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ITEM 3.4
TPC The Planning Company PLANNING REPORT TO: FROM: REPORT DATE ACTION DATE RE: TPC FILE: BACKGROUND 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com Otsego Planning Commission D. Daniel Licht, AICP 11 June 2020 25 July 2020 Otsego — Otsego Industrial Park; GCC of America 101.02 3_4 GCC of America has submitted plans for development of Lot 1, Block 1 Otsego Industrial Park Seventh Addition as a cement storage and transfer facility. The lot is to be platted by a separate application that has been submitted to the City. The property is located north of 65th Street (CSAH 37) west of Jansen Avenue, south of 1-94. The applications required for development of the subject site include site and building plan review and a conditional use permit for the height of proposed silos greater than 48 feet. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 15 June 2020. Exhibits: ■ Site Location Map ■ Site Plan (2 sheets) ■ Office Building Floor Plan and Elevation ■ Flat Storage Building Floor Plan and Elevation ■ Preliminary Site Construction Plans dated 05/26/2020 (20 sheets) ■ Photometric lighting plan ANALYSIS Comprehensive Plan. The subject site is guided by the 2012 Comprehensive Plan for commercial uses within the West Sewer District. The commercial designation is based upon anticipation of construction of an interchange at 1-94 and Kadler Avenue. MNDOT, Wright County, and the City have no timeline for when this interchange may be constructed. The proposed use is being located specifically to utilize access to the existing Burlington Northern - Santa Fe Rail line that is parallel to the south side of 1-94 along the north line of the subject site. The access to rail is a unique element of the project unavailable in areas of the City planned for industrial use. Expansion of industrial uses is further consistent with the City's economic development goals to add employment and expand tax base. Development of the proposed use is consistent with the 2012 Comprehensive Plan. Zoning. The proposed use involves unloading of cement materials from a rail spur off of the abutting BNSF rail line, storage within silos and a 20,000 square foot building, and transport of site by truck. Portions of the subject site are currently zoned 1-2, General Industrial District with the portion outside of the Otsego Industrial Park 5th Addition zoned A-1, Agriculture Rural Service District. The entire subject site is proposed to be zoned 1-2 District as part of the separate application for the Otsego Industrial Park Seventh Addition. Upon rezoning to 1-2 District and platting of the subject site, the proposed cement storage and transfer site would be allowed as a permitted use in accordance with Section 11-86-2.E of the Zoning Ordinance. Surrounding Uses. The table below summarizes the existing and planned land uses in the area. The proposed industrial use of the subject site will be compatible with existing industrial and rural uses in the area, as well as planned future commercial uses to the west and low density residential uses south of 65th Street (CSAH 37). Direction Land Use Plan Zoning Map Existing Use North N/A N/A 1-94 East Industrial 1-2 District Industrial South LD Residential A-1 District Cultivated field West Commercial A-1 District Farmstead/cultivated field Access. The subject site abuts 65th Street (CSAH 37) and the temporary cul-de-sac terminus of Jansen Avenue with planned access to both. The Wright County Long Range Transportation Plan designates 65th Street (CSAH 37) as a major collector street. Wright County has commented as part of their review of the Otsego Industrial Park Seventh Addition final plat that direct lot access from Lot 1, Block 1 to 65th Street (CSAH 37) will not be allowed. The site plan must be revised to remove the proposed access to 65th Street (CSAH 37). Approval of the Otsego Industrial Park Seventh Addition plat will require dedication of right-of-way for construction of a permanent cul-de-sac within Lot 1, Block 1 necessitating revision to the site plan accordingly or acquisition of permanent easements for the cul-de-sac at its current location. 2 Off -Street Parking. The submitted site plan identifies 4 designated off-street parking stalls. Section 11-21-13 of the Zoning Ordinance requires warehouse uses to provide 1 off street parking stall per 200 square feet of office and 1 off-street parking stall per 1,000 square feet of warehouse area. The architectural plans detail a 2,184 square foot, 2 story office building and 20,000 square foot storage building that require the following number of off-street parking stalls: ■ Office: 2,184sf. x 10% net area reduction / 200sf. per stall = 10 stalls ■ Storage: 20,000 x 10% net area reduction / 1,OOOsf. per stall = 18 stalls The site plan must be revised to show proof -of -parking for 24 additional off-street parking stalls. The site plan identifies that 1 of the 4 proposed off-street parking sis to designated ADA compliance and be van accessible; 2 ADA parking stalls are required for the full 28 parking stalls to be shown on the site plan. The off-street parking stalls have dimensions of 9 feet by 18 feet with a 2 foot front over hang as required by Section 11-21-7.A of the Zoning Ordinance. The parking area and drive aisles within the subject site are proposed to be cement. A cement curb is required at the perimeter of the parking areas and drive aisle by Section 11-21-7.D of the Zoning Ordinance. Rail Spur. Integral to the proposed facility is construction of a rail spur for delivery of cement materials via the BNSF rail line that has been rehabilitated. The single rail extends south into the site to an elevator near the northwest corner of the storage building for off-loading the rail cars into the storage silos. The spur then extends south and branches off into 5 separate rails for storage of 68 rail cars and space an additional rail expansion for another 32 rail cars. Storage Silos. There are 6 storage silos to be located on the property where cement materials unloaded from rail cars is to be stored. The site plan illustrates turning movements for semi- tractor/trailers to access the silos for loading from the north, driving through below the silos and exiting between the office building and storage building. The silos are 96 feet in height and the elevator legs that distribute the materials from the rail cars to the silos are 140 feet in height at the central peak. Structures within the 1-2 District are limited to a height of 48 feet. Section 11-17-3.A of the Zoning Ordinance allows increases in height above the district limits subject to approval of a conditional use permit provided the following criteria are met: 1. Demonstrated need is established for the increase in height, and said increase will not violate the intent and character of the zoning district in which the structure is located. Comment: The height of the proposed silos is based on the storage capacity needs of the proposed use and the height of the elevator legs is necessary for the functionality of the storage systems. 