 SCALE AS NOTED GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ANDERSON ENGINEERING PROJECT NUMBER 14685, DATED MAY 22, 2017. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY NTI IS PENDING. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. L ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 6. ALL WORK TO CONFORM WITH CITY OF OTSEGO AND STATE OF MINNESOTA STANDARDS AND REGULATIONS. 7. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P -EXCAVATIONS AND TRENCHES'. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF CURBLINE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. 9. FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTORISURVEYOR TO STAKE THE END OF FES FOR LOCATION. 10. PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITY OF OTSEGO AND MNMUTCD REQUIREMENTS. 11. ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED. . . I ° - .I J. -1 972 71.65 72.25 72 PROPOSED BUILDING FFE = 972.25 GRADING NOTES 1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TO TOP OF GRADE, PAVEMENT OR GUTTER LINE, UNLESS OTHERWISE SPECIFIED. 2. SEE SHEET C300 FOR EROSION AND SEDIMENT CONTROL NOTES. 3. SEE SWPPP C600 FOR ADDITIONAL DETAILED EROSION PREVENTION AND SEDIMENT CONTROL NOTES. 4. SEE SHEET C300 FOR ADDITIONAL LOCATIONS OF EROSION AND SEDIMENT CONTROL ITEMS. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION. 5. RCP SHALL BE CLASS V FOR PIPES 18' AND UNDER AND CLASS III FOR PIPES GREATER THAN 18'. �d d °°. \ °- ;j;;1 71.41 --- - d 4 71.50 � ° - - 71.00 97 70.65 ° - 70.15 70.40 70.23 70.11 69.61 70.05 / J� 69.55 - _ - - - - 68.87 69.37 69 29=869 . 68.78 BURY INDUSTRIES, LLC I CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN NO DATE ISSUEIREVISION BY A 06114117 ISSUED FOR PREDVMY PLAT REMBY CMB CERTIFICATION: DATE: DRAWN: - % - - - - 68.09- 06/14/17 CMB t NORTH 0) C��NLARGED GRADING SAND DRAINAGE PLAN 10, 20'`e DESIGNED: CHECKED: I APPROVED: AMB PDK DRAWING TITLE: ENLARGED GRADING AND DRAINAGE PLAN PRELIMINARY PROJECTNO: DRAWING NO: NOT FOR CONSTRUCTION SCALE: 160"016 C201 AS NOTED GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES 7. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ANDERSON ENGINEERING PROJECT NUMBER 14685, DATED MAY 22, 2017. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY NTI IS PENDING. 1. PERMANENT SEEDING, FERTILIZER, MULCH, AND EROSION CONTROL BLANKET PER MNDOT SPECIFICATION SECTION 2575. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO REFER TO LANDSCAPE PLAN (1-701) FOR SEED REQUIREMENTS, STARTING CONSTRUCTION. STRAW MULCH SHALL BE MULCH AND DISC -ANCHORED FOLLOWING CULTIPACKING, USING MNDOT TYPE 1 AT 2.0 TONSIACRE, EROSION 4. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. CONTROL BLANKET SHALL BE MNDOT CATEGORY 3. SEE SWPPP 5. CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN C500 FOR ADDITIONAL DETAILED EROSION PREVENTION AND EXPENSE. SEDIMENT CONTROL NOTES. 6. ALL WORK TO CONFORM WITH CITY OF OTSEGO AND STATE OF MINNESOTA STANDARDS AND REGULATIONS. 2. ALL RIP RAP SHALL BE HAND PLACED CLASS I. USE MIRAFI 18ON GEOTEXTILE OR FILTER BLANKET PER MNDOT SPECIFICATION. 7. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P "EXCAVATIONS AND TRENCHES'. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. SEE SWPPP 0600 FOR ADDITIONAL DETAILED EROSION PREVENTION AND SEDIMENT CONTROL NOTES. 8. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF CURBUNE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. 4. INSTALL PERIMETER AND SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION. 9. FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTORISURVEYOR TO STAKE THE END OF FES FOR LOCATION. 10. PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITY OF OTSEGO AND MNMUTCD REQUIREMENTS. 11. ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED. O O 00 O ••,• •. O _ O O O a i •.,Wal WMILWIC, • • • , Y�/l�G`_� Gee- G -O Q.G C'�� -� Z�...-__--.. ---- _�--__--- �-_✓-_�-__ -� �i_.C--��-.� + �0��- -• s��.� __ _tee �_-_��G�- � -- .�- ----�-�---.� - - - •��- �► - . - �- l'►I fii ij ��-i ��GG'.b-`:� ., r-�•►--��. �� I.O-07♦ ��..-�-.�5� '.-r � - -0. 3! �.o_.-..r.� �-----.<.-G-ter ♦♦ �i♦��GGrrr.�A�♦A��`.��Gwr.�.�_�w:�aa�e�CG.G ��p�♦-q. � gei_r;'ie'anp--_ t. @ ?!/-.�.GS- � -� •. � � ♦♦ ♦�♦� ------�E.---�s.� ---�.----as♦♦ .-:`�`C�Cr`r �-s ♦ Lou - Baa at:. .I �- _� - -_.. �a1 ♦� ----- -_ - - ----- - i:� ♦1 1� . r �=r�.:`O�+.0 �.♦v ♦ ::e® ¢ems w - ..►, i),�II� Ii -f --erg � 1 ,♦'►♦♦♦iy�.. -------iCG��'USG:-...O:G-��---��`._��0 ��:r.-r��...,� CrT �. ►r:•F 3!p 1:7 .•Ij.1�♦ori♦ - ♦ ♦ LFIII-iI+...�-_ --�-..--.v.� --G: �_�v--. !� f�..,�♦i:V'O#.r.,�p��♦�.-F CO�O� Rbe�A: .. pV..iv ♦1♦� ,fi�r.�.---- -�--- - ---��-o----_-.-♦♦10� �. U 1 ♦♦. >♦ <f i P r.-.-:�:�-�:.....-�---� - - �.G:- -- - - - � e A d�V `> Ir. d►1,,>vf ,/, 0♦4! oeiy--- _--_-----r=a- _-- v _e -e- - '� �-�O b•90t�_- �.o�� .i•�P - �:�i�:�o'�• _ J,Jr1!�J�►Ofd '�'V'ib��?S�� t'or_=_v.� _:ee:.-�_-��=�__ � --- ��O 1�)��IP.Ie)f .: . ••. ,r ._e_: /,!r'►sU�! ._,.r • �� - �•�U►`('I�lQbI?.!1�U4i'f>�,)!y►♦OU10 wy 0,00 ��1p♦♦��,`♦e_�.:•'G ��....��_o��--�:�-♦,�y♦�NEW- r�i�!►41l1�4� t)'j!1! �;� �Qi1'►��'�y1lij►K1 MDR; 4,41 h� IO�►�IlPl01"l�y �I _ _ �0ip�_ryjION O4jJ�l� ��.I. . •Q►�4�q�1Un�t�OU�,i0 j► S> =] .CA�slia'1. 1• r � r U . •. rJi �►O Qd„ . -. .<g.V. ter! q•♦��1♦ ♦ ��-.ce- �-��===s. .�..♦ v� U � .I 4'r ... � i ip� eJ•4 ! d' I 1 <sCC.♦��r_.._---�--_. - . -. _s ..:.mss♦ U,'U 0•� ►Ir ,.��i � ►1e 0.0 i►1►, O Q, ai=+1�/ ��--�' --_ - �----- ..�Gi`p0.1, Q+ iiEd - - .r! V►'1►Je`! t ►'141 •c '•U•>♦.►�-- � _----•• -- -�--�-r0•f 1 sG �iri••�-- �� O-O� ► r1►♦ tf1,!/0,'e),•e!'e Il. l► {SII �n�"il ,., �-.3.��e�: - �_�---- �----.�qi♦.Je q•• ..Of .,.-�...� .CJ. - .1.. 1'UI i _�rei11r111 f -_ - it� ... ♦1 ZIA. ♦ 4 1 4 f �� - - ♦ r 1 - 11 •4i:? - - �• - . s U r w 1 _ � I J•♦1 1' !•' _ w�_�♦��♦�♦�1��G�iwrr.♦.♦.--- _--_ 1 U �, i ,s,. -.► 0-bv _ - -�-�---�.'`?r�i ! 0• \�f� %►'• •0,•�QQT►si'.�_.� .G.- �----_�t� '�•�♦ ,Ih /h Il ;.1�♦C-�-^�� .�ZO-_-_.�9 �'l►� .POSED GrG-�. �_�:�:� ��o6��Or9 s�� C } (4w ! 7 !! C♦�♦-�� -.J��- ��✓. �1 1 ��0,�;11�111�►.; `N.1,�1 .!`csi?! fj'!r� 1 ♦ --_= a -=e= -_ 0 p irk �! u, n 1 `-----'-- '''' ""' -'• •' EROSION" r In!efv!II41, Ujb♦f�IV1i►db�/ . . ►!n♦�a;l;i� �► • 1►_U oJ►4 ►v` �ii!i!b'!i►1i� t.� �►' Oj1� • �6@�aars �rs�reaos¢aeaGs¢ae1QSN�eOo¢ns�¢ ► b ' I��p jl'U'1'p411� - pp � �► BMW 14�j;►I¢ f• ►J jk V�IV► ' o♦m ►i1�Q�!;U'i�� ►d�>IOj� �Ip,f q.v�)j►` Ho W l4lk; 1,1!U '1<i�1U�11'► • �►�♦�fUl SIO! ,1♦I)'µ14 )♦�'v 0. �:� --- - - �:cc �a��--- ------ _----�� v----------�-�v�----v:a.----_--- -- /' f �.4►1--?ice♦ ��.• �♦G♦^' A� A♦♦♦♦♦� .. �::.O�e-. �1��1��♦♦♦♦♦ �♦♦♦♦♦♦♦♦-s.�_.�♦.�ss.��s..f a��:��♦♦.� �.0 ♦.1��0�•�.. i� GA..1�♦♦♦♦♦�w.7r�sa�.�0��- ,J_'IyQ-.��or��.�_��G. ♦�♦♦♦♦♦♦LL1�: 4►4►4►i:r��: ri �.�.`...��r� 9'G�- -- _ - .e ♦.111 i�� ♦♦A.�C'i'v�� ♦rwA ��- �♦.�t_�♦ ♦ '!•�J!♦i♦ 5►:�♦�A�� V �.��c.�....G- G S- ��';•��-- mac.►--� .'��O�s♦A��♦.►I��i�� .►.4►♦�`��1��f��G♦�.��A�♦i��. �r♦♦-y� ♦♦�♦♦ �' �1►.w�..w. i._b_ ...-. Q♦♦♦♦1 ice. GrG�r��.-.e .w♦�OG�r�L'Si, ��w G7vv♦��i�AAM�� eaea>raea�Lc ----- -� _ e ,..,:. ��:-.-` __•. "'' .Y.IA�_-�S,:G �-�-..-._-.e.-a-G��Ge►�4�♦�� jl,� APPROXIMATE - 3'Lill ll Vr - a LOCATIO 1O N LITYEASEMENT NORTH a� rl--�OVERALL EROSION AND SEDIMENT CONTROL PLAN o LEGEND - - - EXISTING PROPERTY LINE - - EXISTING R.O.W. EXISTING SECTION LINE EXISTING EASEMENT PROPOSED CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR uuns LIMITS OF CONSTRUCTION ��- - PROPOSED STORM SEWER PROPOSED SEDIMENT CONTROL L► AT OCS I CATCH BASIN PROPOSED FES WITH INLET PROTECTION m PROPOSED FES WITH RIPRAP SF PROPOSED SILT FENCE �I PROPOSED BIDROLL - EXISTING TREE EXISTING TREELINE I- - - - EXISTING LANDSCAPING EXISTING SANITARY MANHOLE .r EXISTING SIGN EXISTING OVERHEAD ELECTRIC LINE 1 , ` �.' EXISTING POWER POLE ' < EXISTING FES EXISTING WETLAND I EXISTING CONCRETE PAVEMENT i EXISTING GRAVEL PAVEMENT � x! v se.T PROPOSED BITUMINOUS PAVEMENT N e� PROPOSED CONCRETE PAVEMENT LIF--- 77-E-2-7-1 77-E-2-7-1] PROPOSED GRAVEL PAVEMENT PROPOSED I :'i lLX iiLC7S2'iJSd EROSION CONTROL BLANKET I) I fl I PROPOSED ROCK CONSTRUCTION 1 ENTRANCE ----- PROPOSED FENCE DI �I PRELIMINARY NOT FOR CONSTRUCTION BURY INDUSTRIES, LLC CLIENT PROJECT NO: I I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN �as�ema,��ssw�sunuroeaP�w�n �F�Ya vM��Nn Cv.W.�N�,Oa['w�. W�,yrfxam,v. OiiMP�� GYIAWP.'AtATh£YPYIX4LLVYlt(f FDi3S6Y •lYMLLG [�rtda(fvA\LLCbll-ALL WC.nS �9i1� DATE DRAWN: 004117 CMB DESIGNED: CHECKED: APPROVED: AMB PDK DRAWING TIRE: OVERALL EROSION AND SEDIMENT CONTROL PLAN PROJECTNO: DRAWING NO: 160616 C300 SCALE:LE: AS NOTED GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ANDERSON ENGINEERING PROJECT NUMBER 14685, DATED MAY 22, 2017. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY NTI IS PENDING. 3. CONTRACTORTO FIELD VERIFYALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARETO REMAIN UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 6. ALL WORK TO CONFORM WITH CITY OF OTSEGO AND STATE OF MINNESOTA STANDARDS AND REGULATIONS. 7. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P"EXCAVATIONS AND TRENCHES'. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF CURBLINE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. 9. FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTOR/SURVEYOR TO STAKE THE END OF FES FOR LOCATION. 10. PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITY OF OTSEGO AND MNMUTCD REQUIREMENTS. 11. ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED. j — — — — — — — — — — — — — — — — R.O.W. PAVING NOTES LEGEND 1. ALL APPLICABLE DIMENSIONS ARE TO BACK OF CURB UNLESS — — EXISTING PROPERTY LINE NOTED OTHERWISE.EXISTING R.O.W. • EXISTING SECTION LINE — — EXISTING EASEMENT -- lY-- PROPOSED STORM SEWER ® PROPOSED OCS 9 PROPOSED CATCH BASIN EZ PROPOSED FES G # EXISTING TREE EXISTING TREELINE — — EXISTING LANDSCAPING 0 EXISTING SANITARY MANHOLE -)•- EXISTING SIGN nnr EXISTING OVERHEAD ELECTRIC LINE X EXISTING POWER POLE EXISTING FES j EXISTING WETLAND EXISTING CONCRETE PAVEMENT EXISTING GRAVEL PAVEMENT _ PROPOSED BITUMINOUS. PAVEMENT • PROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL PAVEMENT _ '-. ---- PROPOSED FENCE lJ '— (D O Q O O cxa a s.•a mrxaE sees Go o 0 \ \ \ CB -103 \ (BY OTHERS)_ \ R28.33' PROPOSED CONCREFE APRON SEE DETAIL C-5020IC502 PROPOSED B612 CURB AND GUTTER SEE DETAIL 7100HIC503 PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT SEE DETAIL C-5044IC502 PROPOSED FENCE 21.75 153.6T SEE DETAIL C-1001fC502 PROPOSED DOUBLE VEHICULAR GATE, SEE DETAIL C-400210504 PROPOSED 8612 CURB AND GUTTER CBMH-102 \ \ (BY OTHERS)\ \\ —'CB -101 (BY OTHERS) _ \ _ CBMH-100 —� (BY OTHERS) -R,1833'- 1-200 R46.33'_i_200 \T — ( I - SECTION LINE — NE SEE DETAIL 710OWC503 R.Q—w T I I — — — — -- PAVING NOTES LEGEND 1. ALL APPLICABLE DIMENSIONS ARE TO BACK OF CURB UNLESS — — EXISTING PROPERTY LINE NOTED OTHERWISE.EXISTING R.O.W. • EXISTING SECTION LINE — — EXISTING EASEMENT -- lY-- PROPOSED STORM SEWER ® PROPOSED OCS 9 PROPOSED CATCH BASIN EZ PROPOSED FES G # EXISTING TREE EXISTING TREELINE — — EXISTING LANDSCAPING 0 EXISTING SANITARY MANHOLE -)•- EXISTING SIGN nnr EXISTING OVERHEAD ELECTRIC LINE X EXISTING POWER POLE EXISTING FES j EXISTING WETLAND EXISTING CONCRETE PAVEMENT EXISTING GRAVEL PAVEMENT _ PROPOSED BITUMINOUS. PAVEMENT • PROPOSED CONCRETE PAVEMENT PROPOSED GRAVEL PAVEMENT _ '-. ---- PROPOSED FENCE lJ '— (D O Q O O cxa a s.