2. The site is capable of accommodating the increased structure size. 3 Comment: The subject site complies with applicable requirements for lot area, width, setbacks and building coverage indicating the site is capable of supporting the increased height of the silos and elevator legs. The potential increased intensity and size of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets. Comment: The subject site is accessed via local industrial streets and a major collector street with adequate capacity to accommodate traffic generated by the proposed use. 4. Public utilities and services are adequate. Comment: The proposed increase height for the silos and elevator legs will not effect public service capacity. For each additional story over the district limitation or for each additional ten feet (10') above the maximum allowed per district, front and side yard setback requirements shall be increased by ten percent (10%). Comment: The silos will be required to be setback an additional 27 feet from 65th Street (CSAH 37) and an additional 18 feet from the east and west lot lines. The construction does not limit solar access to abutting and/or neighboring properties. Comment: The increased structure height will not impede solar access for surrounding properties. Office and Storage Buildings. The proposed office building and storage building are constructed using precast concrete panels with integral color. The exterior finish materials comply with the requirements of Section 11-17-4.E.1 of the Zoning Ordinance. Both the office building and storage building have flat roofs. The height of the office building is 23 feet and the storage building is 32 feet in height, which are both within the 48 foot building height allowed within the 1-2 District. Landscaping. A landscape plan for the subject site has been submitted that illustrates installation of a berm and row of coniferous trees to be installed along the north property line. Wetland and wetland mitigation areas along the south lot line prevent installation of additional trees for screening along 65th Street (CSAH 37). The sizes and types of proposed plantings comply with Section 11-19-2.B of the Zoning Ordinance. We recommend that a double row of evergreens be added to the south and west of the rail car storage area to screen the rail cars from view of CSAH 37, existing rural residential dwellings, and future residential development to the south of the subject site. The revised landscape plan is to be subject to review and approval of the Zoning Administrator. 4 The areas of the subject site not taken up by buildings, parking/driveways, and wetlands is proposed to be seeded with a MNDoT specification low maintenance mix. Planting this seed mix for a more natural grasses is allowable under Section 5-2-3.F of the City Code. Establishment of the natural grasses will supersede the need for irrigation required by Section 5-2-3.C.2 of the City Code. Lot Requirements. Lots within the 1-2 District are required to be a minimum of 2.0 acres in area and have 200 feet of frontage to a public street in accordance with Section 11-86-7 of the Zoning Ordinance. Proposed Lot 1, Block 1 is 18.48 acres in area and has 320.85 feet wide measured at 65th Street (CSAH 37). The proposed lot complies with the requirements of the I- 2 District. Setbacks. The table below outlines the setbacks applicable to the site improvements within the subject site. The site plan complies with applicable setback requirements, including the increased setbacks required for the storage silos due to their increased height. Building Coverage. Section 11-86-8 of the Zoning Ordinance establishes a 50 percent building coverage limit for lots within the 1-2 District. The area of the subject site covered by the office building, storage building, and silos is approximately 28,510 square feet or 24.8 percent of the area of the subject site. The proposed site and building plans comply with the building coverage limits of the 1-2 District. Fence. The site plan indicates that there is to be a fence at the perimeter of the subject site. Fences for industrial uses are allowed to be up to 8 feet in height by Section 11-19-4.H of the Zoning Ordinance. Agate is to be installed across the driveway access from Jansen Avenue. The gates must be setback from the right-of-way sufficient distance to allow for a semi- tractor/trailer to be stopped at the gate without impeding traffic on the public street as stated by Section 11-19-4.H.3.c of the Zoning Ordinance. Installation of the fence and gates requires a fence permit prior to installation subject to review and approval of the Zoning Administrator. Exterior Lighting. A photometric lighting plan has been submitted with the proposed site and building plans. The freestanding and wall mounted fixtures both have 90 degree horizontal cut- offs. Lighting cast at all property lines is less than 0.4 foot-candles of illumination as required by Section 11-16-6.C.1 of the Zoning Ordinance. There is an adjustable floodlight fixture that E 1-94 East CSAH 37 West Wetland Required 30ft 20ft. 30ft. 20ft. 40ft. Office building 280ft. 240ft. 1,410ft. 230ft. 390ft. Storage building 330ft. 70ft. 1,130ft. 170ft. 310ft. Storage silos 190ft. 200ft. 1,390ft. 180ft. 300ft. Rail spur/storage Oft. 70ft. 50ft. 140ft. na Required 15ft. 5ft. 15ft. 5ft. na Parking/driveways 20ft. 30ft. na 170ft. na Building Coverage. Section 11-86-8 of the Zoning Ordinance establishes a 50 percent building coverage limit for lots within the 1-2 District. The area of the subject site covered by the office building, storage building, and silos is approximately 28,510 square feet or 24.8 percent of the area of the subject site. The proposed site and building plans comply with the building coverage limits of the 1-2 District. Fence. The site plan indicates that there is to be a fence at the perimeter of the subject site. Fences for industrial uses are allowed to be up to 8 feet in height by Section 11-19-4.H of the Zoning Ordinance. Agate is to be installed across the driveway access from Jansen Avenue. The gates must be setback from the right-of-way sufficient distance to allow for a semi- tractor/trailer to be stopped at the gate without impeding traffic on the public street as stated by Section 11-19-4.H.3.c of the Zoning Ordinance. Installation of the fence and gates requires a fence permit prior to installation subject to review and approval of the Zoning Administrator. Exterior Lighting. A photometric lighting plan has been submitted with the proposed site and building plans. The freestanding and wall mounted fixtures both have 90 degree horizontal cut- offs. Lighting cast at all property lines is less than 0.4 foot-candles of illumination as required by Section 11-16-6.C.1 of the Zoning Ordinance. There is an adjustable floodlight fixture that E must be installed so as to only cast light downward with a 90 degree horizontal cut-off to comply with Section 11-16-6.C.3.a of the Zoning Ordinance. Signs. The submitted plans indicate that an 80 square foot monument sign is to be placed at the site entrance from Jansen Avenue. A GCC sign is painted onto one of the storage silos so as to be visible from 1-94. Section 11-37-6.F of the Zoning Ordinance allows a 200 square foot wall sign, 200 square foot free standing sign up to 50 feet in height. Section 11-37-5.C.6.a of the Zoning Ordinance would allow a second free standing sign up to 64 square feet in area and 15 feet in height to be located at the site entrances. A sign permit subject to review and approval of the Zoning Administrator is required prior to installation of any signs upon the property. Waste Storage. The site plan does not identify storage for waste other than a receptacle within the electrical room of the office building. Any outdoor storage of trash or recycling containers will require construction of an enclosure meeting the requirements of Section 11-18-4.0 of the Zoning Ordinance. Grading. The developer has submitted plans for grading of the subject site. The proposed rail spur includes tracks for rail car storage that requires filling of wetlands in the southern portion of the subject site. A separate wetland impact plan application has been submitted and is being reviewed by the Technical Evaluation Panel. The plat application includes a condition that wetlands and wetland buffers be platted as outlots deeded to the City. The change to the plat will require revision of the site plan as well. All grading, drainage, erosion control, and wetland impacts are subject to review and approval of the City Engineer. Utilities. There are not municipal sewer and water utilities available to the subject site. Until municipal utilities are available, use of an on-site septic system and well are to be used for services. The septic system is required to provide a primary and secondary drainfield site. Plans for the septic system and well will be subject to review and approval of the Building Official at the time of application for a building permit. RECOMMENDATION The proposed GCC of America site and building plans are a unique opportunity to utilize available access to rail for an industrial business that will add employment and expand tax base. The proposed development complies with the requirements of the Zoning Ordinance including the conditional use permit for the proposed height of the storage silos. City staff recommends approval of the requested applications as outlined below. POSSIBLE ACTIONS A. Motion to recommend approval of site and building plans and a conditional use permit, subject to the following conditions: 0 1. The site and buildings shall be developed in accordance with the plans on file with the City except as modified herein or approved by City staff. 2. No direct lot access to 65th Street (CSAH 37) shall be allowed as determined by Wright County. 3. The site plan shall be revised as necessary to reflect the dedication of right-of- way as may be required for extension of Jenson Avenue as a permanent cul-de- sac on the Otsego Industrial Park 7th Addition Final Plat. 4. The site plan shall be revised to identify 28 off-street parking stalls. 5. The landscape plan shall be revised to provide for a double row of evergreen trees along the south and southwest edge of the rail car storage area, subject to review and approval of the Zoning Administrator. 6. Fences shall comply with Section 11-19-4.1-1 of the Zoning Ordinance and shall require a fence permit prior to construction, subject to approval of the Zoning Administrator. All exterior light fixtures shall be installed so as to only cast light downward with a 90 degree horizontal cut-off in compliance with Section 11-16-6.C.3.a of the Zoning Ordinance. 8. All signs shall comply with Chapter 37 of the Zoning Ordinance and require a sign permit prior to installation, subject to review and approval of the Zoning Administrator. All grading, drainage, erosion control, and wetland impacts are subject to review and approval of the City Engineer. 10. Plans for installation of on-site septic and well utilities shall be subject to review and approval of the Building Official. B. Motion to recommend the application be denied based on a finding that the request does not comply with the requirements of the Zoning Ordinance. C. Motion to table. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney 7 Site Location Map Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑ c ❑ t Parcels Review No. 1 Hakanson 1-11-Underson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Dan Licht, City Planner Dave Kendall, City Attorney Karl Sullvan, GCC of America Jack Matasosky, Appro Development Dan Lavender, P.E. Wenck Associates, Inc. Pat Sveum, Wenck Associates, Inc. Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: June 10, 2020 Proposed Development: GCC of America (Otsego Industrial Park 7t' Addition) Street Location A portion of the NE'/4 of Section 34, T121, R24. North of 651' of Property: Street and West of Jansen Avenue Applicant: Jack Matasosky Developer: APPRO Development, Inc. 21476 Grenada Avenue Lakeville, MN 55044 Owners of Record: Douglas Cummings Cummings Property Mgmt II LLC 6540 Jansen Avenue NE Otsego, MN 55301 Purpose: GCC of America is a proposed 18.8 acre, industrial lot development in the City of Otsego, Wright County, Minnesota. The proposed development will be served by well and septic system typical of a rural setting. No new City streets are proposed. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILABLE PRELIMINARY PLAT — See Otsego Industrial Park 7t' Addition review FINAL PLAT - See Otsego Industrial Park 7t' Addition review CONSTRUCTION PLANS TITLE SHEET EXISTING CONDITIONS REMOVALS AND PRE -CONSTRUCTION EROSION CONTROL PLAN SITE PLAN POST -CONSTRUCTION STABILIZATION/SWPPP GRADING AND EROSION CONTROL PLANS UTILITY PLAN STORM SEWER PLAN DETAILS SURFACE WATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:\Municipal\Aotsego25xx\2500\2020\GCC_Otsego Industrial Park\GCC\OT2500-2020 GCC RVW1.docx INFORMATION AVAILABLE Temporary Grading and Erosion Control Plan, dated 5/26/2020, by Wenck Associates Preliminary Construction and Grading Plans, dated 5/26/2020, by Wenck Associates Master Plan - Ghost Plat, received 6/8/2020, by Wenck Associates Stormwater Management Plan for GCC Transfer Station, date 5/26/2020, by Wench Associates Architectural Plans, dated 5/26/2020, by APPRO Development Wright County Highway Department Review Letter, dated 6/5/2020 Other Information Preliminary Plat, dated 5/26/2020, by Wenck Associates — See Otsego Industrial Park 7th Add Final Plat, dated 5/26/2020, by Wenck Associates - See Otsego Industrial Park 7th Add Street and Easement Vacation - See Otsego Industrial Park 7th Add Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 S:\MunicipalWotsego25xx\2500\2020\GCC_Otsego Industrial Park\GCC\OT2500-2020 GCC RVW1.docx PRELIMINARY CONSTRUCTION AND GRADING PLANS Cover Sheet The final plans shall be signed by a registered Licensed Engineer. 2. The cover sheet shall provide an approval signature line for Ronald J. Wagner, City Engineer. A benchmark(s) and datum for the plans shall be provided. Existing Conditions 4. The existing 24" CMP culvert under CSAH 37 appears to have backfall (i.e. inverts show flow to the south while the contours indicate that this should flow to the north). The direction of flow shall be verified. Removals and Pre -Construction Erosion Control 5. The "Mitigated Wetlands" label for the impacted wetlands somewhat confusing. Is there any wetland mitigation area proposed within the site? 6. See Preliminary Plat comments from Otsego Industrial Park 7t' Addition review. Site Plan Only a primary septic field is shown. The secondary field is also required. The existing Jansen Avenue right of way is being vacated with the Otsego Industrial Park 7th Addition plat. The existing cul-de-sac at the east property line was only intended at a temporary cul-de-sac until Jansen Avenue was continued to the west. This cul-de-sac shall be made permanent; developer shall obtain permanent easement over the existing cul-de-sac and the cul-de-sac shall be modified to meet current Otsego standards, or; a new permanent cul-de-sac shall be constructed in the Otsego Industrial Park 7t` Addition plat. 9. The driveway connection to CSAH 37 will not be allowed by Wright County per their letter dated June 5, 2020. The construction plans shall be updated. 10. The wetland setback and buffer as well as the required rail road and CSAH 37 setbacks shall be included in the table on Sheet C-101. 11. The 2 -yr and 10 -yr HWL labels shall be provided in the plans for all ponds and the NWL and HWL for the wetlands shall also be provided (grading and storm sewer sheets too). PAGE 4 S:\MunicipalWotsego25xx\2500\2020\GCC_Otsego Industrial Park\GCC\OT2500-2020 GCC RVW1.docx Post -Construction Stabilization/SWPPP 12. No comments. Grading and Erosion Control Plan 13. There are several low areas/drainage swales that hold water as they drain through storm pipe. An emergency overflow (EOF) with elevation shall be identified in the plans for each of these areas and for all the ponds/wetlands. Any adjacent buildings lowest openings shall be a minimum of 1.5' above these EOFs whenever possible. If not possible the buildings lowest openings shall be a minimum of 1.5' above the 100 -yr high water elevation. 14. Some of the proposed slopes appear to be very steep. A number of 3:1 slopes are called out and are allowed/encouraged along wetland areas to minimize impacts where feasible but all other slopes must be a maximum of 4:1 slopes. In no case should a 3:1 be exceeded. 15. It is difficult to determine the drainage pattern from the contours along the sides of the tracks and driveway south of Jansen Avenue. A larger scaled drawing shall be provided for this area. The following few items shall be addressed; a. It appears that the proposed grading will trap water in the wetland to the north of CSAH 37 and west of the driveway. b. The existing drainage for the area south of Jansen Avenue appears to drain to the east along the south side of Jansen Ave through ditches and culverts to a storm pond in Otsego Industrial 1St Addition. The proposed drainage/stormwater calculation and models show this water draining to the west of the site though a series of wetlands instead. Drainage direction shall be verified and potentially the stormwater calculations will need to be revised. Utility Plan 16. No comments. Storm Sewer Plan 17. See comment #19 regarding the 24" culvert. 18. Culvert FES 1 to 2 size and material is still under review. This culvert as well as FES 11 to FES 12 will be major culverts for this proposed site as well as future sites to the west and even south of CSAH 37. These culverts shall be covered by a drainage and utility easement. Details 19. No comments. PAGE 5 S:\Municipal\Aotsego25xx\2500\2020\GCC_Otsego Industrial Park\GCC\OT2500-2020 GCC RVW1.docx SURFACE WATER MANAGEMENT 20. See comment 15.b. The drainage maps for both existing and proposed drainage depict the ultimate drainage going to the NW (both north and south of Jansen Ave). A 24" culvert is being proposed from the south side of Jansen Avenue to the wetland to the SW. This culvert is flat and at 962 elevation. This will allow the drainage to flow to the Jansen Avenue ditches and not to the NW as shown in the maps. 21. The wetland in the SW of the project and over the adjacent property (Pond 20) has an existing 100 -yr HWL of 964.3 which is shown to rise to 964.51 with the proposed development. Both models do not consider the flow to the east through Jansen Avenue ditches. Also, the proposed storm sewer plan shows 24" culvert between this ditch and the wetland which shall also appear in the storm model as we believe will act as the control for this areas HWL. WETLANDS 22. The wetland delineation and replacement plans are currently out for comments until July 9, 2020. Due to the unique nature of this project it is likely that the proposed wetland impacts will be approved with the replacement plan. OTHER CONSIDERATIONS 23. A statement certifying the environmental condition of the site including the presence of any hazardous substance as defined in Minnesota Statutes 115B.02, Subd 8 is required. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above items being addressed. PAGE 6 S:\Municipal\Aotsego25xa\2500\2020\GCC_Otsego Industrial Park\GCC\OT2500-2020 GCC RVW1.docx I /4m fa na ARWAO DEVELOPMENT oil l huild I dnwluC 21476 GRENADA AVENUE IAKEVILLE, MN 55044 PH: 952-469-2171 EXISTING BUILDING I FAX: 952-469-2173 EMAIL. office@approdwelopmenLoom �P Copyright CO by APPRO Development. Inc %a'-91/16" PROPERTYLINE 1 10'x8'MONUMENT SIGN — r _ 8'-0' COLOR VINYL COATED CHAIN LINK FENCE \ -0-HIGH BERM 'FUTURE RAIL CAR STORAGE 3 CARS 11Q0 TOTAL) F w v FU ` i �% 9TATE of ; 17 3'-0' HIGH BERM�'R pP-G�SF . , // / ` / _ -. " 1 _... _— RAL CAR STORAGE, 68 CARS —1 —{— 4 PARKING SIDE STALLS' _ / _ _._ _ OT 16 r4 AC^.Ec ORM WATER POND _ BERM/LANDSCAPE Y,. OFFICE ! �`J-,���' •BUCKET ELEVATOR Tek y/q - : f- PROPERTY LINE:320'+/ f ---------- 4,0P? TON SILOS , y - - PROPERTY LINE: 1.12T.1 PPROXIMATE EDGE OF WETLAND r � EW RAI STORM WATER PON m s 1 0 �✓� 1 �/1 Xy { Q 1 1 0 Z { 1 ! S i 1 IL SOARING LOCATION - O O No. Description Date W f 1 \ Z \ ,%y EXISTSHED W GAT `% ' % -.. - .. - w _.w. _. AD IST GRAVEL ROAD h (n F _ rn PROPERTY LINE: 1.310' +! I it EXIST HODS I r_ CONCRETE 1 PDISTRIBUTION SITE PLAN TE P -0" NORTH � FACILITY 60' 40' 0' 80' 9612 65TH STREET NE, OTSEGO,MN METAL BUCKET SITE PLAN ELEVATOR AND SILOS _ _ PAINTED GREY T.O. SILO o— — — — — — — — 195'-1015l1 W 3,000 TON SILOS LANDSCAPE/ x 4,000 TON SLOS o BUCKET ELEVATOR EVERGREEN TREES J� < ¢ oa. SERM HEIGHT VARIES 7 < FLAT STORAGE EXISTING BUILDING Protect number 18-01-0133 INTERSTATE 94 FROM 1'-6' TO 5'-0" ! Date 05/26!2020 - FIRST FLOOR -----�=-- L-, ---- ---- --� Drawn by DRS __ .. 100,-0 " Checked by JAC 3 VIEW FROM 94 2 Al -0 SITE SECTION Al 0 A7-0 1" = 80'-0" s�ele 1"=80'-0" PROPERTY LINE 10'x e' MONUMENT SIGN PRECASTCONCWALLS.ROOF, BEAMS. AND COLUMNS / NON-FLAMMABLE. UNOCCUPIED STORAGE I/ . '00, ' 100, OFFICE 1.044 SOFT /2 ENLARGED PLAN /i i 000l / /i " >-- /_/ � 0 SCALES UNDER SILO 4 n n 30' 15' 0' 30' NORTH 9 0 0 DFVFLOP,',IFN'F I nulla 1 Sn'JoP 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952469-2171 FAX: 952469-2173 EMAIL otfice@applodwelopment.com Copyright P by APPRO D—IopmenL Inc No. Description Date CONCRETE DISTRIBUTION FACILITY 9612 65TH STREET NE, OTSEGO,MN ENLARGED SITE PLAN Project number 18-01-0133 Data 05/26/2020 Drawn by DRS Checked by JAC Al -2 Seale 1" = 30'-0" NORTH 1 SCALE BUILDING FLOOR PLAN IFJF� 4' 2' 0' 4' SCALE BUILDING ELEVATION - 3 EAST Aza 1/4^ = V-0" 4� z a 4' 45 -6 - OPEN OFFICE zoo 1.092 S.F. -' SCALE BUILDING SECOND NORTH r2 \FLOOR PLAN PRE�FINISHED METAL CAP EXTERIO. ..r SCALE BUILDING ELEVATION - 4 NORTH A2 l 1/4^ = 1'-0" 4' 2' 0' 4' INTEGRAL COLORED PRECAST CONC PANELS -WHITE T.O. SECONFLOORDR� fl DEVELOPMENT r build t x doP 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952-469-2171 FAX 952-469-2173 EMAIL: of6ce@appmaevefopmmLcom Copyright 0 by APPRO Development Inc No. Daxripdon Date CONCRETE DISTRIBUTION FACILITY 9612 65TH STREET NE, OTSEGO,MN SCALE BUILDING FLOOR PLAN AND ELEVATION Pmjact nmb. 16-01-0133 Data 05/26/2020 Drawn by DRS ChecKea by JAC A2-1 Scale 1/4" 1' -1 112• 1 FLAT STORAGE FLOOR PLAN A2-2 v = 10'-0" F Q 10' 5' 0' 10' NORTH FLAT STORAGE BUILDING - 2 EAST ELEVATION 1/8" SLOPE FLAT STORAGE BUILDING - 3 NORTH ELEVATION j az-2 1" =10'-0" 10' 6 0' 10' T.O. STORAGE WALL -LOW n 137 -11" INTEGRAL COLORED DOUBLE T PRECAST CONC PANELS -WHITE FIRST FLOOR -A--, 100' - 0" V T.O. STORAGE WALL _LOW n 132'-1" 1 INTEGRAL COLORED DOUBLE T PRECAST CONIC PANELS -WHITE _ FIRST FLOOR 100' - 00"/1 DEVELOPMENT oa1� 1 build 1 dc,cw 21476 GRENADA AVENUE LAKEVILLE, MN 55144 PH: 952469.2171 FAX: 952-469-2173 EMAIL: otfice@apprc&velopment.com Copyright 9 by APPRO Development- Inc No. Daacripdm Data CONCRETE DISTRIBUTION FACILITY 9612 65TH STREET NE, OTSEGO, MN FLAT STORAGE BUILDING FLOOR PLAN AND Project number 18-01-0133 Date 05/26/2020 Drawn by DRS Checked by JAC A2-2 Scale 1" 5a -o• 501-0• 50'-o" 50'-0' Jr 106'-a i 16 w m STORAGE O 4 150 g ¢^ 20.000 S.F. O� LLO W 100 - o• 1 FLAT STORAGE FLOOR PLAN A2-2 v = 10'-0" F Q 10' 5' 0' 10' NORTH FLAT STORAGE BUILDING - 2 EAST ELEVATION 1/8" SLOPE FLAT STORAGE BUILDING - 3 NORTH ELEVATION j az-2 1" =10'-0" 10' 6 0' 10' T.O. STORAGE WALL -LOW n 137 -11" INTEGRAL COLORED DOUBLE T PRECAST CONC PANELS -WHITE FIRST FLOOR -A--, 100' - 0" V T.O. STORAGE WALL _LOW n 132'-1" 1 INTEGRAL COLORED DOUBLE T PRECAST CONIC PANELS -WHITE _ FIRST FLOOR 100' - 00"/1 DEVELOPMENT oa1� 1 build 1 dc,cw 21476 GRENADA AVENUE LAKEVILLE, MN 55144 PH: 952469.2171 FAX: 952-469-2173 EMAIL: otfice@apprc&velopment.com Copyright 9 by APPRO Development- Inc No. Daacripdm Data CONCRETE DISTRIBUTION FACILITY 9612 65TH STREET NE, OTSEGO, MN FLAT STORAGE BUILDING FLOOR PLAN AND Project number 18-01-0133 Date 05/26/2020 Drawn by DRS Checked by JAC A2-2 Scale 1" /11 Ir\IT 4p'�GCC of Am e r i c a GCC OF AMERICA 600 S. CHERRY STREET GLENDALE, CO 80246 (P) - 605-310-5433 CONTACT: KARL SULLVAN ARCHITECT AND DEVELOPER APPRO DEVELOPMENT 21476 GRENADA AVE LAKEVILLE, MN 55044 (P) - 952-469-2171 CONTACT: JACK MATASOSKY ENGINEER V^,V WENCK WENCK ASSOCIATES, INC. 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 (P)-763-252-6800 CONTACT: DAN LAVENDER, P.E. PRELIMINARY SITE CONSTRUCTION PLANS 'n' ENC FOR 7500 OLSON MEMORIAL ENVY SUITE 300 GOLDEN VALLEY, MN 55727 GCC OF AMERICA PHONE 763-2526600 FAX 952631-1266 WVVW.WENCK.COM OTSEGO, MINNESOTA MAY 2020 CIl VICINITY MAP NOT TO SCALE PROJECT LOCATION CITY: OTSEGO COUNTY: WRIGHT DEVELOPilIEN r 1T1 U F_ O alf w w W OU' z C w� G U F O LL z U -O O 0 �U U t - of U � U 0 2 o a o � o� CERTIFICATION: I HERESY CERTIFY TFNT THIS LICEAE NO.: PROJECT NO.: 3366-0001 DWN BY: CHMD BY: I APPD BY: MDH I PWS I DML ISSUE DATE 05/26/2020 ISSUE NO.: 1 SHEETTITlE: COVER SHEET SHEETNO.: G-001 SHEETINDEX SHEET NUMBER SHEET TITLE G-001 COVER SHEET C-001 EXISTING CONDITIONS C-002 REMOVALS AND PRE -CONSTRUCTION EROSION CONTROL PLAN C-101 OVERALL SITE PLAN C-102 SITE PLAN (SOUTH) C-103 SITE PLAN (NORTH) C-201 POST CONSTRUCTION STABILIZATION PLAN C-202 SWPPP C-301 OVERALL GRADING PLAN C-302 GRADING PLAN (SOUTH) C-303 GRADING PLAN (NORTH) C-401 OVERALL UTILITY PLAN C-402 UTILITY PLAN (NORTH) C-501 OVERALL STORM SEWER PLAN C-502 STORM SEWER PLAN (SOUTH) C-503 STORM SEWER PLAN (NORTH) C-801 CIVIL DETAILS C-802 CIVIL DETAILS L-101 LANDSCAPE PLAN L-102 LANDSCAPE NOTES & DETAILS DEVELOPilIEN r 1T1 U F_ O alf w w W OU' z C w� G U F O LL z U -O O 0 �U U t - of U � U 0 2 o a o � o� CERTIFICATION: I HERESY CERTIFY TFNT THIS LICEAE NO.: PROJECT NO.: 3366-0001 DWN BY: CHMD BY: I APPD BY: MDH I PWS I DML ISSUE DATE 05/26/2020 ISSUE NO.: 1 SHEETTITlE: COVER SHEET SHEETNO.: G-001 /— — / -/ l - /rl � 3�;': . 