•a mrxaE sees Go o 0 \ \ \ CB -103 \ (BY OTHERS)_ \ R28.33' PROPOSED CONCREFE APRON SEE DETAIL C-5020IC502 PROPOSED B612 CURB AND GUTTER SEE DETAIL 7100HIC503 PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT SEE DETAIL C-5044IC502 PROPOSED FENCE 21.75 153.6T SEE DETAIL C-1001fC502 PROPOSED DOUBLE VEHICULAR GATE, SEE DETAIL C-400210504 PROPOSED 8612 CURB AND GUTTER CBMH-102 \ \ (BY OTHERS)\ \\ —'CB -101 (BY OTHERS) _ \ _ CBMH-100 —� (BY OTHERS) -R,1833'- 1-200 R46.33'_i_200 \T — ( I - SEE DETAIL 710OWC503 � - PROPOSED CONCRETE WALK - : SEE DETAIL C-500210502 _ _ PROPOSED CONCRETE --PROPOSEDFENCE _ WW __ _ _ •""""""•"'""""'"" c -; 1 _ or PAVEMENT SEE DETAIL C-4001IC502 - - SEE DETAIL CSOOOK:502 _ .. • •-•PROMOS '2) ADA STALLS AIL G5024/C504 I PROPOSEDFENCE - PROPOSED FENCE SEE DETAIL G4001/C502 - - SEE DETAIL G-400110502 - 5.00 4'WIDE SINGLE LINE YELLOW- PROPOSED GRAVEL PAVEMENT .-. SEE DETAILC5074/C500 __: PLACE Q45 -ANGLE 2.0'O.C. In -- ---- R3.33' R3_.33' - PROPOSED CONCRETE APRON PROPOSED BUILDING SEE DETAIL C-5000/0502 R1.33' FFE = 9722$ R3.33_' PROPOSED CONCRETE APRON ..- . - - _ - PROPOSED 8612 CURB - - ,SEE DETAIL C -5000/C502 -- - PROPOSED HEAVE DUTY - _ - - 7 _ 4' WIDE YELLOW PAINT - AND GUTTER _.. . , _ - - .= BITUMINOUSPAVEMENT - STRIPE (TYP) SEE DETAIL 7100H/C503 - SEE DETAIL C-SM/C502 SEE DETAIL G5085IC502 - - PROPOSED GRAVEL PAVEMENT - SEE DETAIL C 5074/0502 - rPROPOSEDFENCE usum SEE DETAIL C4DOI1C502 ZI LINE _ .._� .. .. . . _ — — — — — — - � F- — — — — — — — —. - - — — — — — — — — — — — — — — Ng1YV=15 S � _" EXISTING DRAINAGE/ UTILITY EASEMENT EX -SAN EX --SAN EX -SAN EX -SAN EX-SAN— EX�S — — — _M. .7 -EXISTING DR AINAGE/UTILITYEASEMENT ----- -I- NORTH SITE PAVING PLAN 0400 1'=50• 0 50' 100' 150' BURY INDUSTRIES, LLC I CLIENT PROJECT NO: J PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: rius.'o� a�.wsanciude 'm" �xn�sm� vx i�xr ffosm.snuim.xxxo.�wca.�urEvawrm. WR�nVeelxv MLLC RINE EIDi�sv �u'mnan Vµ11LAll-Niavns � )ATE DRAWN: 06/14/17 CMB )ESIGNED:CHECKED: APPROVED: AMB PDK RAWING TITLE: SITE PAVING PLAN 20JECTNO: DRAWING NO: 160616 C400 ;ALE:LE: AS NOTED FES -100 (BYOTHERS) ( FES -200 wl z SII : O plnf ¢ WW c J. Ng1YV=15 S � _" EXISTING DRAINAGE/ UTILITY EASEMENT EX -SAN EX --SAN EX -SAN EX -SAN EX-SAN— EX�S — — — _M. .7 -EXISTING DR AINAGE/UTILITYEASEMENT ----- -I- NORTH SITE PAVING PLAN 0400 1'=50• 0 50' 100' 150' BURY INDUSTRIES, LLC I CLIENT PROJECT NO: J PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: rius.'o� a�.wsanciude 'm" �xn�sm� vx i�xr ffosm.snuim.xxxo.�wca.�urEvawrm. WR�nVeelxv MLLC RINE EIDi�sv �u'mnan Vµ11LAll-Niavns � )ATE DRAWN: 06/14/17 CMB )ESIGNED:CHECKED: APPROVED: AMB PDK RAWING TITLE: SITE PAVING PLAN 20JECTNO: DRAWING NO: 160616 C400 ;ALE:LE: AS NOTED MANHOLE I CATCHBASIN SCHEDULE STRUCTURE CONNECT RIM 6' GATE VALVE ' TO STUB PROVIDED BY CITY CB -103 NAME: DETAILS: ELEVATION: PIPES IN: PIPES OUT INV:965.40 (S) 49• @T OCS202 INIET GRATE HAMA9 STMES 968.E 15'RCP BNOVT=%3.02 PART#P-MH SYIMMERGRATE INIV:963.18 (E) 48• CB -103 INLET GRATE 969.16 12'RCP INV DVT=965.40 NEENAH R -3067-V9 48• CR -1U/ WIET GRATE %922 ITRCPINVDUT=96552 NEENAH R -3067 -VB 48• C ml METGRATE %7.81 WRCPONW=96' M 15-RCP81VOa7T=96253 NEENAH RJ067-va 48' CBMH-200 08ET GRATE 967.80 15'RCP 9N FV=96245 IYRCPINVWT=96Z.45 NEENAH Ra057-VB w mw -100 WIEf GRATE 95922 IT RCP Iw X64.79 24•RCP WVOHT-96251 umm R3007 VB w• CBM lm -ET RATE 968.78 IT RCP RN W=965.07 24'RCP WVOUi=963.18 NEENAH R -3W7 -C T I I GENERAL NOTES 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY ANDERSON ENGINEERING PROJECT NUMBER 14685, DATED MAY 22, 2017. BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY. REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY NTI IS PEN DING. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. 4. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO KEEP FROM DAMAGE ALL EXISTING IMPROVEMENTS,LANDSCAPING, STRUCTURES AND UTILITIES THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE AT OWN EXPENSE. 6. ALL WORK TO CONFORM WITH CITY OF OTSEGO AND STATE OF MINNESOTA STANDARDS AND REGULATIONS. 7. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P -EXCAVATIONS AND TRENCHES'. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. B. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE COORDINATE LOCATION OF MANHOLE COVER AND CASTING SO THAT IT IS PROPERLY LOCATED AT THE BACK OF CURBLINE FOR THE CURB INLETS OR CENTERED IN THE AREA AS SHOWN ON THE PLAN FOR THE AREA DRAINS AND MANHOLE COVERS. 9. FLARED END SECTIONS (FES) ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE. ALL PIPE LENGTHS INCLUDE FES. CONTRACTORISURVEYOR TO STAKE THE END OF FES FOR LOCATION. 10. PROVIDE TRAFFIC CONTROL AT STREETS AND SIDEWALKS PER CITY OF OTSEGO AND MNMUTCD REQUIREMENTS. 11. ANY WORK PERFORMED OUTSIDE THE PROPERTY BOUNDARIES MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENT AGENCIES AND APPROPRIATE PERMITS MUST BE OBTAINED. R.O.W. - SECTION LINE 73RD ST NE -----__-_ _- SANITARY MH (BY CITY OF OTSEGO) 'RIM -964.5 I INV - 939.7 170 LF SDR 26 PVC @ 9.00% OCS-202 RIM:968.00 INV:963.02 (E) f218 LF SDR 26 PVC @ 3.00% - ll - 1 --V, CONNECT 6' GATE VALVE ' TO STUB PROVIDED BY CITY CB -103 (BY OTHERS) RIM:969A6 INV:965.40 (S) 43 LF 12' RCP @T CBMH-102 (BYOTHERS) RIM:968.78 INV.965.07 (N) INIV:963.18 (E) @ 0.24% 195 LF 15' RCP RIM:96 I RIM:967.81 @ 0.25% INV:962.53 (V) INV:962.53 (E) SANITARY MH RIM -970.0 INV - 958.0 UTILITY NOTES LEGEND 1. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE - - EXISTING PROPERTY LINE PERFORMED IN ACCORDANCE WITH CITY OF OTSEGO AND STATE _ _ EXISTING R.O.W. OF MINNESOTA REGULATIONS AND STANDARDS. 2. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE EXISTING SECTION LINE LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL - - EXISTING EASEMENT EXISTING PUBLIC AND PRIVATE UTILITIES WHICH MAY INCLUDE BUT -p-- PROPOSED STORM SEWER IS NOT LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM PROPOSED SANITARY SEWER SEWER AND WATERMAIN. CONTRACTOR TO CONTACT 811 BEFORE I PROPOSED WATERMAIN EXCAVATING. 3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE - > PROPOSED SANITARY SEWER (BY CI` DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. -I PROPOSED WATERMAIN (BY CITY) REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE PROPOSED SANITARY MANHOLE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR SWEEPING. STREET WASHING IS ALLOWED ONLY -d PROPOSED FIRE HYDRANT AFTER SHOVELING OR SWEEPING HAS REMOVED SEDIMENT. SEE CITY OF OTSEGO STANDARDS AND REGULATIONS. ® PROPOSED OCS 4. PROVIDETHE FOLLOWING MINIMUM COVER OVER THE TOP OF PIPE 8 PROPOSED CATCH BASIN AS FOLLOWS: m PROPOSED FES A. B' OVER WATERMAIN C' EXISTING TREE B. &OVER SANITARYSEWER C. I.W OVER STORM SEWER ""im EXISTING TREELINE 46' B -B ROAD I I I - EXISTING LANDSCAPING (BY CITY OFMAIN - - i EXISTING SANITARY MANHOLE WATER MAIN EXISTING SIGN (BY CITY OF OTSEGO) � I v oew EXISTING OVERHEAD ELECTRIC LINE SANTTARYSEWER I ( w EXISTING POWER POLE 3 (BY CITY OF OTSEGO)- ( EXISTING FES J.268 LF 24' RCP I a EXISTING WETLAND @ 0.25% CB -101 I I / - EXISTING CONCRETE PAVEMENT (BYOTHERS) RIM:969.22 - ' k EXISTING GRAVEL PAVEMENT INV:965.22 (S) PROPOSED BITUMINOUS PAVEMENT 43 LF 12' RCP PROPOSED CONCRETE PAVEMENT _ @ 0.98% ' 8'PVC C900 DR78 PROPOSED GRAVEL PAVEMENT 209 LF 15'RCP \ _ _---- PROPOSED FENCE j 1t- @ 0.22% SANITARY MH CBMH-100 (BY CITY OF OTSEGO) (BY OTHERS) RIM -964.5 RIM:969,22 CBMH-200 INV - 939.7 IW.'964.79 (N) RIM:967.80 I INV:962.51 (S)/ INV962A5(W) INV:962A5 (E) 8X6 TEE 6' PVC C900 DR18 COMBINATION FIRE AND DOMESTIC SERVIC.F - - - - - _ - _ - ] F- - - - _ _ _ - - I.I -i EX -SAN X --SAN EX_SAN �- ..�_ - - - - - _ - _ - - NORTH UTILITY PLAN C450 1�SD 0 50' 100' 150' @ 0.60% FES -100 (BYOTHERS) IE --962.00 I I FES -200 IE=96200 J z 0 al I� II i it i I II it I BURY INDUSTRIES, LLC I CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: NM09N PNR.KR GN MM�.VAlA4NVAff LLvku.4F55EFiE54T Ctp,vArtl•Al�B:/LL�96AFsel. �Il DATE: DRAWN: 06114/17 CMB DESIGNED: CHECKED: APPROVED: AM 8 PDK DRAWING TITLE UTILITY PLAN PROJECTNO: DRAWING NO: 160616 C450 SCALE:LE: AS NOTED I oo��¶�E BAG III)II QD 0 DROP INLEF WITH CRATE STYPE FF (MONO MONO FABRIC) BAG FILLED WITH 1.5" CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL 18" OF GEOTEXTILE IS WRAPPED AROUND THE WOOD 2"X 4" AND STAPLED. GEOTEXTILE SIZE SHALL BE 8" MIN. GREATER ON ALL �,_vd'•-0^: SIDESOF THE INLET COVER. PLACE GEOTEXTILE UNDER INLET COVER.(D WOOD 2"X4" EXTENDED B" BEYOND CRATE WIDTH ON BOTH SIDES. 10 ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3885 FOR MACHINE SLICED. (2) WIMCO'S MAY BE USED IN PLACE OF ABOVE. © ALL DROP INLET PROTECTION SHALL BE REMOVED PRIOR TO WINTER FREEZE. DROP INLET PROTECTION NO SCALE In O APPROVED STANDARDPLATE NO. O REVISED •_ >! FEB 1�9 'Y XIXNESOTA FINISHED SURFACING (TOPSOIL, PAVEMENT, ETC.) SLOPE PER O.S.H.A. REQUIREMENTS FINAL BACKFILL, CAREFULLY PROJECT NO: PLACED AND COMPACTED MnDOT 2573 FILL MATERIAL' C500 MACHINE SLICED OR — r w. SPRINGLINE ,r1 INITIAL BACKFILL, _ CAREFULLY PLACED AND COMPACTED FILL MATERIAL - �®®Ipp��pGpIqq��19111��1��111 3 -(MIN-) f BEDDING NOTES: 1. 'FINAL BACKFILL MAYBE SUITABLE ONSITE MATERIALS. COORDINATE WITH GEOTECHNICAL ENGINEER ON SUITABILITY OF ONSRE MATERIAL NOT RCP PIPE BEDDING - CATEGORY II SOILS DETAIL C-6200 POUR CONCRETEId`s CONCRETE BLOCK i p COLLAR AROUND FES _ f TO ANCHOR BLOCKS ® � -[ - �` 66 A GEOTEXTILE FABRIC SEC. B -B BLOCK SHALL BE W/TOP LLE D 155 q g e e DIMENSION E IS GIVEN ON 2 STD. PL. 3100 & 3110. e o 0 o e e e e o A 1ST ROW OF e e e BLOCK SHALL .BE KEYED" IN e e AT TOP AND e e o 0 0 ALONG EDGES B co 50� USE EQUIV. D FOR PIPE ARCH (SEE STD. PL 3110 FOR EQUIV. D) [CONCRETE BLOCK ARTICULATED CONCRETE BLOCK SHALL BEA HANDPLACED INTERLOCKING CONCRETE BLOCK SYSTEM, CABLE CONNECED CONCRETE BLOCK MAT, OR APPROVED EQUAL 10 FOR PIPES GREATER THAN OR EQUAL TO 4W% USE 2.0' 2) GEOTEXTILE FABRIC PER Mn/DOT SPEC. 3733. FABRIC SHALL BE OVERSIZED A MINIMM OF 12' AND COVER THE ENTIRE AREA UNDER THE BLOCK MAT AND EXTEND UNDER THE CULVERT APRON 3 FEET. 0 IF A CABLE CONCRETE SYSTEM IS USED, MULTIPLE MATS MUST BE TIED TOGETHER PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDING BEYOND THE FINISHED o�SeU I STANDARD PLATE N0. 500 REVISED G - 8-18-15 NINNE50TA J�L 24 y I 24O -r— 10 If 1 10 (10� STAKES PLACED BEHIND SILT �} SOCK TO PROVIDE ADDITIONAL 1 SUPPORT AS NEEDED(DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15% a � 0 2" TRENCH p BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. ® SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE 5 REMOVED. _59 SILT SOCK `� No SCAUT to APPROVED STANDARDPLATEN0. 