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THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER EXISTING PROPERTY UNE I EXISTING ASPHALT SURFACE GOPHER STATE ONE CALL EXISTING GRAVEL SURFACE .......... EXISTING BUILDING TOLL FREE 1800.252-1166 EXISTING WETLAND - - 901 - - EXISTING MINOR CONTOUR - - 900 - - EXISTING MAJOR CONTOUR wer EXISTING WETLAND BOUNDARY V^V FENC 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE 76&252-6800 FAX 952831-1268 WWYY.WENCK.COM CLIENT: DEVELOPIMENT U 0 U) LL Lu W oz W W cZc V G F- 0 LL o D O �o U H- U /- V a 13 CERTIRCATIOM I HEREBY CERTIFY THAT THR SPECIFICATION, OR REPORT LIC o _ PROJECT NO.: 3366-0001 lI I OWN BY: CHK'D BY: APPU BY: YYARNING: MDH PWS DML THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAWING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ISSUE DATE: 05/26/2020 ISSUE NO.: 1 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6514540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER SHEET TITLE EXISTING CONDITIONS CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEETNO- TWINCITY AREA: 6514540W2 o o TOLL FREE 1800.252-1166 _ I h I n n /// L_ L/ /71 EX/ST/NG BD/(D/NC / , T�•r-`.� II VIJ ITl�l,j / 1� n n s>0.56 0 1 JU- ' ATII AT' ✓ " I ) BOUM7N0 } , �aN n naSSSN 8a ,.. SON ooNN 0 100 200 ENC J A hIt SURFACE \ `� K'SN / / . L — -\. n J , 5 ` flt \\\\ ` 3 X -x ,y X x X -�X GRAPHIC SCALE IN FEET 3 / '—� /N. ^hrC'�:V✓t�7lhvly ry 7 LEGEND 5000LSON MEMORIAL HWY / ] �.._y \ �' I SD300 T ' ' 6 7_ I IIII a I �LPODE HONE TU69-252.6800 [AN , PROPERTY BOUNDARY 4 LOT UNE FAX 952-831.1268 WWW.WENCKCOM CAUTION: OVERHEAD UTILITY` `^ INv-s6sm — — — — — EASEMENT UNE p DITCH 1 'r DO NOT IMPACT -sbsss �/ - 6 4 IIS 24" CMP CONSTRUCTION LIMITS X' \ } I I + INV -966.53 ��\ _ - RIGHT OF WAY UNE PfAi; `` g�,� �� + + +rT+�+�i y — 901 EXISTING MINOR CONTOUR cuENi. Gni \ "p'•, �T[_-Ir� I� t + i + + �s + + + + j o>+3.1 +�}++ II N - — 900 — - EXISTING MAJOR CONTOUR I '• / v� I +4++ *� + 3.1 ++++++++ a ++ MITIGATED WETLANDS 1 / s. \ \ r 0 \ \ f + + +� + + + + + + + +I III ® 0 0 0 I�AR�EL1 1 ( RA �L (. I �` / I 16' CMP - /- q + + + + + + + + 3 +0,1+++ + + + j \ +++++ + +++�++++++++ +� / I / +++++}++ III ROCK CONSTRUCTION EXIT INV�iSB.]E k I /{ DEVELAPbiEN'I' /�\w / A I'n, ^J t +�}� 9 } +J+ + + + / I I CLEAR AND GRUBAREA „1b jIdIAS 1 r , 964 ---. �l" �T1� A I I I 5 1 y` +J }+ +*+ �+ / I r�i I / ❑ ❑ SILT FENCE + +t+ + + + + II �:� -963 / + + +/+ + -966 % III, 1 �d 1 INLET PROTECTION _ I 4 / \ +++ +++++ +++ / I 0./ ^ I,_ / \ ` \\ + + + + + +i+ + ' ' I ` /I I IIII CULVERT PROTECTION %I +1%++,++++ I I `+ ++++++++'+}+ I I / III `u, EXISTING UTILITY POLE // / �. . �QNµ1 y 1. + I m � � I "7� G PU711JiY yn= J I \ + ;? +�+%% + .rr/'� v//�/ r //�\ _�3 ° ��c>I ~/ °C�iwfW`�O / .',o \ J 1 (6� m\II \ \II - \-�\,� ' \ +`\ +a •+++ v+> +/}/.�7}+3I1t+ ��}:/ ++ /+.—y/-� +�}`+ E�\�+ � }_\\+,9 6} 1 + �++ L+/,s� \ Sf a3�5'\5 /E\� 1 _I_ I 7T�( /'\ �I /\ \} ,�,}�NIET\+ 'WEJ+++I+ /+- +(ITEM - ++ + + +DRNGE.EMNTPPU4555"E a6 s�ri�/�INtl96IS/f-3 % !I \/\ /s\' 1 o/u/<\\ Ofj°o_-/\969 ✓�_�I I/C/a_/.1� _\/_m/ -- / — . /F- /_ "I/ `-*"i-��--y;IIII - - IjIII\IIIIIIIIIIII IIIIIIIII II g Q iR L12 m O 77 } ++�+�+ ap ilt W4 + o / LL 3.1 & _ +r 17 INET }''++ } 44 + + QLL- Z 0 .r: ++ �0\ _��\++++I++++i J+ ++++++++/+ +++++++++�++++++ + + � + ++++}+}++ + +s++ + + + +%++++ UNOTES I' 7- LD _tl +� tET 1. SEE SHEET G-002 FORADDITIONAL PROJECT NOTES J+ \ n 2 CONTRACTOR SHALL COORDINATE LOCATION OF ROCK NCOSTRUCTION -' ENTRANCE(S) WITH CONSTRUCTION ON PUBLIC ROW 3. R IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT \9 ANY EXISTING INLET THAT RECEIVES CONSTRUCTION 6s gB4� J Jo��' o�6h� y g661'T 1 I / '!•� \ �' .1 -� / \ I i+ I STORMWATER RUNOFF HASADEQUATE INLET PROTECTION AND a +�++++ rA"� 966 \ \ ` — / *,�` / ` '�T / �T�_� l ` / '>\ \ I II /X ( III SATISFIES THE REQUIREMENTS OF THE SWPPP AND NPDES W \ �� + *++++ ` 1 \ \ \ \ _ // // �/�t �l / TEMPORARY BMP'S TO BE CONSTRUCTED AS NECESSARY TO ++++ t \/ PARCEL / / /� i °'6 /-7 '"- \ / / / y/�^ I CONTROL STORMWATER RUNOFF ONCE CONSTRUCTION HAS + n+� ++'+.+ + + / / m uC'� — — /I 1 / I / I III COMMENCED. + +++}+r C — _ \ \ / / / ` / / / o^,o� 5. LIMITS OF DISTURBANCE AND SILT FENCE ARE SHOWN OFFSET --�----�--517.0-------* -Il�c I FROM CONSTRUCTION LIMITS FOR CLARITY. CONTRACTOR TO \++ +/`/\�//��W/INSTALL AND MAINTAIN EROSION CONTROL PROTECTION ON + / / / 9, / \ �• ALL AREAS RECEIVING STORMWATER RUNOFF FROM THE ITE. C I \ \ \ I I t II 6. CLEAR AND GRUB AS NEEDED FOR CONSTRUCTION WITHIN �- LIMITS OF 9 / I \- \ \ \ I `967 �/ /9�9. '� \\ j� ✓ \ \ \ l t 9 i \ WII DISTURBANCE \ \ \ \ \ \ \ 1i\/ y > I I T. DOUBLE ROW SILT FENCE TO BE INSTALLED IF CONSTRUCTION +C'� I ( REMAINING WETLAND BOUNDARY TY CCURS WITHIN A 75 OOT BUFFER20NEALONG THE F KEYNOTES O -96a- A / g6p\��—`\\\\\\�� /-� j -963-- \�—/\\ \\\\\ \\ —y B1� yp) I ' I ry \ \I III 'u /! — — _ \ \ \. -- 962- — i \ v i \ \ \ \ 9> I 5 I I �I / \ -959- — � \ \\\ L / � \ \� \ \S \� 97 8> 9jS B I ! I I � \ � I I 1. INSTALL CULVERT INLET PROTECTION o / m s of bai g9,?,< 1 I L ( �g6% au, �', \ \ \ l 44 - , / �a I \� 2. INSTALL ROCK CONSTRUCTION ENTRANCE . n . /,. \ \ \ \\ \ \ / / / / 9SJ_ \ \� \\ `\ \\ / 1 \�y f / \ (II 3. INSTALL SILT FENCE CERTIFICATION: / `90 0 V \ I\ I 3.1. DOUBLE ROW SILT FENCE AROUND WETLAND BOUNDARY. I HEREBY CERTIFY T7wT THIS PtA ,O � J I SEE NOTE 7 THIS SHEET ��TB N OR VIE RW f + + ' •FL�MF�Yx�x. ,. x Y \l Y \, \ \ — 973 = ` / ,\ v III 54. WETLAND . PROPERTY UNE nON AREA + + + + + + + + + + +1- \_- -� \ DIRECT SUPERVISION AND A + + + + + } + + + + + , C DULY LICENSED PROFE - - - _ - - \g>-9Tt -t=_— — - ` - - - 6. CLEAR AND GRUB (TYP.) I'1111RUNDER THE J3M SO°07'33"W 2507.59 \=958��0_ —` / I 7. SALVAGE UTILITY POLE AND RELOCATE -COORDINATE WITH STAIEOFMINHESO \ III I UTILITY COMPANY FOR RELOCATION `v EXISTINGPROERTY LINE TO BE VACATED(TYP.) 9. EXISTING EASEMENT LINE TO BE VACATED (TYP.) LID PROJECT NO.: 3366-D001 WARNING. OWN BY: CHK'D BY: APPDBY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL MDH PWS DML COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF ONES. ISSUE DATE: 05/26/2020 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR ISSUE NO.: 1 THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES,CONDUITS,PIPES, MANHOLES, VALVES OR OTHER BURIED SHEET TITLE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING REMOVALS AND CONSTRUCTION AT NO COST TO THE OWNER PRE -CONSTRUCTION CALL BEFORE YOU DIG EROSION CONTROL PLAN GOPHER STATE ONE CALL SHEET ND.: TWIN CITY AREA: 651454-0002 O O �i L TOLL FREE 1-000.252.1166 C -002 / / / / / / It / Oa 18CMP Q' I / r++} Ilr I 1 1 / ------ r _ .ice•.' � rrrr+rrr B rz—�_r rr +`'•. �: rrrywyWyW/i /�.