0 REV SCD FEe XD� -'" wNwlEsorA WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM - END OF BLANKET ,o NIH BURIED IN 6" DEEP VERTICAL TRENCH NOTE: WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO M%DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE S � APPROVED CITY of ®tse O STANDARD PLATE NO. REVISED LJ 502 " NARC'�1 1005 MINNESOTA 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE BURY INDUSTRIES, LLC I CLIENT PROJECT NO, I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: euucNawNm�avED,uxrw�m.P.sxm.� ca. MYHlEORNPA.NRCWAYY�Ae..'NM1FYRIXELL�IxFSEiDYSAY DATE: DRAWN: 06114117 CMB DESIGNED: CHECKED: APPROVED: AMB PDK DRAWING TITLE: DETAILS PRELIMINARY PROJECT NO: DRAWING NO: MnDOT 2573 160616 16 fi0fi C500 MACHINE SLICED OR — AS NOTED PREASSEMBLED MIN. 2 1/2' - �®®Ipp��pGpIqq��19111��1��111 ABOVE GROUND OPTION AS APPROVED BY THE CITY ENGINEER. 6"X6" EARTH FILL I II FENCE MINOR MATERIAL 6" APRON 5' POSTS - 8' MAX. ON CENTER - =2:g1pBipp1�t1101L�1IGIS� -_ MINIMUM 2' PENETRATION - ®1.■1GQgLg2g22I�02991�11 REF. MnDOT 3886 - SILT FENCE NO SCALE S or IA _ ®III�IIIIIIIII APPROVED PO _ ®�� TURF ESTABLISHMENT AREAS REV SED 5-10-07 ® , NIN NESOTA (AT PIPE CULVMT DOS � ' J�L 24 y I 24O -r— 10 If 1 10 (10� STAKES PLACED BEHIND SILT �} SOCK TO PROVIDE ADDITIONAL 1 SUPPORT AS NEEDED(DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15% a � 0 2" TRENCH p BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. ® SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE 5 REMOVED. _59 SILT SOCK `� No SCAUT to APPROVED STANDARDPLATEN0. 0 REV SCD FEe XD� -'" wNwlEsorA WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM - END OF BLANKET ,o NIH BURIED IN 6" DEEP VERTICAL TRENCH NOTE: WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO M%DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE S � APPROVED CITY of ®tse O STANDARD PLATE NO. REVISED LJ 502 " NARC'�1 1005 MINNESOTA 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE BURY INDUSTRIES, LLC I CLIENT PROJECT NO, I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: euucNawNm�avED,uxrw�m.P.sxm.� ca. MYHlEORNPA.NRCWAYY�Ae..'NM1FYRIXELL�IxFSEiDYSAY DATE: DRAWN: 06114117 CMB DESIGNED: CHECKED: APPROVED: AMB PDK DRAWING TITLE: DETAILS PRELIMINARY PROJECT NO: DRAWING NO: MnDOT 2573 160616 16 fi0fi C500 MACHINE SLICED OR — AS NOTED PREASSEMBLED MIN. 2 1/2' ABOVE GROUND OPTION AS APPROVED BY THE CITY ENGINEER. 6"X6" EARTH FILL I II FENCE MATERIAL 6" APRON 5' POSTS - 8' MAX. ON CENTER MINIMUM 2' PENETRATION REF. MnDOT 3886 SILT FENCE NO SCALE S or IA APPROVED PO _ ®�� STANDARD PLATE NO. U REV SED 5-10-07 y ^I NIN NESOTA J�L 24 y I 24O -r— 10 If 1 10 (10� STAKES PLACED BEHIND SILT �} SOCK TO PROVIDE ADDITIONAL 1 SUPPORT AS NEEDED(DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15% a � 0 2" TRENCH p BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. ® SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE 5 REMOVED. _59 SILT SOCK `� No SCAUT to APPROVED STANDARDPLATEN0. 0 REV SCD FEe XD� -'" wNwlEsorA WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM - END OF BLANKET ,o NIH BURIED IN 6" DEEP VERTICAL TRENCH NOTE: WOOD FIBER BLANKET SHALL BE PLACED AND STAPLED ACCORDING TO M%DOT SPECIFICATION 2575.3K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM OF 6". PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN WOOD FIBER BLANKET. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SCALE S � APPROVED CITY of ®tse O STANDARD PLATE NO. REVISED LJ 502 " NARC'�1 1005 MINNESOTA 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE BURY INDUSTRIES, LLC I CLIENT PROJECT NO, I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: euucNawNm�avED,uxrw�m.P.sxm.� ca. MYHlEORNPA.NRCWAYY�Ae..'NM1FYRIXELL�IxFSEiDYSAY DATE: DRAWN: 06114117 CMB DESIGNED: CHECKED: APPROVED: AMB PDK DRAWING TITLE: DETAILS PRELIMINARY PROJECT NO: DRAWING NO: NOT FOR CONSTRUCTION 160616 16 fi0fi C500 6D AS NOTED CAST IRON EXTENSION RING INSTALLED WITH SEALANT PER NEEHAN R-1642. HAMILTON KENT MANUFACTURES RECOMMENDATIONS UFESPAX SYSTEM, OR APPROVED EQUAL WORDS "SANITARY SEWER" EXTERNAL CHIMNEY SEAL PER 5ID IMPRINTED ON COVER. PLATE 310. THREADED INSERT TO ACCEPT 1/2' BOLT OR RODDING. EMBEDDED PUCE BUITL SEALANT INTO TOP OF CONCRETE MANHOLE AROUND EACH ANCHOR CONE AT LEAST 3'. 4 EACH TO BOLT IN EACH MATCH FRAME ON 33" BOLT ADJUSTMENT RING. CIRCLE 2]" ADNSNJG WNG(S) PER STp PLATE 109. Platt TWO I/2' BEADS OF num SGUIR MANHOLE CARE BETWEEN FIRST ADNSTMENT RING AND CONCRETE STRUCTURE ONE BIRD BETWEEN EACH SUBSEQUENT FUND AND FRAME STANDARD MANHOLE FRAME AND CASTING (ALL MANHOLES EXCEPT WHERE WATERPROOF FRAMES AND CASTINGS ARE REWIRED) MEEHAH R -1755-F2, HAMILTON KENT LIFESPAN SYSTEM, OR EQUAL WORDS "SANITARY SEWER" IMPRINTED ON OUTER COVER INNER 'U' IRON EZ STICK MASTIC THREADEDINSERT TO ACCEPT 3/4" OR EQUAL - BOLT OR RGMHG. EMBEDDED PLACE 2 BEADS INTO TGP OF CONCRETE MANHOLE CONE ATLEAST 3'. 4 EACH TO MATCH FRAME ON 34 1/4" BOLT CIRCLE GASKET 3/4' DIA, 316 STANILESS STEEL BOLT 3 1/2" LONG. WATERPROOF FRAME AND CASTING (ALL FORCEYNN MANHOLES. OR AIT YANHOLL WITHIN GREEN SPACES OR WITHIN; THE 100 YR HW1 AREA) NOTE; 1. ALL NUTS. BOLTS, THREADED INSERTS, AND RODDBJG SHALL BE 316 STAINLESS 5TEEL 2. CLI" ALL SURFACES TO REMOVE SCALE OR LOOSE IMPEDIMENTS BEFORE PLACING ANY MASTIC. SEAM, OR MSTAUATNN of FRAME AND MIND SYSTEM. 3. HEADMAN R-1642 SYSTEM SMALL CONSIST OF CAST IRON FRAME, SOLID CAST IRON LID, CAST IRON EXTENSION KING AND HDPE -PLASTIC' ADJUSTMENT MO. 0. HAMILTON KENT. LIFESPAN SYSTEM SMALL CONSIST OF ELASTOMERIC FRAME. ELASTGMERIC EKIENIM I RING. ELASTOMEHIC AOJUSTUENT RISERS AND CAST IRON UD. UD SMALL HAVE (3) THREE LOCKING CAM LUGS, TIGHTER TO 5D FT -LBS TORQUE 2 NEENAN R -t]55 -E2 SYSTEM SHALL CONSIST OF CAST IRON FRAME, SOLID CAST IRON LID, B INNER UD. THOUGH NOT TYPICAL IF NECESSARY HOPE 'PLASTIC" ADJUSTMENT RINGS SHALL BE USED. THE INSERT EXTENSION RINGS ARE NOT ALLOWED FOR FINAL CASTING aDiu5TMEHTS WITH THESE FRAMES AHD CASTINGS. CAU SANITARY MANHOLE FRAME AND CASTING No SCALE PROVED " OtSe F O STANDARD PLATE NO. O g REvaEO 7, 8-18-I6 MINNESOTA ((� Qi2 _ GROUT BOTTOM TO SLOPE -• TOWARD PIPE AS SHOWN BY ARROWS _ 1 FORM 1/2 PIPE SECTION OF AOJUSTINO RING(5) PER 5T0 •} - - ` LARGEST GIAMETER PIPE HATE 309 SECTION A -A r FRAME AND CASING PER 510 PLATE 307 ALL OISEGO SANITARY MANHOLES MOISTURE PROOF BOTH SIDES 21' NORMAL WATER CONSEAL CS -55 (GRAY) OR APPROVED EQUAL DO NOT COAT I PRECAST DOWNSTREAM UPSTREAM SIDE RUBBER GASKETS OR 80075 _ ECCENTRIC WEIR TO SEAL p INV: 964.00 THE OVERFLOW ELEVATION SHALL BE AT OR j DUCER SECTION MAXIMUM DISTANCE FROM GASKET (SPEC. POSTNN OPINING ' POI TO FIRST STEP IB 24' 3726 TYPE B) OR APPROVED EQUAL AND SIDS W I DOWN STREAM SUN APPROVED SrEP5 PER YEAR ELEVATION INTO MANHOLE 12" O.C. MH/DOT PLATE NO. 4160 J NOTES: wo WALLS TO RE COHSIRUCTED OF PRECAST SECTIONS WITH ' TO THE PRE -CAST ANCHORS: HVA ADHESIVE ANCHOR R-4 JMHiS. SYSTEM, WITH HVA ADHESIVE CAPSULES AND 05 6' REBAR, AS MANUFACTURED BY HILTI CORP OR RUBBER WATERPROOF APPROVED EQUAL GASKETS REQUIRED FOR >e JOINTS FROM 3' ABOVE PIPE INSERTS WALL AND BASE WATER TABLE AND BELOW 48' 1- SHALL BE SEALED (SEE SLD EQUIVALENT PRECAST MANHOLE SECTIONS I1� /{I PLATE 314) A ,®eLeAe ze®e�oA• o \"BtBI N0'10"/ A 6" BASE OR INTEGRAL BASE FOR y QTc ALL MANHOLES LESS THAN 14 FF a CONCRETE SULK- , �'� ^�'-= ^ % DEEP INCREASE BASE 2' PER 6 FT OF DEPTH BEYOND 14 FT GROUT FLOW UNE MANHOLE INVERT SHALL 1 MANHOLE NOTES: AS 5NOWN ABOYE BE SLOPED 70 PROVIDE MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET SMOOTH now mom TNIET TO OUTLET RTNFORGNG SHALL BE A MINIMUM OF A SINGLE UNE WIRE FABRIC HAVING AN - o�Je P AREA OF NOT LESS THAN 0.12 $0.IN. PER R. OF HEIGHT. REV SED 8-18-15 y CASTING AND PRECAST RINGS ALTERNATE _ -• ' • PIPEA. OPE IN) SIZE (IN. (WHEN REOU SHALL BE SET ON A FULL MORTAR BEA. SANITARY SEWER SECTION A -A 15 24 OSTANDARDMANHOLNSCALEE MPROVEp TY OF �y oGSe� uiuu«,.r STANDARDOOPLATE NO. RENSm B-iB-IS N4 REBAR NORMAL WATER 12" O.C. EW DOWNSTREAM UPSTREAM SIDE GROUT AROUND SIDE OF WEIR - OF WEIR WEIR TO SEAL p INV: 964.00 THE OVERFLOW ELEVATION SHALL BE AT OR INV:963.00 FLOW 3 ABOVE THE PEAK 2 -YEAR STORM EVENT MANHOLE (WALL OR BASE) 48 IN. :26 - 1 ,• 1 I ¢4 ANCHOR PRE -CAST YEAR ELEVATION INTO MANHOLE 12" O.C. SKIMMER STRUCTURE WITH WEIR NOTES: I +. 1. THE FOLLOWING MAY BE USED AS AN ALTERNATIVE ' TO THE PRE -CAST ANCHORS: HVA ADHESIVE ANCHOR TTY OF �,J SYSTEM, WITH HVA ADHESIVE CAPSULES AND 05 REVISED ^ FEB 2009 REBAR, AS MANUFACTURED BY HILTI CORP OR NINNE3oTA APPROVED EQUAL 2. REINFORCEMENT BARS IN WEIR NOT SHOWN. >e WEIR REINFORCEMENT E WALL AND BASE CLEARANCE ( -) / 48' HAALA 48-57 PLATE STYLE GRATE OR r / V EQUIVALENT PRECAST MANHOLE SECTIONS I1� /{I N4 REBAR NORMAL WATER 12" O.C. EW ELEVATION 966.A;011TEGRAL RCP OUTLET PIPE 12" Min.8.25 p INV: 964.00 THE OVERFLOW ELEVATION SHALL BE AT OR INV:963.00 FLOW INV: 962"SEE ABOVE THE PEAK 2 -YEAR STORM EVENT DETAIL FOR 48 IN. :P INLET PIPE WEIR REINFORCEM BASE W. -H Pg J E E �nq EE E. -T uua� Nz o V WINS Onn .9l S E r[wwsz7 _1 ® WALL AND BASE. - !y I 6" FILTRATION DRAINTILE [wwsz] .L p INV: 964.00 THE OVERFLOW ELEVATION SHALL BE AT OR APPROVED HANDLING DEVICES TOWARD PIPE AS SHOWN ABOVE THE PEAK 2 -YEAR STORM EVENT o 48 IN. ELEVATION, BUT NO HIGHER THAN THE 100 \ OR EQUIVALENT WITH OL OR DR GRATE ADJUSTING RING(S) YEAR ELEVATION = SKIMMER STRUCTURE WITH WEIR FLOW m - I +. NO SCALE APPROVED 4 Mn/DOT 4022A TTY OF �,J RD PLATE N0. REVISED ^ FEB 2009 � NINNE3oTA 403 W. -H Pg J E E �nq EE E. -T uua� Nz o V WINS Onn .9l S E r[wwsz7 _1 ,J E - !y I 15 [wwsz] .L I " OUT BOTTOM TO SLOPE W. -H Pg J E E �nq EE E. -T uua� Nz o V WINS Onn .9l S E r[wwsz7 _1 ,J E - !y I 15 [wwsz] .L N IN. I " OUT BOTTOM TO SLOPE APPROVED HANDLING DEVICES TOWARD PIPE AS SHOWN 21 0=1=a 48 IN. E \ OR EQUIVALENT WITH OL OR DR GRATE ADJUSTING RING(S) 1 PER STD PLATE 414 TOP OF CURB m0�''1 FLOW m - I +. UNE _ COVER SLAB 4 Mn/DOT 4022A U T P I=1=1 1=A=1 R MAXIMUM DISTANCE -i -CEPS AS PERS" PRECAST SEGMENTS AS FROM RIM TO FIRST STEP 15 24". ' MN/DOT STANDARD REQUIRED IN 1 FOOT PLATE 4180) MULTIPLES B" TIzi6" >e O.C. j I PRECAST LOWER SECTION E A SFAL PIPE A MINIMUM 36" HIGH MAXIMUM CLEARANCE ( -) / WITH GROUT 48" HIGH Mn/DOT PLATE I ogees j A Q! a l 0=®e) J Y \ ° ASA=A ~ AvOatoc r / V E `r r E . r I ,®eLeAe ze®e�oA• o \"BtBI N0'10"/ OLd TES: MANHOLE INVERT SHALL BE y QTc O SINGLE LINE STEEL WIRE FABRIC FLOW FORM INLET TO OUTLET. APPROVED _ tsef°® MINNESOTA TTY OF STANDARD PLATEN0. REVISED " MARCH 2005 V GALVANIZED GRATE TOP VIEW HINGED GRATE / I -TEELJ LATE -1/2" DIAMETER, ANCHOR BOLT. MINIMUM 4" EMBEDMENT ' DETAIL 403/C5O1 STRUCTURE PLATE STYLE GRATE FOR 48" DIA. OUTLET STRUCTURE NO SCALE PPRGYEO 1TY OF STANDARD PLATE NO. O iEVISEO C, -10-07 �� HINNELOTA� GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS. A —� r''- A / I PIPE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH DL OR DR GRATE ADJUSTING RINGS) PER STD PLATE 414 WALL TO BE PRECAST SECTION OR CONCRETE o t I SEWER BLOCK P , SEAL WITH(IT PRECAST OPENINGS a . - p8pAS REQUIRED GROUT INVERT AS SHOWN ABOVE RECTANGULAR I " �X 4'-6' SECTION A -A NOTES: E 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR N 5" PRECAST SLAB. S! 2. REINFORCING SHALL BE SINGLE UNE STEEL WIRE FABRIC HAVI NG AN AREA OF NOT LESS THAN 0.12 50. IN. PER FOOT OF HEIGHT. E. 2' x 3' CATCH BASIN NO SCALE OAPPROVED _ TTY OF " Qt STANDARDD PREVIS8-/8410 OTA MINIMUM C.B. DEPTH -FLOW UNE TO INVERT 1 14" 2'-0" FORM 1/2 PIPE SECTION OF 15 LARGEST DIAMETER PIPE t - I. I N IN. I " OUT BOTTOM TO SLOPE APPROVED HANDLING DEVICES TOWARD PIPE AS SHOWN 21 SECTION A -A BY ARROWS 48 IN. CASTING NEENAH 3067 \ OR EQUIVALENT WITH OL OR DR GRATE ADJUSTING RING(S) _ A PER STD PLATE 414 TOP OF CURB FLOW m - I +. UNE _ COVER SLAB 4 Mn/DOT 4022A 1 a. MAXIMUM DISTANCE -i -CEPS AS PERS" PRECAST SEGMENTS AS FROM RIM TO FIRST STEP 15 24". ' MN/DOT STANDARD REQUIRED IN 1 FOOT PLATE 4180) MULTIPLES B" TIzi6" O.C. j I PRECAST LOWER SECTION 1 1/2" MIN. _\ REINFORCEMENT `.j .