�IN r r � rrrrrr�r �/ �loi +� �\ r°0 .✓'ter r/" uiltii / + + 1 y r r r r / EXISTING BUILDING 10 fT. DRAINAGE AND U77LT' EASEMENT T ` R t T —_ y r +rv--i++-- +++A+++++i�+++++ + + +a..++++ + + +++++ + + + + + + _3 + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 'l ++++++++++++++++++/ + + + + + + +++ + + + + + + + + + >t+-+-+/+++++++++++++++ +MF+ + + + + + + + + + + + + + + + + + + + ++ + + + + + fig• + + + + �+ + + + + / +Wc� + + + + � \ + + ++ +3 + -10 + ++++++++++ { t+ n� + + t y - v1E J ,D r + +t� f 'g1+%+4 + + * + f + + + + + + 13B+ J + + + + + + +++ + + + + + +-4— + 4— 0 517.0 i� V^V 0 190 200 GRAPHIC SCALE IN FEET E N C LEGEND DQFJ�E� . + + + + + + + + + T WARNING: 7500 OLSON MEMORIAL HWY +++ +ll'+++++'�i + + 3 SUITE 300 •N'ET• + + + + + + + GOLDEN VALLEY, MN 55027 CONSTRUCTION AT NO COST TO THE OWNER /+� + + + + A( PHONE 7632528600 'NET1 { LOT LINE TWIN CITY AREA: 6514540002 F + k ` 1+ + + +++++++ T+/+ 4 t + + + + t t + + + "1/ + + + +\+1 +++ +++ +! T12A to l 912 + + + + + + + + + + + + ++ + + + + + fig• + + + + �+ + + + + / +Wc� + + + + � \ + + ++ +3 + -10 + ++++++++++ { t+ n� + + t y - v1E J ,D r + +t� f 'g1+%+4 + + * + f + + + + + + 13B+ J + + + + + + +++ + + + + + +-4— + 4— 0 517.0 i� V^V 0 190 200 GRAPHIC SCALE IN FEET E N C LEGEND DQFJ�E� . PROJECT NO.: 3368.0001 WARNING: 7500 OLSON MEMORIAL HWY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ISSUE DATE 05/26/2020 SUITE 300 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651450-0002 AT LEAST 48 HOURS IN ADVANCE FOR PROPERTY BOUNDARY GOLDEN VALLEY, MN 55027 CONSTRUCTION AT NO COST TO THE OWNER PHONE 7632528600 LOT LINE FAX 952831-1268 TWIN CITY AREA: 6514540002 C-1 01 WWW.WENCK.COM --------- EASEMENT LINE — BUILDING SETBACK UNE -- PARKING SETBACK LINE — — — RIGHT OF WAY UNE CLIENT: CURB AND GUTTER CMP — ROAD CENTERLINE L� BITUMINOUS PAVEMENT • • CONCRETEPAVEMENT DEVELOPMENT L.J PERMANENT STABIUZATION - SEE SHEET L-101 —X—X— FENCE — RETAINING WALL [BY OTHERS] OPROPOSED PARKING COUNT 0 EXISTING SOIL BORING - PROPOSED LIGHT POLE LAS PROPOSED LIGHT • PROPOSED BOLLARD U O NN W L1. w SITE ANALYSIS TABLE W 0 z ADDRESS Teo W (n E%ISTINGZONMGI LZ GENERAL INDUST RALA AA AGRICULTURAL -RURAL SERVICE AREA PROPOSE➢ ZONING PROPOSED USE M25HORHANOOVERUY DISTRICT RAILTRANSFER STATION I— } O LOTAREASUMMARY W z LOTNUMBER TOTALARFA AC PAROELSUMMORY_ 1800 IMIPONIOUSAREA IL PERAOIISARFA AC _ O .EXISTING _ PROPOSEDUSE 1830 ___ __I _6__ .... _.- 1258 O BUILDING SUMMARY O U LOT NUMBER BUILDINGFOOTPRINT(SF1 OFFICE_ I 1100 GROSSFLOORAREA %OF STORIES 32ao2 U F ._ _._ ]FIAT STORAGE _...1— 20000 __... 311000 __. I 11351EACM WA V U STORAGESILOSI81 ! 1.2351EACH1 PARMNGSUMMANY — TOTALPARKINGUSE_ ;--_. REOMREO _- __ PRavOSEo ... �•/ 'PROPOSED USE 2 ACCESSIBLE PAPoLMG REQUIRED PROPOSE➢ v r PROPOSEDUSE SETBACK SUMMARY REQUIRED FRONT _ . SIDE PROP06E0 F C.1'IRCATIOI1 I HEREBY CERTIF STATE DQFJ�E� . PROJECT NO.: 3368.0001 WARNING: OWN BY: CHICO BY: APPD BY: MDH PWS DML THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ISSUE DATE 05/26/2020 ISSUE NO.: 1 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651450-0002 AT LEAST 48 HOURS IN ADVANCE FOR SHEETTITLE: OVERALL SITE PLAN THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS. PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 6514540002 C-1 01 TOLL FREE 1.800.252-1166 \ I I 0 so 100 GRAPHIC SCALE IN FEET ENC K / I \ / LEGEND TSOOO SON MEMO R ALHWY / / I NEY, PROPERTY BOUNDARY GOIOEN SUMN 55427 PHONEE 763-', 763252-609 L'7CISWNG BUILDING I LOT LINE FAK 952-31-1268 _________ WWWWENCKCOM EASEMENT LINE / �•+ ( SETBACK LINE RIGHT OF WAY LINE CURB AND GUTTER CLIENT. co B — ROAD CENTERLINE T B BITUMINOUS PAVEMENT S& 10 FI: DRAINAGE AND UTILITY EISEM T` ® CONCRETE PAVEMENT ° 0 _--_---_-- �_L--=—=X —--_ _— — ___________ __ ________ — — I PERMANENT STABILIZATION-SEESHEETL-101 DEVE[.OPb1ENT c 20 Q'—� T •✓L �I y — — —— — � _�I� ,I, i —X—X— FENCE °in=IMiu�kM o 9so- I RETAINING WALL[BY OTHERS] a- .a4 . a o .a. 'FRONT PARKING SETBACK15' xa 21 ad a e I O PROPOSED PARKING COUNT 4 4 FRONT BUILDING SETBACK: 35' / N EXISTING SOIL BORING v •Y �L �Y y • /a ��'3- PROPOSED LIGHT POLE y y y 1B y LLS PROPOSED LIGHT 4 y 1 PROPOSED BOLLARD y Ny -2 "CMP NOTES U ° /� I y w /'� I 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. W O z QoKEYNOTES -4, y y� LL WET W&A / /.—.—.—.\y i31 LL O'ET� ki + 2a 24 y + + + + 1 �A +Z8ym"2326+ 28+ + t MATCH ExIsnNc O } O + + + + + + + 24 +A + y y y,}, -(- + + + y 2 CONCRETE PAVEMENT (TYP.)-SEE DETAILHU + + + + + + + + + + • + + + 3. PA INT STRIPE (TYP.)/ LS4. STOP SIGN1/+ + +Dt?A�N�j i - ND UTILITY EA _ 77 5. BUILDING SETBACK LINEy N\ y + + + + + + + + + + + y / + + + + + + Y y 6. PARKING SETBACK LINE • + + + -r\ y+ + + + + + + + + .�`. — — v 1 � + + + + + +-/ I 7. PROPERTY LINE CD y y y I,_ .t/ wj + + + +\1 y / + + + + + + + + 'Cy' `✓ /I \+ + + + + + S. CONCRETE CURB DESIGNED DGY TER OTHERS B6.18 -SEE DETAIL ' I s'M �'I- L-��y(ct 9. RAIL SPUR •OESIGNED BY OTHERS y�_� `T' =✓_ __ _ y y + + + + + + + + + + + + + r iD �3 + + + ++ y y ( y I 10. RAIL STORAGE YARD: 100 CARS- DESIGNED BY OTHERS � ter-- --.+-- 11. PROPOSED BUILDING: 3,DOO TON STORAGE SILO -DESIGNED BY + + + + + + + + -`, + + `WRIGHT COUNTY RO.W.:50' OTHERS 12 PROP BED BUILDING: 000 TON STORAGE SILO - DESIGNED BY 5 2g � + + + + + + + + + + + + u? � OTHERS � + + + + + + + + + + +� 7 13. SILO FEEDER -DESIGNED BY OTHERS' 6 + + + + + + + + + + + u� 14. ADA STALL WITH SIGN ON BOLLARD -SEE DETAIL r+ + + + + + + + + + + z z 15. ADA AISLE• SEE DETAIL STORMWATER DETENTION POND 2 "'y + + + + + + + + + + 'o a m I 16 UNDERGROUND SEPTIC TANK AND PUMP - DESIGNED BY NWL=964.00 OTHERS HWL=966.9D \ + + + + + + + + + + m 17. SEPTIC DWIINFIELD-DESIGNED BY OTHERS + + + + + + + + + ( STORMWATER DETENTION POND 3 18. S WIDE CURB CUT WITH RIPRAP r} + + + + + + + + NWL=964.00 I 19. MONUMENT SIGN (10'X8') -DESIGNED BY OTHERS + + + + + + + + + HWL=967.00 I 2D. GATE WITH KEYPAD 21. FENCE GATE + + + + + + + + ( 22. DOOR LOCATIONS! STRUCTURAL STOOP WITH LANDING -SEE � G + + + + + + + + ARCHITECTURAL/ STRUCTURAL PLANS (TYP.) + + -}- + + -{- + +23. 20'WETLANDVEGATATION BUFFER ' + + + + + + + + -M�t 24. 