� + I A SFAL PIPE A MINIMUM 36" HIGH MAXIMUM CLEARANCE ( -) / WITH GROUT 48" HIGH Mn/DOT PLATE COVER SLAB 4005L LOWER SECTION WITH EQUIVALENT WITH OL OR DR GRATE E . r I OLd TES: MANHOLE INVERT SHALL BE y REINFORCING: SLOPED TO PR VIDE SMOOTH ¢ SINGLE LINE STEEL WIRE FABRIC FLOW FORM INLET TO OUTLET. HAVING AN AREA OF NOT LESS THAN (SEE SECTION A -A) E "o"' 0.12 SQ. IN, PER FOOT OF HEIGHT. STANDARD STORM MANHOLE - CATCH BASIN MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET NO SCALE aPPRovED o�Je P STANDARDPLATE NO. REV SED 8-18-15 y J G406 MINNESOTA MINIMUM C.B. DEPTH -FLOW UNE TO INVERT PIPE DIA. 14" 2'-0" MINIMUM DEPTH WITH 2 RINGS 15 MIN. A MINIMUM OF THREE N IN. 18 APPROVED HANDLING DEVICES 45 IN. 21 AT 120' SPACING. 48 IN. 24 \ 51 IN. _ A A GROUT INVERT I I +. a. 1 1/2" MIN. _\ REINFORCEMENT `.j .� + I CLEARANCE ( -) / COVER SLAB CASTING N 3067 OR WITH EQUIVALENT WITH OL OR DR GRATE Md/DOT 4022A TOP OF OF FLOW LINE = tD ADJUSTING RING(5) PER STD PLATE 414 SSEEOTABLE W STRUCTURE Mn/DOT - PLATE 4024A GROUT INVERT STANDARD OPENINGS - AS REQUIRED -• ' • PIPEA. OPE IN) SIZE (IN. SECTION A -A 15 24 18 26 21 30 24 34 E s 48 INCH DIAMETER SHALLOW Ew vo DEPTH CATCH BASIN MAXIMUM 24 INCH DIAMETER PIPE SIZE - NO SCALE - APPROVED TTY OF OLJe o STANDARD05LATE N0. REVISED H -16 -IS y J G MINNESOTA MINIMUM C.B. DEPTH -FLOW UNE TO INVERT PIPE DIA. MIN. DEPTH MINIMUM DEPTH WITH 2 RINGS 15 41 IN. N IN. 18 45 IN. 45 IN. 21 48 IN. 48 IN. 24 51 IN. 51 IN. CLIENT: BURY INDUSTRIES, LLC I CLIENT PROJECT NO: I MMWq NACVUVfECO?ID.PRc4i®. WF55 �-4DxOTat M W PRH, MR GYMTOFFNAi,.E LO.'MWMVA WFn1GN/VMLLC AIIDLi,.NL(aiDSFE4N'A TATE: DRAWN: 86/14/17 CMB ]ESIGNED: CHECKED: APPROVED: AMB PDK )RAWINGTITLE: DETAILS T20JECT NO: DRAWING NO: 1606 PROJECT: BURY INDUSTRIAL PARK OTSEGO,MN t6 C501 tam GALE: AS NOTED E [wwOt <u E 8 F Z4, •/�rBOO® y i E Q i mU E a = wwZE 3> 9E Lsr ' WALK WIDTH PER PLANON-REINFORCED 10' MAXIMUM CONCRETE WALK 1/4•/FT. SLOPE VOLUME) SAND COMPOST MIX LINE POST, 2' I.D. REINFORCED - COMPACTED STANDARD FILL GRANULAR BASE GALVANIZED PIPE WITH COMPACTED -I SUBGRADE SECTION GALVANIZED CAP, TYP. 7/16' 1/4'R TYPICAL �z TT 3/8' MIN 318' 1/4'R = TYPICAL JOINT FILLER FULL DEPTH OF WALK CONTROLLED JOINT EXPANSION JOINT I AT 5' O.C. MAXIMUM AT 60' D.C. MAXIMUM NOT TO SCALE CONCRETE WALK & JOINT DETAILS PLATE NO. C-5002 FES FLOW 8' FLOW NOTE: '. 1. STAKES SHALL BE INSTALLED PER DOT OR THE FOLLOWING ASA MINIMUM. A. 12' x 2' x 16' WOODEN STAKES B. STAKED Q 45' WITH TOP OF STAKE POINTING UPSTREAM. C. MAX SPACING OF STAKES SHALL BE 1.0 FEET. INLET PROTECTION AT FES DETAIL _ :'. 12' GRANULAR BASE PER � :. GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT HEAVY DUTY GRAVEL PAVEMENT DETAIL C-5074 GEOTEXTILE FABRIC MIRAF1570 OR APPROVED EQUAL 7' UNREINFORCED PORTLAND CEMENT CONCRETE SLAB , #4 BARS @ 16' O.C. EACH WAY 6' COMPACTED CLASS 5* BASE (100% CRUSHED) .: • . MNDOT3138 ' COMPACTED SUBGRADE PER GEOTECHNICAL REPORT � NOTES: 1. PROVIDE CONTROL JOINTS AT 10' O.C. MAXIMUM IN BOTH DIRECTIONS 2. CONTRACTOR SHALL SUBMITJOINTING PLAN TO OWNERAND ENGINEER FOR APPROVALA MINMUM OF 10 DAYS PRIOR TO CONSTRUCTION. NOT TO `C-5000 REINFORCED CONCRETE PAVEMENT DETAIL . ' 8' COMPACTED CLASS 5 r BASE (100% CRUSHED) MNOOT 3138.. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2' BITUMINOUS WEARING COURSE MNDOT 2331, TYPE 41 BITUMINOUS TACK COAT PER MNDOT 2357 2 112'BITUMINOUS BINDING COURS� MNDOT 2331, TYPE 31 BITUMINOUS PAVEMENT DETAIL PLATE NO. C-5044 CONCRETE CURB AND GUTTER SEE DETAIL 10' MAXIMUM TOP 4' PER SPEC. (8020 BY C-5000/CS02 FOR VOLUME) SAND COMPOST MIX LINE POST, 2' I.D. REINFORCED - STANDARD FILL CONCRETE GALVANIZED PIPE WITH NETLON ATS TO BE INSTALLED PAVEMENT SECTION 4' DEEP AT A DENSITY OF ONE GALVANIZED CAP, TYP. GALVANIZED PIPE BALE PER FIVE (5) CY OF MIX VEGETATION, SEE EXPANSION ALVANI ZED CHAIN LINK 7 GAUGE REINFORCED LANDSCAPE PLANS CORNER POST. 212' I.D. ii 2'MESH, II GAUGE TENSION WIRE OR 1518" _ _v_.W.L=967.5 NW.L=965.0 _ RAIL POURED INTEGRALLY GALVANIZED CAP, WITH CURB PLAN 8612 CONCRETE TYPICAL NOTES: O> I I WHERE STREET GRADE IS 2% OR LESS, 1. DEPTH OF FOOTINGS ARE INTO NATURAL UNDISTURBED 10' GUTTER LINE. SECTION B -B lalVARIES ASTENER, TYPICAL APPROVED SUBGRADE TO HAVE EXISTING Z SOILS RIPPED 12' BELOW SUBGRADE TO A & TEST TO A MINIMUM OF 2000 P.S.I. IN 28 DAYS. I MAXIMUM COMPACTION OF BS%STD. PROCTOR MED U ASHED SAND DENSITY. SUBGRADE TOLERANCE OF 1.V -+- O m (ASTM F2396-04) PER SPEC. SUBGRADE WORK TO BE DONE BY OTHERS ANDINSTALLED- 6' HDPE PERFORATED DRAINTILE 4 OZ NON -WOVEN INV -994.0 GEOTEXTILE MIRAFI 18ON 6* OF 114' MINUS WASHED AGGREGATE B. TOP RAIL (ASTM G33-03 NO. 89)TO ENCOMPASS DRAINTILE NOT TO SCALE RING FILTRATION DETAIL PUTS NO. G3078 S. ADDITIONAL BRACING MAY BE REQUIRED. 7 GA. REINF. . ' 8' COMPACTED CLASS 5 r BASE (100% CRUSHED) MNOOT 3138.. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2' BITUMINOUS WEARING COURSE MNDOT 2331, TYPE 41 BITUMINOUS TACK COAT PER MNDOT 2357 2 112'BITUMINOUS BINDING COURS� MNDOT 2331, TYPE 31 BITUMINOUS PAVEMENT DETAIL PLATE NO. C-5044 CONCRETE CURB AND GUTTER SEE DETAIL 10' MAXIMUM 10' MAXIMUM C-5000/CS02 FOR LINE POST, 2' I.D. REINFORCED - CONCRETE GALVANIZED PIPE WITH BRACE 15/8' I.D. PAVEMENT SECTION GALVANIZED CAP, TYP. GALVANIZED PIPE EXPANSION \B JOINTS s/ EXPANSION ALVANI ZED CHAIN LINK 7 GAUGE REINFORCED CORNER POST. 212' I.D. ii 2'MESH, II GAUGE TENSION WIRE OR 1518" TOP GALVANIZED PIPE WITH CONCRETE TO BE RAIL POURED INTEGRALLY GALVANIZED CAP, WITH CURB PLAN 8612 CONCRETE TYPICAL NOTES: WHERE STREET GRADE IS 2% OR LESS, 1. DEPTH OF FOOTINGS ARE INTO NATURAL UNDISTURBED gSOIL a GUTTER LINE. SECTION B -B SECTION A -A ASTENER, TYPICAL OR TESTED & APPROVED COMPACTED FILL 2 CONCRETE FOOTINGS SHALL BE A MINIMUM 5 SACK MIX Z & TEST TO A MINIMUM OF 2000 P.S.I. IN 28 DAYS. sq STRETCHER BAR 3. THE FOLLOWING ITEMS SHALL BE FURNISHED O m ANDINSTALLED- A. EXTENSION ARM B. TOP RAIL 4. 12GA. WIRE FASTENERS SHALL BE USED. S. ADDITIONAL BRACING MAY BE REQUIRED. 7 GA. REINF. ROWN CONC. q ; WITH RUNS OVER 200'. TENSION WIRE FOOTING FOR DEPTH -S' FOR FENCE a DRAINAGE, HEIGHT OF S' OR UNDER TYPICAL DEPTH=4' W FOR FENCE ..'_ I n• I HEIGHT OVER 5' NOTTO SCALE. CHAIN LINK FENCE PLATE NO. c-4001 . ' 8' COMPACTED CLASS 5 r BASE (100% CRUSHED) MNOOT 3138.. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 2' BITUMINOUS WEARING COURSE MNDOT 2331, TYPE 41 BITUMINOUS TACK COAT PER MNDOT 2357 2 112'BITUMINOUS BINDING COURS� MNDOT 2331, TYPE 31 BITUMINOUS PAVEMENT DETAIL PLATE NO. C-5044 CONCRETE CURB AND GUTTER SEE DETAIL C-5000/CS02 FOR REINFORCED - CONCRETE PAVEMENT SECTION EXPANSION \B JOINTS s/ EXPANSION `A• JOINTS ii CONCRETE TO BE CONTROLLED POURED INTEGRALLY JOINTS A WITH CURB PLAN 8612 CONCRETE CURB AND GUTTER ` of WHERE STREET GRADE IS 2% OR LESS, INVERT SHALL BE AT NORMAL GUTTER LINE. SECTION B -B SECTION A -A BURY INDUSTRIES, LLC I CLIENT PROJECT NO: J PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN I CERTIFICATION: 1WF7 AL DRIVEWAY PAN��r PLAMu�c.uaffw'f4ancntm bF wronnrm. cm artv�sucsn.ur.mrts�anm DATE DRAWN: 06/14/17 CMB DESIGNED: I CHECKED: APPROVED: AMB PDK DRAWING TITLE: DETAILS PRELIMINARY [El DRAWING NO: NOT FOR CONSTRUCTION C502 TYPICAL METAL STEP < TYPICAL STEP ALIGNMENT 3 O TYPICAL REINFORCED PLASTIC STEP NOES: ST SWM AEE BASI[ £SIaR OKY, siTPS SHALL [AEPA:O N HE RISER OR [OKK31 if2 Taut 45xa IorS WY v.Vtt fear ll£% aYPwuZ 5[Gilal P.TL < uDRwl DISTANCE Tf J Rl A91nTia0K N TIE a°.K R -S.- .Aw.RL AGT - BUH DA -T R. 3%pEci F ]DrNv„ a[Ax T',[REaSE _GI.PRL GE PL3WTTEA 01STURE OF 4 F . fa1 i]E .ALL tr- iK PISEA G7 CaE i•E OTI[E K YSTW.ES PFSE - - trCVF - TION --- DE PoIM a EIl3=DIEM. .AE W INIA01 A LGTOT. Or IPRNroTD RANKLE STFPS. 1 NR MAN DISTANTE IET1 THE NAG OR DEAi DO C1Pa Le 2fPR0l� STLPS Af£ 4�DDM4 CIT OTOSRE .ALL Li IEE AN`L GUE RXER OR cw Lkl1 n WL£a Ptasrr[,s OE I 4U5]Ffa ai DE E£NTaI raIE CF GLHON l]E sT[v. n 1K dn4. a' TEE fba822T. ORSIPPt1E.• ©aiFPS SIIA� % •3..cEo aT A YA9aH 0Es1(+r OlSi EPs 9W.L CaEOPD 10 a5N -11- " API. YL9Y OL SIEa 116BDTD lEG 5£CHD2S DIKL RE'I- O SS EP$RILL ITK A TWIUW TRO55 ErL- OINK . A NEIF.RIE P3DTEETIK llTB3: OR EI 11" FOR .I . �rrATRo1;a4T T Tuns eu[L r Trrn4vfn eT 50 w. tvvw aE14E vcRliuL 5 .- r0 -T I.T rRv. T Az OTIERv1`= WIED M IN6 MTE s aliA,, tr-F 15 ]Y2•. O suitcaFcwl 10 TIE r¢v rN1EIns of Asia uie. 40 TM aw.0 w. a( Rues a nuts 5N]u EE ID RL /FFFOVEp DEC_30, 19_6 STATE O:- TillES4Td SPECIFICATION S13t®AFD DEPART t OF TRYlSPoRT`N` PEfU3DKC PLATC G IRA j"_Ul �4,FP MANHOLE OR CATCH BASIN STEP x505 41601 siaiE ILSNN CNOPECR HYDRANT LOCATOR ROD (FULLY WRAPPED FIBERGLASS) 5 FT LENGTH RED/WHITE WITH STAINLESS STEEL SPRING MOUNT 21/2" HOSE CONNECTION 4 1/2" PUMPER CONNECTION 1 o j NOTES: ' z r 1. 22" BREAKOFF SECTION 2. LEFT HAND OPERATING NUT 3. PAINT BARREL SECTION RED TO GRADE 4.11 RAIN HOLES ABOVE NORMAL WATER NOMINAL TABLE TO BE OPEN, DRAIN HOLES w BELOW NORMAL WATER TABLE TO BE z 7 LINE GROUND PLUGGED. HYDRANTS WITH PLUGGED 3 8' DRAIN HOLES SHALL BE TAGGED WITH e / A METAL STRIP AND THE NOZZLE PAINTED BLACK 5. ALL CAPS SHALL BE FITTED WITH STANDPIPE CHAINS. BOTTOM 6. ALL BELOW GROUND NUTS AND DOLTS SHALL BE CORE -BLUE OR 316 STAINLESS STEEL m 0 0 0 - 0 0 PACER TRAFFIC FLANGE HYDRANT b (OR APPROVED EQUAL) NO SCALE APPRDVED TY OF 4f STANDARD PLATE NO. REWSED ®6e ® .03 8-38-t5 MINNESOTA I a � TEE Gr PLUG i+lulwnl x,rnnan HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED I ' Oa PACER TRAFFIC FIANCE HYDRANT OR APPROVED EQUAL I o I m W C o w a 3 x M 4X 2' tz C-qj zI..3F H m h J o 0.73 CuYds •+ tEi 0.53 CuYds r s c p -1 w 0.82 CuYds W K��O~IT M .0 3z hx i r N 3 1.34 CuYds W 1.63 CuYds j a tix Q 0WmWMa tii - d ,s o15ENslalls mgt ;gamy gg[ tgr - �8z fa} �' >gt t6 o: Eg3 zg> Yl 2 O z • NOTE: REF jj<JM oMSla--� 2 C m w �O °- wrc r POLYETHYLENE OR BUILDING PAPER PRIOR TO CURB AND GUTTERP' POURING. (i Z7100H 5¢W 2 CONCRETE BLOCKING SHALL BE POURED AGAINST j aw o G,a 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR o M M H+ c� 3 0 `\ � _ OF C ALL METAL PARTS OF TIE ROD OR STRAP TYPE M In C, N E Y S N M Nlfl .1 Ew �o j APPROVED 08Yo8 3381 STANDARD OZ LATE N0. w Z W FFl� 5 O W _1 Fir as y ON o� TYPICAL TREATMENT BASIN - 12 ow NO SCALE REMOVED REVISED , o1YJG4.P JG O STANDAR404PLATE NO. r YARCM zoos MIMxH90u RODI 5'-0" TEE Gr PLUG i+lulwnl x,rnnan HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED I ' Oa PACER TRAFFIC FIANCE HYDRANT OR APPROVED EQUAL GRADE ABOVE CURB I 21 I 0,27 Cu7ds :'2 0.08 CuYds 4X 2' 0.48 CuYds 12" BACK OF 18" MINIMUM 5EPA'AT'ON FROM STORM SEWER W/ INSULATION OHYDRANT SOIL MIN. 2 LAYERS OF PLASTIC 4 MIL _ MIN. THICKNESS CRUSHED ROCK 1 CU. YD. CONCRETE THRUST BLOCK & BASE BACK THE VALVES NOTES: 018^ MINIMUM 1, HYDRANT DRAINS BELOW WATER TABLE TO SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED SANITARY SEWER WITH METAL STRIP AND THE NOZZLE PAINTED BLACK. 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL HYDRANT AND VALVE INSTALLATION NO SCALE REWSEO 0tSejr0 I STANDAR20 PLATE No. 8-15-1IS MINNESOTA I F. PLAN VIEW OF RAMP ROUND ALL SIDPED APPRO%. 10:1 SLOPE INIERSECTIONS TOP OF CURB D sDM 50 1 s.o ELEVATION OF RAMP s'4^ CURB OR CIIRB� �G,C,,TC FT. OR ATE DESIGN STREi GRAGE�GUYTER WALK AAS T Fl U2R AASXfO Y213 SECTION A -A 1• ADA REWIRED TRUNCATED DOME AREA SHALL SE CAST IRON INSERTS AND SHALL VI WITH Ma DO STANDARD PLATE NO. 70311A: Y / T PRECAST CONTRAST OOYE INSERTS SHALL BE DARK GRAY IN COLOR TO VISUALLY CO THE T WITH THE DONEADJACENT RTS SHALL THE CURB SUCH TO C TRUNCATED DOME INSERTS SHALL RE NAND FORTED SACH THAT NO GAP EXISTS AS A RESULT OF ME CURVATURE OF THE BACK OF CURB. 2 VARIES YRTN CURB HEIGHT. EKAYPLE SHOWN IR FOR 6" CURB HEIGHTS. =_ PEDESTRIAN CURB RAMP NO SCALE A MPROVED •�•CcITY OP ®tPse ® STANDARDPLATELATE NO. 0 SEO >: B-18-15 NIHHE{OTA PIPESIZ TEE Gr PLUG CAOSS W/2PLUG5 (i.D. 90* BEND) I/R BEND (45* BEND) AND lll6 BEND (2259 6" 0.22 CuYds D.15 CuYds 0.05 CuYds g" 0,27 Cu7ds 0.29 CuYds 0.08 CuYds 10" 0.32 CuYds 0.48 CuYds 0.14 CUYds 12" 0,37 CuYds 0.73 CuYds 0.21 CuYds 0.53 CuYds 1.73 CuYds 0.49 CuYds 20" 0.82 CuYds 3.38 CuYds 0.95 CuYds 24" 1.34 CuYds 5.77 CuYds 1.63 CuYds u _ =moi =%- DESIGN Y CGWEIE CAIOEIE noxi[ E cDISDErz tii - d ,s o15ENslalls mgt ;gamy gg[ tgr - �8z fa} �' >gt t6 o: Eg3 zg> 6 6•' 133/0" K]2 0.d2G 235 Y61a 0.0534 1{.T Y6r4 OA642 ISH v610 x0:59 114 Y6% 0.0550 II.T H- Isa/e•• r{]z a41si x9 Wrt 0.0su u.T re4 owrl 1-Is Yu4 Hain ]v YT3c an%9 u nu arses w3a - - Ize rve nmol i li-)n- Wali GO_203 "OHDA59i 1 ODTDI t WOX 0.W]9 10.9 iPFPOKO NAR[X I1, 1999 NOTE: REF SIAIAARDM71. PLATE 1. COVER FITTINGS ENCASED IN CONCRETE WITH r POLYETHYLENE OR BUILDING PAPER PRIOR TO CURB AND GUTTERP' POURING. (i Z7100H GN e_,IG 2 CONCRETE BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED GROUND. 3. CONCRETE SHALL MEET THE REQUIREMENTS FOR o GRADE B CONCRETE IN CONFORMANCE WITH Mn/DOT ' 3 2461. C ALL METAL PARTS OF TIE ROD OR STRAP TYPE w s RESTRAINTS SHALL BE GALVANIZED OR COATED WITH ASPHALTIC TYPE RUSTPROOFING. S r WATERMAIN CONCRETE BLOCKING QUANITIES Ew �o APPROVED HINHHsoiA STANDARD OZ LATE N0. REVISED - 3-19-13 PIPESIZ TEE Gr PLUG CAOSS W/2PLUG5 (i.D. 90* BEND) I/R BEND (45* BEND) AND lll6 BEND (2259 6" 0.22 CuYds D.15 CuYds 0.05 CuYds g" 0,27 Cu7ds 0.29 CuYds 0.08 CuYds 10" 0.32 CuYds 0.48 CuYds 0.14 CUYds 12" 0,37 CuYds 0.73 CuYds 0.21 CuYds 0.53 CuYds 1.73 CuYds 0.49 CuYds 20" 0.82 CuYds 3.38 CuYds 0.95 CuYds 24" 1.34 CuYds 5.77 CuYds 1.63 CuYds B 47FN i 8 UNDISTURBED SOIL PLAN 'B' AT BEND NOT LESS THAN 6" o SECTION 'B' AT BEND 6" H .t A �. A UNDISTURBED SOIL PLAN 'A' _ c NOT LESS THAN 6' c SECTION 'A' 2500 PSI CONCRETE 28 DAY STRENGTH 1 z v F. NOT LESS- THAN ESS THAN 6" o SECTION 'AA' R FCR 43/nia•- .: "`:::�:..: :i:i::":.. �:..:: .:,.... OS �•: l'•-•...� -... .•.:: "�.. SWE AU£��3 RO:OFAY` f Its _ REVERSE SLOPE GUTTER SECTION _ S EfMa YAT BE TILTED I IN CONCRETE WITH = e ]usuaH4L urE7i ��"� DESIGN B 1-V2. (0.i <•• CT18 1 Vt 3•R t_. NOTES,: -!'.::% l: IO LCNGInDwu .wort .>--n sn24rnr TD • - - �� `PIG10 Pd19Li3 OR BASE. IKTPs1ATWL PLANS 4RKOJ. Fal NINA NORTONIA INE ^{P 4 O s°`E/i'r4 li d oTF tH' 1 @'• SLOK IS PDPDTTEA TIE fOA. DESIGN V ' DESIGN B`EwrcPLrE Eax 6TE ro11fiET[ raKRZTE C Cer `3 4 va• ]3an•• ua n ecu s uz s OaH90 ]4s {m a Tas an{ o - � n[c3ii ]Sl fl4b x333 T.TV e e-s/a- Is-Irs- Buz an -es ee]{ u.an ]sl ac:. auris n4 Bm0 aoa9sai iir esT`X ooXz �a� 9 9^ tG-5/{•' 8912 0.0559 R.9 89]a 0.0GGT LSa 6334 0.0135 ]L 8930 DAG) ELS H9X OAHI iW t)/6^ IT3/{•• BIN2 0.0%9 1x.0 4.i >r x1010 0.0913 1 Bb% 0.1021 9J u _ =moi =%- DESIGN Y CGWEIE CAIOEIE noxi[ E cDISDErz tii - d ,s o15ENslalls mgt ;gamy gg[ tgr - �8z fa} �' >gt t6 o: Eg3 zg> 6 6•' 133/0" K]2 0.d2G 235 Y61a 0.0534 1{.T Y6r4 OA642 ISH v610 x0:59 114 Y6% 0.0550 II.T H- Isa/e•• r{]z a41si x9 Wrt 0.0su u.T re4 owrl 1-Is Yu4 Hain ]v YT3c an%9 u nu arses w3a - - Ize rve nmol i li-)n- Wali GO_203 "OHDA59i 1 ODTDI t WOX 0.W]9 10.9 iPFPOKO NAR[X I1, 1999 STATE Q YINESOTA REF SIAIAARDM71. PLATE r Aro.CONCP.ET.. CURB AND GUTTERP' (i Z7100H GN e_,IG DESIGN B AM DESIGN V B 47FN i 8 UNDISTURBED SOIL PLAN 'B' AT BEND NOT LESS THAN 6" o SECTION 'B' AT BEND 6" H .t A �. A UNDISTURBED SOIL PLAN 'A' _ c NOT LESS THAN 6' c SECTION 'A' 2500 PSI CONCRETE 28 DAY STRENGTH 1 z v F. NOT LESS- THAN ESS THAN 6" o SECTION 'AA' BURY INDUSTRIES, LLC CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: aGa) GR itr VMTGNDCWNTeEWP>-A; WV.tiA.RFO0.® EUStliet C W EN1'TdANaM1TYAKKEE Wd-cuFFS E>PNslY N411 arm H 9A W PG B Y VM 114 mP4aartvMuenn-HLDarts�sunm )ATE: DRAWN: 06/14/17 CMB )ESIGNED: CHECKED: APPROVED: AMB PDK IRAWING TITLE: DETAILS ROJECT NO: DRAWING NO: 1LE: C503 CALE: AS NOTED COVER FITTING ENCASED �C IN CONCRETE WITH = PLAN 'AA' POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING o APPROVED REWSED / CiiY aF �` V 1/J STANDARD PLATE N0. >_ MINNESOTA BURY INDUSTRIES, LLC CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: aGa) GR itr VMTGNDCWNTeEWP>-A; WV.tiA.RFO0.® EUStliet C W EN1'TdANaM1TYAKKEE Wd-cuFFS E>PNslY N411 arm H 9A W PG B Y VM 114 mP4aartvMuenn-HLDarts�sunm )ATE: DRAWN: 06/14/17 CMB )ESIGNED: CHECKED: APPROVED: AMB PDK IRAWING TITLE: DETAILS ROJECT NO: DRAWING NO: 1LE: C503 CALE: AS NOTED 4' SINGLE LINE YELL 4' SINGLE LINE YELLOW OW, PLACE @ 45' ANGLE 2.0' HANDICAP PARKING SYMBOL, O.C. NOTTOSCALE HANDICAP PARKING STALL(S) DETAIL PLATE NO. C-5024 J 1 NOTE: SIGN SHALL NOT BE MOUNTED NO MORE AN 96' MAX. FROM HEAD OF BRACE RAIL -PIPE NOMINAL PARKING SPACE. V TO V METAL SIGNACCORDING 1.50' TO ALL STATE STATUTES DISABLED DESIGNATED VAN ACCESSIBLE PARK ONLYY STALL SIGNS: WHITE LEGEND >6' TO 12' AND BORDER ON BLUE 1.90, BACKGROUND, FULLY 6.625' - REFLECTOR17ED VAN FIV TO 23' CCESSIB E 48' 24' METAL SIGN TO MATCH SIGN ABOVE 2' GALVANIZED STEEL TUBE GRADE, PAVING OR CONCRETE WALK, SEE PLAN ° 12'-CONCRETEFOOTING T024'BELOW GRADE I.T TOP OF PAVEMENT /TOP OF CURB NOT TO SCALE 4 ACCESSIBLE PARKING SIGN DETAIL PureNo. C-5010 DOUBLE VEHICULAR GATE GATE OPENING WIDTH/ HEIGHT 2 FRAME PIPE NOMINAL BRACE RAIL -PIPE NOMINAL 3' TO 8' V TO V 1.50' 1.50' >8' TO 23' 6' 1.90' 1.50' >8' TO 23' >6' TO 12' 1.90' 1.90, NOTES: GATE FRAMES MAY BE CONSTRUCTED OF BENT OR WELDED STEEL TUBING INSTALLED ACCORDING TO FABRICATOR'S INSTRUCTIONS AND SUBJECT TO THE ENGINEER'S APPROVAL. DOUBLE VEHICULAR GATE PLATE N'O. 0-4002 GATE HINGE POST CONCRETE FOOTING OPENING' WIDTH ROUND PIPE ROLL FORMED NOMINAL STEEL DEPTH DIAMETER NT06' 3.00' 3.50X3.50' 36' 1Z' >8'TO IV 4.00' - 42' 12' >ITTO18' 6.625' - 46• 18' FIV TO 23' 8.625' - 48' 24' • ARE NOT REQUIRED FOR GATES T TO 5! HEIGHT OR S' OR LESS IN WIDTH. TENSION BANDS SHALL BE SPACED 12' C. TO C. t LEAF WIDTH FOR DOUBLE VEHICULAR GATE 2 SHALL COINCIDE WITH FENCE HEIGHT STEEL POST PAINTED BLUE HEIGHT OF VALVE BOX TO BE ADJUSTED TO FINISHED GRADE ROD REACTION DIP I STUB 6.0 FT MIN BACKING PLUG —DIP TEE SOLID CONCRETE BLOCK TIE VALVE BACK MIN 4" THICK MIN 8"X 12' VALVE LOCATION ON PROPERTY UNE WHERE POSSIBLE OR IN BOULEVARD. MIN. 2 FEET FROM WALK OR CURB GREATER THAN 2" SERVICES WATER SERVICE DETAIL NO SCALE STANDARD PLATE NO. -Y RENSEO 1 0 tSIY® ZOO 3-19-13 CLIENT: BURY INDUSTRIES, LLC NO: PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: ��o�Y�.rs,raf ,Puunuoo�s,�aP �� MYt.ua CYtN!!£Cav®.ueiGlm. FAttMID6YWeEIC Yimd�m. '.YMEPiMPNryIAlGNHIIffF.YAIhEYIYv(�LLWcIN65EA.1 v 'llNOt®RYcaINGRV/.ILLG Yrtt3RYAtLLCA�>•I!1 WOI151.-�F� ATE DRAWN: 06/14117 CMB °SIGNED: CHECKED: APPROVED: AMB POK ?AWING TITLE: DETAILS IOJECT NO. DRAWING NO: F ALF, C504 AS NOTED CONSTRUCTION ACTIVITY REQUIREMENTS THE GENERAL STORMWATER NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT IS REQUIRED FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE PERMITEE(S)AS INDICATED IN THE PERMIT, MUST IMPLEMENT THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AS DEMONSTRATED HEREIN AND WITHIN THE SWPPP NARRATIVE. THE BEST MANAGEMENT PRACTICES (BMP S) IDENTIFIED MUST BE INSTALLEDIN AN APPROPRIATE AND FUNCTIONAL WAYTO PREVENT DIRT AND/OR DEBRIS FROM ENTERING THE STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED MANNER. FOR REQUIREMENTS ASSOCIATED WITH FISHAVILDLIFEIRIVERS AND OTHER BODIES OF WATER, SEE MNDNR. EROSION PREVENTION PRACTICES 1. ALL EXPOSED SOIL MUST BE STABILIZED AS SOON AS POSSIBLE AND NO LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE WHERE WORK HAS TEMPORARILY OR PERMANENTLY CEASED. THESE AREAS INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTED STORMWATER MANAGEMENT POND, SIDE SLOPES, AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO STORMWATER CONVEYANCE SYSTEM, SUCH AS A CURB AND GUTTER SYSTEM, STORM SEWER INLET, TEMPORARY OR PERMANENT DRAINAGE DITCH OR OTHER NATURAL OR MANMADE SYSTEMS THAT DISCHARGE TO A SURFACE WATER. 2. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND ASITE. 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 ASURFACE WATER 3. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER CONTRACTOR TO PREVENT DIRT ANDIOR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFFSITE IN AN UNCONTROLLED MANNER CONTRACTOR TO VERIFY AT PROJECT CLOSE-OUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND IS FULLY FUNCTIONAL CONTRACTOR TO FOLLOW BEST MANAGEMENT PRACTICES (BMP -S). 4. ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, PARKING AREAS, ISLANDS AND SIDEWALKS, SHALL BE RESTORED WITH MINIMUM 61NCHES TOPSOIL, SEEDED AND MULCHED AS SOON AS POSSIBLE AND NO LATER THAN 14 DAYS OF COMPLETION OF SITE GRADING. 5. IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE HILLS AND/ORGULLIES, THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. 6. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3:1 - SLOPES AND STEEPER, DITCH BOTTOMS AND OTHER 'HARD TO HOLD' AREAS AS SHOWN. 1. CONTRACTOR TO INSTALL SEDIMENT CONTROL ELEMENTS PRIOR TO START OF LAND DISTURBING ACTIVITIES, MAINTAIN IN GOOD CONDITION DURING CONSTRUCTION AND REMOVE FROM THE SITE UPON COMPLETION OF FINAL PAVING AND TURF ESTABLISHMENT. REMOVE FROM SITE UPON COMPLETION OF FINAL STABILIZATION. ALL SEDIMENT CONTROL ELEMENTS ARE TEMPORARY. 2. TEMPORARY ROCK CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL CONSTRUCTION ACCESS LOCATIONS. SEE DETAIL C -1005/P.500. 3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. CLEAN PAVED ROADWAYS BY SHOVELING OR SWEEPING. STREET WASHING IS ALLOWED ONLY AFTER SHOVELING OR SWEEPING HAS REMOVED SEDIMENT. 4. SEDIMENT CONTROL PRACTICES MUST DETER SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS SEE DETAIL C-1003IC500. 5. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS THAT ARE DESIGNED AS PART OF A TREATMENT SYSTEM (E.G., DITCHES WITH ROCK CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIDNS. 6. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. SEDIMENT CONTROL PRACTICES CONTINUED 7. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES MUST BE INSTALLED TO ELIMINATE THE OVERLOADING, AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES. 8. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 9. CONTRACTOR TO INSTALL AND MAINTAIN INLET PROTECTION AROUND ALL EXISTING CATCHBASINS, CATCHBASIN MANHOLES, AND FLARED END SECTIONS PRIOR TO THE START OF LAND DISTURBING ACTIVITIES AND AROUND ALL NEW CATCHBASINS, CATCHBASIN MANHOLES, AND FLARED END SECTIONS AFTER THEY ARE INSTALLED, UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. SEE DETAIL C -1015/C500. 10. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 11. STOCKPILE AREAS WHICH REMAIN INACTIVE FOR MORE THAN 14 DAYS (VARIES) SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 12. THE PERMITEE(S) MUST INSTALL TEMPORARY SEDIMENTATION BASINS AS REQUIRED PER THE AUTHORITY HAVING JURISDICTION. ITIS RECOMMENDED THAT THE TEMPORARY BASIN BE INSTALLED IN THE LOCATION OF THE PERMANENT BASIN. CONTRACTOR TO CLEAN OUT ALL SEDIMENT AND RETURN BASIN TO DESIGN CAPACITY PRIOR TO FINAL STABILIZATION. DEWATERING AND BASIN DRAINING 1. DEWATERING OR BASIN DRAINING (E.G. PUMPED DISCHARGES, TRENCHIDITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP§, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE PERMITFE(S) MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. 2. ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 3. ANY DEWATERING ACTIVITY SHALL BE APPROVED BY THE ENGINEER AND THE APPROPRIATE GOVERNING AGENCIES PRIOR TO CONSTRUCTION. INSPECTIONS AND MAINTENANCE INSPECTIONS AND MAINTENANCE ARE CONDUCTED BY THE SUPERVISORICONTRACTOR AND MUST CONFORM TO THE SWPPP NARRATIVE. IMPLEMENTATION SCHEDULE THE IMPLEMENTATION SCHEDULE MUST CONFORM TO THE SWPPP NARRATIVE. TEMPORARY EROSION CONTROL PLAN INSTALL SEDIMENT PONDS AT RATE OF 1800 CF OF DEAD STORAGE PER ACRE OF DISTURBED LAND. TEMPORARY SEDIMENT BASINS SHALL BE OPERATIONAL UNTIL PERMANENT COVER IS ESTABLISHED FOR THE ENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. TEMPORARY SEDIMENT BASINS MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENTLY WITH THE START OF SOIL DISTURBANCE THAT IS UPGRADIENT OF THE AREA AND CONTRIBUTES RUNOFF TO THE POND. BMP BEFORE AFTER SILT FENCE CONSTRUCTION CONSTRUCTION TOTAL PROJECT AREA TBD TBD DISTURBED AREA TBD TBD TOTAL ESTIMATED IMPERVIOUS TBD TBD TOTAL ESTIMATED PERVIOUS TBD TBD RUNOFF COEFFICIENT OR CN VALUE TBD TBD BMP ESTIMATED QUANTITIES OF BMP'S UNITS SILT FENCE TBO LF OUTLET PROTECTION WITH RIP RAP TBD CY FES INLET PROTECTION TBD LF BIO -ROLLS TBD LF SEED TBD ACRES FERTILIZER TBD ACRES MULCH TBD ACRES CONSTRUCTION ENTRANCE TBD EA EROSION CONTROL BLANKET TBD SY CHECKDAM TBD EA SOD TBD SY SWPPP CONTACT INFORMATION: OWNER: T.B.D. PROJECT SITE MANAGER TBJJ. CONTRACTOR T.B.D. THE SITE CONTRACTOR IS THE PARTY RESPONSIBLE TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP. BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED AND THE 'NOTICE OF TERMINATION' IS SUBMITTED. SEE THE GENERAL STORMWATER PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR REGULATIONS. ALL INFORMATION WITHIN THE PLAN SET AND SPECIFICATIONS IS TO BE USED IN ACCORDANCE WITH THE SWPPP NARRATIVE AND THE LATEST CONSTRUCTION DOCUMENTS. CLIENT. BURY INDUSTRIES, LLC CLIENT PROJECT NO: I PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN xoI .nErEaraa�wel um�re�il.aiercu.rm��rx�wws xrrwsoasa,a��4v»e_s,anwoesna-� Monls+Enm. o- wean mxf1vHrr�,wa� � ursss�mrmurrm umar�w'veem;cvwuc HfVAILLCEIt-NLb3tlSF�9(y DATE: DRAWN: 06/14/17 CMB DESIGNED:CHECKED: APPROVED: AMB PDK DRAWING TIRE: STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PROJECTNO: DRAWING NO: 160616 C600 AS NOTED LANDSCAPE PLAN LEGEND + + + + MnDOT SEED MIX 25-131 (230LBS/AC) o +++ + ` ±6.40 ACRES NEW TREES A� (NO IRRIGATION) 3" DEEP ROCK MULCH W/ FABRIC ±10 CY (±1,050 SF) e wL- EDGE OF WETLAND TREE SCHEDULE Count KEY COMMON BOTANICAL SIZE CONT. REMARKS 7 HBY Hackberry, Common Celtis occidentalis 2-1/2" CAL. B&B Single straight leader, no branches below 36" HT. 9 AUP Pine, Austrian Pinus nigra 6' HT. B&B Full form to grade -12" Max. leader length. Sheared and clipped trees will not be accepted. 10 BHS Spruce, Black Hills Picea glauca var. densata 6' HT. B&B Full form to grade -12" Max. leader length. Sheared and clipped trees will not be accepted. 11 SWO Oak, Swamp White Quercus bicolor 2-1/2" CAL. B&B Single straight leader, no branches below 36" HT. 12 ROK Oak, Red Quercus rubra 2-1/2" CAL. B&B Single straight leader, no branches below 36" HT. 15 JABM I Maple, Autumn Blaze I Acerx freemanii Jeffersred' 2-1/2" CAL. I B&B Single straight leader, no branches below 36" HT. CLIENT: BURY INDUSTRIES, LLC CLIENT PROJECT NO: I PROJECT! BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: HERESY CEALiPYTHAT TMS PLAN, SPECIFICATION, OR REPORT WASPREPARED U—S UNOERAIYDVVECLSIDSCA E AND THAT i AL A dILV DCERSED PROPESSpNAL IAN0.5CAPE ARCHREC! UNDER TF¢IALNS of THE STATE OFNINNESOTA PRINTNAME: CURTCLAEYS,RLA SIGNATURE: NDrPaRcoxsnLucTwN mr:.nEworAn DATE: JCENSEA 45613 Omm"vM,LCAn IuµR.enSP:FR.A. TATE DRAWN: 06114117 CMB ESIGNED: CHECKED: APPROVED: AMB PDK RAWING TITLE: LANDSCAPE PLAN IOJECTNO: DRAWING NO: ,-E: L101 'ALE: GENERAL SODDING, SEEDING & TOPSOIL NOTES: 1. LANDSCAPE CONTRACTOR SHALL ENSURE THAT NEW TREES MOVED ONTO THE SITE ARE DUG FROM SIMILAR SITES WITH SIMILAR SOILS TO THE SOILS OF THIS PROJECT (HEAVY TO HEAVY, LIGHT TO LIGHT. HEAVY TO LIGHT SOILS). CONTRACTOR SHALL REVIEW SOIL CONDITIONS/TYPES WITH OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL NEWLY INSTALLED PLANT MATERIAL SHALL BE PLANTED IN WELL -DRAINED AREAS. NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF ANY PLANT MATERIAL IS LOCATED IN DRAINAGE SWALES OR WET & POORLY DRAINED AREAS. 3. ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS: 3.1. SUMMER AND FALL PLANTING: 0-20-20 GRANULAR (IN SAUCER AROUND PLANT AT THE RATE OF 12 OZ. PER 2-3" CAL. TREE & 6 OZ. PER SHRUB). 3.2. SPRING PLANTING: 10-10-10 GRANULAR (APPLY ABOVE REFERENCED FERTILIZER AT A RATE OF 12 OZ. PER 1-1/2" CAL. TREE OR LARGER & 6 OZ. PER SHRUB & PERENNIAL. 4. ALL PLANTINGS SHALL RECEIVE AN AMENDED SOIL MIX CONSISTING OF THREE (3) PARTS: 4.1. 45% APPROVED TOPSOIL (ONE SITE PERFERRED) 4.2. 45% ORGANIC MATTER (TYPE 1 SPHAGNUM PEAT MOSS FINELY DIVIDED WITH A PH OF 3.1 - 5.0.) 4.3. 10% SAND (FINE CLEAN MASONRY SAND) 5. AREAS CONFINED TO A MASS PLANTING AREA (PLANTING BED) SHALL RECEIVE THE AMENDED SOIL MIX AT MIN. 12" DEPTH THROUGHOUT THE PLANTING AREA. AMENDED SOIL MIX SHALL BE MIXED THOROUGHLY AND INSTALLED IN 6' LIFTS. GENERAL LANDSCAPE NOTES: 1. ALL ROUGH AND FINISH GRADING TO BE DONE BY OTHERS. 2. NO PLANTING SHALL BE INSTALLED UNTIL ALL GRADING, BUILDING, CONSTRUCTION, UTILITY WORK & IRRIGATION (IF APPLICABLE) HAS BEEN COMPLETED IN THE AREAS TO BE PLANTED. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC., ON THE PROPERTY. 4. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER OF PLANTS SHOWN IN THE PLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE PRECEDENCE. 5. ALL PROPOSED PLANT MATERIAL SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLAN. IF THE CONTRACTOR BELIEVES AN ERROR HAS BEEN MADE REGARDING SPACING OR LOCATION OF THE PLANT MATERIAL INDICATED ON THE PLAN, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCE OF THE PLANT MATERIAL (WATERING, SPRAYING, FERTILIZING, MOWING, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED, BY THE OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO PROPERTY DAMAGE FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 8. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE CALENDAR YEAR STARTING FROM THE DATE OF ACCEPTANCE ESTABLISHED BY THE OWNER. 6, AREAS TO RECEIVE SOD OR SEED SHALL HAVE A 6 - MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL PROVIDE 9. FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY CLUMPS, BRUSH WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONE LARGER THAN 1' IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 7. SOD SHALL BE HIGHLAND SOD, 30" X 100' ROLLS PREFERRED WHERE APPLICABLE, TO BE LAID PARALLEL WITH THE CONTOURS AND HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR DRAINAGE SWALES, THE SOD SHALL BE STAKED INTO THE GROUND. SCARIFY THE EXISTING GRADES WITH FIELD CULTIVATOR PRIOR TO PLACING OF TOPSOIL AND FINISH GRADING FOR SOD. IMMEDIATELY PRIOR TO PLACING SOD, CONTRACTOR SHALL APPLY 10-6-4 FERTILIZER AT THE RATE OF 10 POUNDS PER 1000 SQ. FT. 8. ALL AREAS SPECIFIED AS WNDOT 25-131" TO BE SEEDED PER MNDOT RECOMMENDED APPLICATION RATES AND METHODS. "MNDOT 25-131 OR APPROVED EQUAL IS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL NEEDS TO ESTABLISH VIGOROUS GROWTH PER MNDOT 2014 SEEDING MANUAL STANDARDS. THE CONTRACTOR SHALL MEET WITH THE OWNER OR OWNERS REPRESENTATIVE ON SITE WHEN THEY FEEL THE PROJECT IS COMPLETE ACCORDING TO THE CONTRACT DOCUMENTS. IF ALL WORK IS SATISFACTORY AND COMPLETE ACCORDING TO THE CONDITIONS OF THE CONTRACT DOCUMENTS, THEN THE OWNER MUST DECLARE THE PROJECT COMPLETE. THIS DECLARATION WILL CONSTITUTE AS THE BEGINNING OF THE ONE (1) YEAR WARRANTEE PERIOD FOR ALL PLANT MATERIAL. THE OWNER SHALL PROVIDE A LETTER WITH SIGNATURE STATING THE DATE OF ACCEPTANCE. 10. WINDBURN OR OTHERWISE DAMAGED PLANT MATERIAL WILL NOT BE ACCEPTED. 11. CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USING APPROPRIATE SIZE TREE SPADE FOR B & B WITH OWNER APPROVAL. 12. THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, SCREWS, WIRES, ETC. TO PENETRATE THE OUTER SURFACE OF THE TREES. 13. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL TREE STAKES, GUYS, STRAPS AND TRUNK PROTECTION MEASURES FOLLOWING THE COMPLETION OF THE WARRANTEE PERIOD OR AS DIRECTED BY THE OWNER. 14. LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER WITH MAINTENANCE INFORMATION DURING THE GUARANTEE PERIOD RELATING TO WATERING, FERTILIZING, PRUNING, PEST CONTROL, AND RELATED ITEMS. THIS WILL BE PREPARED AND DELIVERED TO THE OWNER AFTER PROVISIONAL INSPECTION APPROVAL HAS BEEN GIVEN BY THE OWNER AND/OR LANDSCAPE ARCHITECT. 15. INSTALL CORRUGATED PLASTIC TREE GUARDS, WHITE IN COLOR, WITH THE SIZE OF TUBE 1" DIA. (MIN.) LARGER THAN THE CALIPER OF THE TREE TO BE PROTECTED. 16. CONTRACTOR TO FURNISH & INSTALL METAL EDGING AS SHOWN ON THE PLANS & DETAILS. METAL EDGING SHALL BE ALUMINUM OR STEEL, GREEN IN COLOR, WITH A MINIMUM THICKNESS OF 3/16" AND 4" DEEP. INSTALL 1 METAL STAKE EVERY 3-1/2 FEET OF EDGING. 17. LANDSCAPE FABRIC (FILTER MAT) TO HAVE A COMBINED WEIGHT OF 3.0 OZ. PER S.Y. FABRIC SHOULD BE U.V. STABILIZED AND HAVE A FIVE YEAR MINIMUM WEATHERABILITY FACTOR IN FULL SUNLIGHT. FABRIC TO BE PHILLIPS DUON R OR EQUIVALENT. SAMPLE REQUIRED FOR APPROVAL. 18. 3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS THAT ARE ISOLATED FROM GROUNDCOVER AREAS AND GENERAL SHRUB MASSES. 19. 3" DEPTH 1 -TO 1-1/2" WASHED RIVER ROCK SHALL BE INSTALLED OVER LANDSCAPED FABRIC AS INDICATED ON THE PANS & DETAILS. 20. CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT 6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUND LEVEL FOR LARGER SIZES. 21. CRABAPPLE TREES SHALL HAVE NO BRANCHES BELOW 36" ABOVE THE ROOT BALL, AND HAVE NO'V CROTCHES. 22. FOR BALLED & BURLAP PLANT MATERIAL, REMOVE THE TOP HALF OF THE BURLAP FROM THE ROOT BALL. WIRE CAGES, STRAPS, ETC. SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL BEFORE INSTALLATION. 23. ALL CONTAINER MATERIAL SHALL HAVE BEEN GROWN IN CONTAINER FOR A MINIMUM OF 6 MONTHS PRIOR TO INSTALLATION. 24. SHRUBS AND GROUNDCOVER SHALL BE PLANTED A MINIMUM OF ONE HALF THEIR ON -CENTER SPACING FROM PAVING EDGE UNLESS OTHERWISE NOTED. 25. DECIDUOUS SHRUBS SHALL HAVE MINIMUM OF FIVE (5) CANES AT SPECIFIED HEIGHT UNLESS OTHERWISE NOTED IN PLANT SCHEDULE. 26. ALL PERENNIAL BEDS TO RECEIVE ROCK MULCH SHALL HAVE LANDSCAPE FABRIC INSTALLED WITH HOLES FOR PLANTS CUT 2.5 TIMES THE DIAMETER OF THE CONTAINER. 27. LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL NURSERY GROWN PLANT MATERIAL CONFORMING TO THE REQUIREMENTS AND RECOMMENDATIONS OF THE LATEST EDITION OF ANSI Z60.1 STANDARDS UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. BOUNDARY BETWEEN LAWN AND PLANTING MFA AS SHOWN ON PLAN NJ6' DESTEEL LANDSCAPE EDGING SHOVEL C 3/16' THICK BY 4' DP. LAWN MULCH 8ED 3' DP. ROCK MULCH LANDSCAPE FABRIC IF SPECIFIED SPECIFIED PLANTING SOIL I I SUBGRADE LANDSCAPE EDGING STAKE 16' TO 18' LONG i1 METAL LANDSCAPE EDGING J SCALE NOTTO SCALE NOTE 3" OR SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE -MULTI-STEM TREES SHALL NOT RECEIVE STAKING. THEY SHALL CONFORM TO ALL OTHER DECIDUOUS TREE PLANTING REQUIREMENTS. CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER i N C TREE TIE SECURED TO STAKE SECURE TO TREE WITH ANTI -CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE WRAP TREE WITH TREE WRAPPING MATERIAL AS SPECIFIED TO 1ST BRANCH LAWN OR PLANTING BED EDGE AFTER EXPOSING (SPADE EDGE IN ALL LAWN AREAS) TREE ROOT FLAIR, PLANT SO ROOT 6" MIN. DIA. EARTH SAUCER FLAIR IS AT 2' (2) TREE STAKES DRIVEN A MIN. 2' ABOVE ADJACENT BELOW GRADE (NW & SW) FINISH GRADE 3' DEPTH HARDWOOD MULCH 3' HEIGHT TAMPED WATER BASIN AT 2• �j f , EDGE OF EARTH SAUCER FINISHED GRADE _= REMOVE BURLAP, TWINE, ROPE AND If 3x ` 04 � WIRE FROM TOP l HALF OF ROOTBN ROOT BALL 1�1 PLANING SOIL r'71,I I I I iR r. =1I i �I� I 1 MOUND MIN. 6' UNDISTURBED OR COMPACTED SOIL r1 DECIDUOUS TREE PLANTING DETAIL �� SCALE: NOTTO SCALE AFTER EXPOSING TREE ROOT FLAIR, PLANT SO ROOT FOUR IS AT 2' ABOVE ADJACENT FINISH GRADE NOTE -3" OR SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING MEAS UNLESS IDENTIFIED OTHERWISE CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER Y DEPTH HARDWOOD MULCH TREE TIE SECURED TO DUCKBILL ANCHOR WITH TURNBUCKLE SECURE TO TREE WITH ANTI -CHAFFING MATERIAL ALLOW FOR MOVEMENT OF TREE 3" HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER 6' MIN. DIA EARTH SAUCER LAWN OR PLANTING BED EDGE (SPADE EDGE IN ALL LAWN MEAS) FINISHED GRADE REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP RAF OF ROOTRALL MOUND MIN. 6' PLANTING SOIL UNDISTURBED OR COMPACTED SOIL r, -,y CONIFEROUS TREE PLANTING DETAIL SCALE: NOTTO SCALE BURY INDUSTRIES, LLC NO: PROJECT: BURY INDUSTRIAL PARK OTSEGO, MN C D D JiCHrt mutAERTHEU1450F STATEOFA"tUiESOTA tRINTNAME: CURr.CLAEYS,z IIGNATURE: xoT ra,coxmwc"atg-myl !CENSE #: 45613 1 nw�x",x:cervA.ue }YAIXIYMLLtnx-N1 xCx"sR�.ID. ATE DRAWN: 06/14/17 CMB SIGNED: CHECKED: APPROVED: AMB PDK RAWING TFRE: LANDSCAPE NOTES & DETAILS OJECT NO: DRAWING NO: IW6 ALE: L,1 02 ALE: LANDSCAPE PLAN LEGEND + + + + + MnDOT SEED MIX 25-131 (230LBS/AC) ±6.40 ACRES NEW TREES 3" DEEP ROCK MULCH W/ FABRIC (NO IRRIGATION) ±10 CY (±1,050 SF) • —WL— EDGE OF WETLAND TREE SCHEDULE DRAWN: 06114117 CMB DESIGNED:CHECKED: Count KEY COMMON BOTANICAL SIZE CONT. REMARKS 7 HBY Hackberry, Common Celtis occidentalis 2-1/2" CAL. B&B Single straight leader, no branches below 36" HT. 9 AUP Pine, Austrian Pinus nigra 6' HT. B&B Full form to grade - 12" Max. leader length. Sheared and clipped trees will not be accepted. 10 BHS Spruce, Black Hills Picea glauca var. densata 6' HT B&B Full forth to grade -12" Max. leader length. Sheared and clipped trees will not be accepted. 11 SWO Oak, Swamp White quercus bicolor 2-1/2" CAL. B&B Single straight leader, no branches below 36" HT. 12 ROK Oak, Red quercus rubra 2-1/2" CAL. B&B Single straight leader, no branches below 36" HT. 15 ABM Maple, Autumn Blaze I Acerx freemanii Jeffersrad' 2-1/2" CAL. JB&B Single straight leader, no branches below 36" HT. e e ,�j�y� �� -��'`'��lfii'� �I��, _ Yid �i�E,'9' �- �_�`\+•,moi. �Yji6jpCIIiJ9'�8��6�.�� ,fir• • _�� '�� y' "�0�+ �' "�� ''I � �4* 1� 0 NN N _ II IINSIM:: l �� + + + + + + + s + +++ WETLAND' -+ + + + + + + + + + + + 3 + + + + +•+•+. +-+-+ + +•+• + + + + + + + ++ t—+ + + + +- + + + + .+ + + -,-f :}::; f -',a,'••+; a: -;sem ';#' -'.,,}':: ;:;,, + + + + + + + + +T+ . + + + + + + +,: + + + + a •+• 1 -+- + +•+-+l+•+•+- + + + + + + + + +::+ + + L _ &- LANDSCAPE EDGING SEE3/L102:'':: T+ +' + + + + +'• ROK + +,-+ + + + + 2 + + + + + + + + + + + + + + + y _: :. + + + + + + + # + + + + ABM + + + + + + -+ + + + ... + + + + + + ._ + + + + + + ROCK MULCH W/ FABRIC + + . + +++++++ + ++++++ s� ... + + + + + }- + + + + + + + +++++++++ .:e -... -... - :.. .... .. :... - ....- 91b ++ + +5 .( LANDSCAPE PLAN \ I �SCALE:1-= 50' (22N24' PAPER SIZE) 50' (22N24' PAPER SIZE) '- 972 - ".. 7 I }-_ EXISTING `....... WETLAND 6 I H � i 33 v. 0 50' CLIENT: BURY INDUSTRIES, LLC CLIENT PROJECT NO: PROJECT: BURY INDUSTRIAL PARK OTSEGO,MN CERTIFICATION: I tD:RESY CFRTtrY TTMS PLM, —ORT REPORT WASPREPARED tNAIEOft UNDERu DIRECTSUPERVI510NANO THAT1 AN A DNLYLICENSED PROEESSI MLANDSCAPE Mtl1RECT WRIERTNELAWS W THE STATEOF ESOTA PRINTNAME: CURTCLAEYS.RLA SIGNATURE: xarPORCDNsmucYpNmET�waan DATE: LICENSE #. 45613 �cxc�e.nYe+"Scv»ssuDN®.s NMNl6 6iNP�l.4fmwi�hTlrAlY�.E Oi W"QaN1YDTI,T® vO�c�Nr�IY[ts4dA83Y C"FlwartvlA u�cN�n-N1µPo'NISF�.�Dm DATE: DRAWN: 06114117 CMB DESIGNED:CHECKED: APPROVED: AMB PDK DRAWING TITLE: N 100' LANDSCAPE PLAN PRELIMINARY PRO ECT NO: DRAWING NO: '16 NOT FOR CONSTRUCTION SCALE: L101 GENERAL SODDING, SEEDING & TOPSOIL NOTES: 1. LANDSCAPE CONTRACTOR SHALL ENSURE THAT NEW TREES MOVED ONTO THE SITE ARE DUG FROM SIMILAR SITES WITH SIMILAR SOILS TO THE SOILS OF THIS PROJECT (HEAVY TO HEAVY, LIGHT TO LIGHT. HEAVY TO LIGHT SOILS). CONTRACTOR SHALL REVIEW SOIL CONDITIONS/TYPES WITH OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ALL NEWLY INSTALLED PLANT MATERIAL SHALL BE PLANTED IN WELL -DRAINED AREAS. NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF ANY PLANT MATERIAL IS LOCATED IN DRAINAGE SWALES OR WET & POORLY DRAINED AREAS. 3_ ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS: 3.1. SUMMER AND FALL PLANTING: 0-20-20 GRANULAR (IN SAUCER AROUND PLANT AT THE RATE OF 12 OZ. PER 2-3" CAL. TREE & 6 OZ. PER SHRUB). 3.2. SPRING PLANTING: 10-10-10 GRANULAR (APPLY ABOVE REFERENCED FERTILIZER AT A RATE OF 12 OZ. PER 1-112" CAL. TREE OR LARGER & 6 OZ. PER SHRUB & PERENNIAL. 4. ALL PLANTINGS SHALL RECEIVE AN AMENDED SOIL MIX CONSISTING OF THREE (3) PARTS: 4.1. 45% APPROVED TOPSOIL (ONE SITE PERFERRED) 4.2. 45% ORGANIC MATTER (TYPE 1 SPHAGNUM PEAT MOSS FINELY DIVIDED WITH A PH OF 3.1 - 5.0.) 4.3. 10% SAND (FINE CLEAN MASONRY SAND) 5. AREAS CONFINED TO A MASS PLANTING AREA (PLANTING BED) SHALL RECEIVE THE AMENDED SOIL MIX AT MIN. 12" DEPTH THROUGHOUT THE PLANTING AREA. AMENDED SOIL MIX SHALL BE MIXED THOROUGHLY AND INSTALLED IN 6' LIFTS. 6. AREAS TO RECEIVE SOD OR SEED SHALL HAVE A 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL PROVIDE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY CLUMPS, BRUSH WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONE LARGER THAN 1' IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 7. SOD SHALL BE HIGHLAND SOD, 30" X 100' ROLLS PREFERRED WHERE APPLICABLE, TO BE LAID PARALLEL WITH THE CONTOURS AND HAVE STAGGERED JOINTS, ON SLOPES STEEPER THAN 3:1 OR DRAINAGE SWALES, THE SOD SHALL BE STAKED INTO THE GROUND. SCARIFY THE EXISTING GRADES WITH FIELD CULTIVATOR PRIOR TO PLACING OF TOPSOIL AND FINISH GRADING FOR SOD. IMMEDIATELY PRIOR TO PLACING SOD, CONTRACTOR SHALL APPLY 10-6-4 FERTILIZER AT THE RATE OF 10 POUNDS PER 1000 SQ. FT. B. ALL AREAS SPECIFIED AS "MNDOT 25-131" TO BE SEEDED PER MNDOT RECOMMENDED APPLICATION RATES AND METHODS. "MNDOT 25-131" OR APPROVED EQUAL IS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL NEEDS TO ESTABLISH VIGOROUS GROWTH PER MNDOT 2014 SEEDING MANUAL STANDARDS. GENERAL LANDSCAPE NOTES: 1. ALL ROUGH AND FINISH GRADING TO BE DONE BY OTHERS, 2. NO PLANTING SHALL BE INSTALLED UNTIL ALL GRADING, BUILDING, CONSTRUCTION, UTILITY WORK & IRRIGATION (IF APPLICABLE) HAS BEEN COMPLETED IN THE AREAS TO BE PLANTED. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC., ON THE PROPERTY. 4. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER OF PLANTS SHOWN IN THE PLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE PRECEDENCE. 5. ALL PROPOSED PLANT MATERIAL SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLAN. IF THE CONTRACTOR BELIEVES AN ERROR HAS BEEN MADE REGARDING SPACING OR LOCATION OF THE PLANT MATERIAL INDICATED ON THE PLAN, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCE OF THE PLANT MATERIAL (WATERING, SPRAYING, FERTILIZING, MOWING, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED, BY THE OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO PROPERTY DAMAGE FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 8. ALL NEWLY PLANTED PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE CALENDAR YEAR STARTING FROM THE DATE OF ACCEPTANCE ESTABLISHED BY THE OWNER. 9. THE CONTRACTOR SHALL MEET WITH THE OWNER OR OWNERS REPRESENTATIVE ON SITE WHEN THEY FEEL THE PROJECT IS COMPLETE ACCORDING TO THE CONTRACT DOCUMENTS. IF ALL WORK IS SATISFACTORY AND COMPLETE ACCORDING TO THE CONDITIONS OF THE CONTRACT DOCUMENTS, THEN THE OWNER MUST DECLARE THE PROJECT COMPLETE. THIS DECLARATION WILL CONSTITUTE AS THE BEGINNING OF THE ONE (1) YEAR WARRANTEE PERIOD FOR ALL PLANT MATERIAL. THE OWNER SHALL PROVIDE A LETTER WITH SIGNATURE STATING THE DATE OF ACCEPTANCE. 10. WINDBURN OR OTHERWISE DAMAGED PLANT MATERIAL WILL NOT BE ACCEPTED. 11. CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USING APPROPRIATE SIZE TREE SPADE FOR B & B WITH OWNER APPROVAL. 12. THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, SCREWS, WIRES, ETC. TO PENETRATE THE OUTER SURFACE OF THE TREES. 13. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL TREE STAKES, GUYS, STRAPS AND TRUNK PROTECTION MEASURES FOLLOWING THE COMPLETION OF THE WARRANTEE PERIOD OR AS DIRECTED BY THE OWNER. 14. LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER WITH MAINTENANCE INFORMATION DURING THE GUARANTEE PERIOD RELATING TO WATERING, FERTILIZING, PRUNING, PEST CONTROL, AND RELATED ITEMS. THIS WILL BE PREPARED AND DELIVERED TO THE OWNER AFTER PROVISIONAL INSPECTION APPROVAL HAS BEEN GIVEN BY THE OWNER AND/OR LANDSCAPE ARCHITECT. 15. INSTALL CORRUGATED PLASTIC TREE GUARDS, WHITE IN COLOR, WITH THE SIZE OF TUBE 1" DIA. (MIN.) LARGER THAN THE CALIPER OF THE TREE TO BE PROTECTED. 16. CONTRACTOR TO FURNISH & INSTALL METAL EDGING AS SHOWN ON THE PLANS & DETAILS. METAL EDGING SHALL BE ALUMINUM OR STEEL, GREEN IN COLOR, WITH A MINIMUM THICKNESS OF 3/16' AND 4" DEEP. INSTALL 1 METAL STAKE EVERY 3-1Y2 FEET OF EDGING. 17. LANDSCAPE FABRIC (FILTER MAT) TO HAVE A COMBINED WEIGHT OF 3.0 OZ. PER S.Y. FABRIC SHOULD BE U.V. STABILIZED AND HAVE A FIVE YEAR MINIMUM WEATHERABILITY FACTOR IN FULL SUNLIGHT. FABRIC TO BE PHILLIPS DUON R OR EQUIVALENT. SAMPLE REQUIRED FOR APPROVAL. 18. 3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS THAT ARE ISOLATED FROM GROUNDCOVER AREAS AND GENERAL SHRUB MASSES. 19. 3' DEPTH 170 1-1/2" WASHED RIVER ROCK SHALL BE INSTALLED OVER LANDSCAPED FABRIC AS INDICATED ON THE PANS & DETAILS. 20. CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT 6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUND LEVEL FOR LARGER SIZES. 21. CRABAPPLE TREES SHALL HAVE NO BRANCHES BELOW 36" ABOVE THE ROOT BALL, AND HAVE NO'V' CROTCHES. 22. FOR BALLED & BURLAP PLANT MATERIAL, REMOVE THE TOP HALF OF THE BURLAP FROM THE ROOT BALL. WIRE CAGES, STRAPS, ETC. SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL BEFORE INSTALLATION. 23. ALL CONTAINER MATERIAL SHALL HAVE BEEN GROWN IN CONTAINER FOR A MINIMUM OF 6 MONTHS PRIOR TO INSTALLATION. 24. SHRUBS AND GROUNDCOVER SHALL BE PLANTED A MINIMUM OF ONE HALF THEIR ON -CENTER SPACING FROM PAVING EDGE UNLESS OTHERWISE NOTED. 25. DECIDUOUS SHRUBS SHALL HAVE MINIMUM OF FIVE (5) CANES AT SPECIFIED HEIGHT UNLESS OTHERWISE NOTED IN PLANT SCHEDULE. 26. ALL PERENNIAL BEDS TO RECEIVE ROCK MULCH SHALL HAVE LANDSCAPE FABRIC INSTALLED WITH HOLES FOR PLANTS CUT 2.5 TIMES THE DIAMETER OF THE CONTAINER. 27. LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL NURSERY GROWN PLANT MATERIAL CONFORMING TO THE REQUIREMENTS AND RECOMMENDATIONS OF THE LATEST EDITION OF ANSI 260.1 STANDARDS UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. BOUNDARY BETWEEN LAWN AND PLANTING AREA AS SHOWN ON PLAN V DEEP STEEL LANDSCAPE EDGING SHOVEL CUT 1I4r 3/16" THICK BY 4' DP. 1�Q��'.` 5. ��e' LANDSCAPE 71SPECIFIED PLANTING SOIL ji LANDSCAPE EDGING STAKE 16' TO 18' LONG METAL LANDSCAPE EDGING \J� SCALE NOT TO SCALE AFTER EXPOSING TREE ROOT FAR, PLANT SO ROOT FLAIR IS AT 2' ABOVE ADJACENT FINISH GRADE NOTE- -3 . DP. SHREDDED HARDWOOD MULCH SHAT. BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE -MULTI-STEM TREES SHALL NOT RECEIVE STAKING. THEY Stall CONFORM TO ALL OTHER DECIDUOUS TREE PLANTING REQUIREMENTS. CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER TREE TIE SECURED TO STAKE SECURE TO TREE WITH AND -CHAFFING MATERIAL ALLOW FOR MOVEMENT OF TREE WRAP TREE WITH TREE WRAPPING MATERIAL AS SPECIFIED TO 1ST BRANCH LAWN OR PLANTING BED EDGE (SPADE EDGE IN ALL LAWN AREAS) 6' MIN. Dol EARTH SAUCER (2) TREE STAKES DRMEN A MIN. 2 BELOW GRADE (NW & SAY) 3' DEPTH HARDWOOD MULCH 3' HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER FINISHED GRADE REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOTBALL PLANTING SOIL MOUND MIN. 6' UNDISTURBED OR COMPACTED SOIL DECIDUOUS TREE PLANTING DETAIL SCALE: NOTTO SCALE NOTE -3. OR SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER 3' DEPTH HARDWOOD MULCH TREE TIE SECURED TO DUCKBILL ANCHOR WITH TURNBUCKLE SECURE TO TREE WITH MTD -CHAFFING MATERIEL AFTER IXPOSING ALLOW FOR MOVEMENT OF TREE TREE ROOT FLAIR, PLANT 3' HEIGHT TAMPED WATER BASIN SO ROOT FWR AT EDGE OF EARTH SAUCER IS AT 2" ABOVE ADJACENT j 6' MIN. DIA EARTH SAUCER FINISH GRADE LAWN OR PLANTING BED EDGE f �j (SPADE EDGE IN ALL LAWN AREAS) 2• f 3x I FINISHED GRADE BALL I REMOVE BURLAP, TWINE, ROPE IP JI I AND WIRE FROM TOP HALF OF RDOTBALL MOUND MIN. 6' TL PLANTING SOIL �UNDISNRBED OR CAMPACfED soa CONIFEROUS TREE PLANTING DETAIL L SCALE: NOTTO SCALE PRELIMINARY NOT FOR CONSTRUCTION CLIENII BURY INDUSTRIES, LLC I CLIENT PROJECT NO: PROJECT. BURY INDUSTRIAL PARK OTSEGO, MN CERTIFICATION: i HERE6YCERiIFV THAT THIS PLAN, SPECkF1CATION, OR REPORT WA9 PREPMED 0Y HE OR VNDER LAY DWECT6UPERVISIDN pND THATI MIADULYLICPHSEDPROFE66KMLLL WIDSCAPE ' ARfl11fECTUNDERTHElAWS OF THE STATE OF A"NNESOTA � PRINTNAME: CURTCLAEYS.RLA SIGNATURE: HorPcac«IsmucTwNtRErnvolAn LICENSE A 45613 I (AADGw`D CMVJ(199� m'ICIAIR'c 1]�PV9[�allYMLLCt411.MtRaR5t8snffi �u�uts5�m'�Rv TATE DRAWN: 06/14/17 CMB 'ESIGNED: I CHECKED: APPROVED: AMB PDK RAWING TITLE LANDSCAPE NOTES & DETAILS ROJECT NO: DRAWING NO: 16M16 L102 SALE: BURY INDUSTRIAL PARK KNOW ALL PERSONS BY THESE PRESENTS: That Bury Company, a Minnesota Company, fee owner of the following described property situate in the County of Wright, State of Minnesota, to wit: The North Half of the North Half of the Southeast Quarter of Section 27, Township 121 North, Range 24 West And The South Half of the North Half of the Southeast Quarter of Section 27, Township 121 North, Range 24 West Has caused the some to be surveyed and platted as BURY INDUSTRIAL PARK and does hereby dedicate to the public for public use forever the public ways and easements for drainage and utility purposes as shown on this plat. In witness whereof sold Bury Company, a Minnesota Company. has caused these presents to be signed by its proper partner this day of 20_. Bury Company, a Minnesota Company. Signed: its STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 20_ , by Bury Company, a Minnesota Company, on behalf of the Company. Signature , the Notary Public, County, Minnesota My Commission Expires: I, Jack Bolke, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the dote of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20_, Jack Bake, Land Surveyor Minnesota License No. 20281 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20_, by Jack Bolke. Signature Printed Notary Public, County, Minnesota My Commission Expires; OTSEGO, MINNESOTA This plat of BURY INDUSTRIAL PARK was approved and accepted by the City Council of the City of Otsego, Minnesota at a regular meeting thereof held this day of , 20— if applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA by. Mayor by. Clerk AUDITOR, WRIGHT COUNTY, MINNESOTA I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20_. Robert J. Hiivalo, Wright County Auditor by. of TREASURER, WRIGHT COUNTY, MINNESOTA I hereby certify that taxes payable In and prior years have been paid for land described on this plat. Dated this day.of 20_. Robert J. Hiivaia, Wright County Auditor by. SURVEY DIVISION, WRIGHT COUNTY, MINNESOTA Pursuant to MINN. STAT. Sec. 3838.565 (1969), this plat has been approved this day of 20_. Steven A. Jobe, Wright County Surveyor by. COUNTY RECORDER, WRIGHT COUNTY, MINNESOTA I hereby certify that the within plat of BURY INDUSTRIAL PARK was recorded in this office this day of 20— at _ o'clock — M. Tanya West, Wright County Recorder by. AANDERSON EENGINEERING ENGINEERING • ARCHITECTURE • LAND SURVEYING ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE I I --xaanlw6sr cowJOt rx TIE NaRTtEAsr wAxnx cc - SECTION 27, lIY"H9� 121 N i1N, NAx(£ 24 Nf3I ' ' FV1YD MW(M CDIINiY CLLL I ry rl------ P 0 N D / __EDGE OF WATER____ =-xORT1M6i wOJm a ME ELEVATION=949.7 FI'.-`, s . mMN"sOR�iz1 I MAY 22, 2017 NORRL RANGE 24 MEsr (NAVD 88) FavND waa1T aurriv u.u. I � / i� / WE I / // o I ✓h;); O ,v r r N SOUTH LINE OF THE NORTH 1/2 OF THE OF THE NORTH HALF SOUTHEAST 1/4 OF SECTION 27- II-------- -- SDUiW V CmiNFR (>F T£ .TIL <A5F wARiFT DF -- -E 1 1/ T]ilY4RP 121 NORTJ, R,WGE 24 MES! FWVO 1 1/2 OlOi PAE MTTJ CAP O U T L O T BURY INDUSTRIAL PARK S89'56'59"E 2627.05 j _N / O U T L O T C r n � r J h 1i v G �. N WE S EAST QUARTER CORNER OF----• SECTION 27, TOWNSHIP 121 33 NORTH, RANGE 24WEST NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 27---, FOUND WRIGHT CO. BRASS CAP — � 75.01 33 EDGE — — — — — — — — — — — _ _ _ — — — — / — SB9'55'02•E 2019.73 L=189.45 \ -73RD STREET NORTHEAST- R'740� \ ,,R-74000 =µ'4o'o7• SBB35�02•E 2079.73 -L _ 794,S?si455E \ 748258 F 535.51 I R D97 I d=14'40'G) T 7g4.19 E — — — — — — — — — ——14-7�24— 04 / rrLJr ��llR O DENOTES FOUND COUNTY MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 20281 • DENOTES FOUND 1/2 INCH IRON MONUMENT O DENOTES FOUND CAST IRON MONUMENT B n , Y g J C —r N Z C B L O C K I I II O Z 0 I I <I W J OU I OI 0 O �I I I I i SDUiW V CmiNFR (>F T£ .TIL <A5F wARiFT DF -- -E 1 1/ T]ilY4RP 121 NORTJ, R,WGE 24 MES! FWVO 1 1/2 OlOi PAE MTTJ CAP O U T L O T BURY INDUSTRIAL PARK S89'56'59"E 2627.05 j _N / O U T L O T C r n � r J h 1i v G �. N WE S EAST QUARTER CORNER OF----• SECTION 27, TOWNSHIP 121 33 NORTH, RANGE 24WEST NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 27---, FOUND WRIGHT CO. BRASS CAP — � 75.01 33 EDGE — — — — — — — — — — — _ _ _ — — — — / — SB9'55'02•E 2019.73 L=189.45 \ -73RD STREET NORTHEAST- R'740� \ ,,R-74000 =µ'4o'o7• SBB35�02•E 2079.73 -L _ 794,S?si455E \ 748258 F 535.51 I R D97 I d=14'40'G) T 7g4.19 E — — — — — — — — — ——14-7�24— 04 / rrLJr ��llR O DENOTES FOUND COUNTY MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 20281 • DENOTES FOUND 1/2 INCH IRON MONUMENT O DENOTES FOUND CAST IRON MONUMENT B n , Y Sa1JiN UNE OFT£ N4 1/2 R TIE SifUiNEJS{ 1/4 OF SEGOGN 1 N89 55'02"W 2625.25 v iJLi]D 1-0-1 ",E -'-,T pI IivJDVJI/\Irrc. 1 F4P,K ..L(..vi'D D iii0iv DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: y 5- -J IJ NO SCALE BEING 10 FEET IN WIDTH AND ADJOINING EXTERIOR LOT UNES AND RICHT-OF-WAY LINES AND 5 FEET IN WIDTH AND ADJOINING INTERIOR LOT LINES UNLESS OTHERWISE SHOWN ON THIS PLAT. THE BEARINGS ARE BASED ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 120, RANGE 22, WHICH ARE ASSUMED TO BEAR NORTH 0 DEGREES 17 MINUTES 14 SECONDS WEST 0 100 200 300 SCALE IN FEET 1 '_-EDGE DELINEATED %ET AND-., L O T 7 -IL _— _— -- -- _930.00_ — — — 2 DT c 'C I i4 ; J;"'DUS;r?F„,'K / ��U) ADD/, 01V D 2'47' _ 11-BS L=L59P8 g J C —r N Z �II B L O C K I I II Sa1JiN UNE OFT£ N4 1/2 R TIE SifUiNEJS{ 1/4 OF SEGOGN 1 N89 55'02"W 2625.25 v iJLi]D 1-0-1 ",E -'-,T pI IivJDVJI/\Irrc. 1 F4P,K ..L(..vi'D D iii0iv DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: y 5- -J IJ NO SCALE BEING 10 FEET IN WIDTH AND ADJOINING EXTERIOR LOT UNES AND RICHT-OF-WAY LINES AND 5 FEET IN WIDTH AND ADJOINING INTERIOR LOT LINES UNLESS OTHERWISE SHOWN ON THIS PLAT. THE BEARINGS ARE BASED ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 120, RANGE 22, WHICH ARE ASSUMED TO BEAR NORTH 0 DEGREES 17 MINUTES 14 SECONDS WEST 0 100 200 300 SCALE IN FEET 1 '_-EDGE DELINEATED %ET AND-., L O T 7 -IL _— _— -- -- _930.00_ — — — 2 DT c 'C I i4 ; J;"'DUS;r?F„,'K / ��U) ADD/, 01V D 2'47' _ 11-BS L=L59P8 g W —r N Z R 740.00LLI W Z ' L=14134 d=p•�•�.� ¢ W J OU I 0 O n O z I 0 „I J MI N 2a ~ �I � O � 7 o h I J I O I I _ _150.00 75 I sw1NEAsr caD:� cF TIE sani¢Asr wARTT a-., i SECTION 2), 19WJ9RP 121 NORT1, RANT£ T4 M£Sf FOUND MRRRff CG(1NiY CIL. ,, ANDERSON ENGINEERING ENGINEERINGARCHITECTURE LAND SURVEYING ENVIRONMEKTAL SER VICES LANDSCAPE ARCHITECTURE