40' WETLAND STRUCTURE SETBACK �+ + + + + + + + 25. LIGHT POLE -DESIGNED BY OTHERS 26. PROPOSED DRAINAGE AND UTILITY EASEMENT (TYP.) +o yfi'Y + + + + + + + + -k +/% + + + + + + + + + I o +5�' ' + + + + + + + + I I H R B CERTIFY IST + W3 �J + + + + + + + THEREBY O REPORTS 3- I PRSPECIFICATION.PAREDBYME REPORTW / ��pp+�� � + + + + + w DDIRECTSUPERVULY PORLTIDER �S + +r3' l+ag+ + + + 3 STA TEOFMIMEI9pNAPO A DLit LICENSED PROFE / + + + \+ + + +I EiJC�I�EERUN7<RM THE \7\, Spot) + + + + \+4 + + UI -r�-1-WET + + + + + + + + + F -I- , .z r• + + + + + - + + I I PROJECT NO, 3366-0001 - WARNING: OWN BY: CHKD BY: APPD BY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL MDH PWS DML COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE ANDIOR RELOCATION OF LINES. ISSUE DATE: 05/2612020 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR ISSUE NO.: 1 THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED SHEET TITLE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING SITE PLAN (SOUTH) CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG GOPHER STATE ONE CALL BHEEr No.: TWIN CITY AREA: 651.454-0002 0 L�i TOLL FREE 1_800-252-1166 a / 8 5 _ US a 7 �— -- 100 50 0 / --- ------ -_------------ ----- a -------- -------- --- -- E N C 21 GRAPHIC SCALE IN FEET 19 a LEGEND / ' 4 m "S d' d d 7500 OLSON MEMORIAL HWY / v ° 4 B N d4URE _ d° a 4 a . 4 w ,V ,I, PROPERTY BOUNDARY GOLDEN VALLEY, MN 55027 / /\ _ y+ w - . d a a PHONE 763-252-6800 a W .4 .. W W W LOT LINE FAX: 952-831-1268 WWW.WENCK.COM 18' --------- EASEMENT UNE SETBACK UNE RIGHT OF WAY UNE 18 N '. / W W w W • W W °' 4 .o W �" CURBANDGUTTER cuEIJT PROPOSED STORAGE — ROAD CENTERLINE DRAINAGE w W W W 20,000 GSF SWALE 11 FFE: 969.0D R,� q W ® BITUMINOUS PAVEMENT / "W O�p43, 24.5' / Bpj y/�, d • 4: CONCRETE PAVEMENT 18 PROPOSED BUILDING m PERMANENT STABILIZATION DEVELOPMENT 1,100 GSF •0 FENCE dO RnlhuiM ld t 4 FFE'96750 W . O PROPOSED PARKING COUNT d EXISTING SOIL BORING PROPOSED LIGHT POLE 22 • LS PROPOSED LIGHT / / b 28w . 4 a d .4 ° .: d .. 16 14 v 13 w w 25 d . c 4 d 15 _ ,y d. Q \ a d W W W w W \L' NOTES U o \\ d 4 / / 1. SEE SHEET G-002FOR ADDITIONAL PROJECT NOTES. W U` Z + / 1 23 a d O4 d d8 W w W v w Ww //� v) + + +/ 1 W 24 w W W 12 W w w W W vi' KEYNOTES p LL z / W ++ 1w X16 d 1. MATCH EXISTING LL O O W w w W/ / 2 CONCRETE PAVEMENT (TYP.)- SEE DETAIL O H U + 1 / /' 3. PAINT STRIPE (NP.) U = / }U+ + 17 W w W w V, W W w �// 4. STOP SIGN f 1 U 5. BUILDING SETBACK LINE �J / �+ + + + 1 W W / 9 \V, W W W w / // 6. PARKING SETBACK LINE U / 7 O / W \ + + W w w / -w /", - w Jv w W/ / / a, �J 7. PROPERTY UNE � Il B. CONCRETE CURB AND GUTTER 86.18 -SEE DETAIL 4, y///Yp �BG 9. RAIL SPUR- DESIGNED BY OTHERS F / + ! +' 6 10. RAIL STORAGE YARD: 100 CARS- DESIGNED BY OTHERS t y7J 11. PROPOSED BUILDING: 3,000 TON STORAGE SILO -DESIGNED BY a / / ` -t�, y 1 / / v' - 11 •/ F� NR OTHERS a 12 PROPOSED BUILDING:4,OOD TON STORAGE SILO -DESIGNED BY / W �L\ W� v W / W / - • /// .s a OTHERS13. W z / \ I I / / / i // 14. ASTALL FEEDER - WITH SIGN ON BOLLARD R SEE DETAIL 15. ADA AISLE - SEE DETAIL 16. SEPTIC TANK AND PUMP- DESIGNED BY OTHERS // I • // t ' 1T. SEPTIC DESIGNED BY OTHERS w STORMWATER DETENTION POND I 18. 3WIDE CURBCUTWITH RIPRAP / / •Y// 1 / // NWL=961.00 19. MONUMENT SIGN (10'X B')- DESIGNED BY OTHERS wM W W/;�`/ I 1 / •,1, HWL=963.10 2(L GATE WITH KEYPAD 21. FENCE GATE / \ .'/i/ T i 22 DOOR LOCATIONSI STRUCTURAL STOOP WITH LANDING - SEE 1\ ,y, /1 �WET 1--�fi + ARCHffECTURAU STRUCTURAL PLANS (TYPJ .. + \ // / T ,WET -'r�� T+�—++'i 23. 20' WEIAND VEGATATION BUFFER F / / T- '+�- µELT — WET f 24. 40' WETLAND STRUCTURE SETBACK a / + r ; \ VVVVVV/ / �-� *E 1— WET w3 + 25. DGTH POLE -DESIGNED BY OTHERS (NP.) o + `I(, \/ 26 WET•_= 1c 26. PROPOSED DRAINAGE AND UTILITY EASEMENT(TYP.) a / 9 + 4 + I , �+ ��WEI 24 W J3M 13M T + + +13ri + o \+ 1 + + + + + + + + + + + + + 23 + + + + + + + + + + + + + +1+ 2 / j+ ,/ + + + + + + + + + + + + + + CERTIRCAnON IFEREBY CERTIFY TWIT 7HI6 FA IO "✓ W W `!•' w 1 / -� SPECIFICATION. OR REPORTW / %/ DIR�ECTRSOLPEAVI6KOJ MO �A (�jdl- + + + + + + + + + + + + + + ,, DULY LICENSED PROFEs F + + + + + + + + + + + + '+ 1 ENGnEERUwERTT44 TM STALE OF MINE60 + + + + +//r 311 + + + + + T' �\v\'_I Cf � y -+ + y{v° 1 --4__v40am +� + + - UC .: µE7 -F / S PROJECT NO.: 3366-0001 WARNING: OWN BY: CHK'DBY: APPD BY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL MDH PWS DML COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF UNES. ISSUE DATE 05126/2020 _O C NT 0 CTOR SHALL CONTACT GOPHER ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR ISSUE NO.: 1 THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER SHEET TITLE: SITE PLAN (NORTH) / OR 1- ��r CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEETNO.: + + TWIN TOLL FREE 1 MG -25z-1166 °02 C-1 03 0 0 � © !I/i/i, c"r,- %�©.� �� ��� �'�/ ••�'•1�7�'�` ISI [,y�v� /�//� ': •• � JJ , � � 111 i..51 %�/// i �• � � �• Lam, EX/S77NG 6UILDING mo.6e «; 0 -----_------.... c•aa„a 1®_ GCC OF AMERIU^W/NJ�I( MAY 2020 Spedal Waters Map Figure 3 EROSION AND SEDIMENT CONTROL z.000 .aoo o zaao I � � GCC OF AMERIU^_ Sim _11. Nap �yyNCK MAY 2020 Flgure t 0 -----_------.... c•aa„a 1®_ GCC OF AMERIU^W/NJ�I( MAY 2020 Spedal Waters Map Figure 3 EROSION AND SEDIMENT CONTROL GROUND AND THE CONTAINMENT MUST BE DESIGNED TO PROHIBIT RUNOFF FROM THE PROJECT INFORMATION WASHOUT OPERATIONS/AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA RULES. A SIGN MUST BE INSTALLED -�- PRIOR TO ANY SITE DISTURBANCE, AND AS REQUIRED AS CONSTRUCTION PROGRESSES, ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE PROJECT NAME: GCC OF AMERICA ANY PERMIT REQUIRED EROSION PREVENTION MEASURES AND THE SEDIMENT CONTROL DEVICES (INLET PROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION THE PROPER FACILITIES FOR CONCRETE WASHOUT AND DISPOSAL OF WASHOUT PROJECT LOCATION: ADJACENT TO 6699-6501 JANSEN AVE NE, OTSEGO, MN 55301 CONTROL BLANKET) SHOWN ON THE CONSTRUCTION DRAWINGS WILL BE INSTALLED AT WASTES. CONTRACTOR SHALL REVISE SWPPP TO INDICATE WASHOUT LOCATION ONCE E N C PROJECT TYPE: NEW BUILDING CONSTRUCTION, DRIVEWAY, UTILITIES, RAIL SPUR, RAIL STORAGE YARD, STORMWATER, AND APPURTENANCES THE SITE. THE LOCATION HAS BEEN DETERMINED. TOTAL AREA DISTURBED ±13 5 ACRES. BY CONSTRUCTION: APPROXIMATELY81ACR ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE STABILIZED 5 D LANDSCAPE MATERIALS MUST BE UNDER COVER TO PREVENT THE FERTILIZER AN THE TOTAL SITE AREA IS APPROXIMATELY ±1 8.81 ACRES. I WITHIN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS DISCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS ESTIMATED CONSTRUCTION DATES: SUMMER 2020 -FALL 2021 TEMPORARILY (WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 7500 OLSON MEMORIAL HwY SUITE 3DO CUMULATIVE IMPERVIOUS SURFACEIPERMANENT STORMWATER MANAGEMENT REQUIREMENTS: PERMANENTLY CEASED. STABILIZATION WILL BE INITIATED IMMEDIATELY. EXPOSED SOIL GOLDEN VALLEY, MN 55427 THERE IS CURRENTLY APPROXIMATELY ±0.00 ACRES OF EXISTING IMPERVIOUS SURFACE IN THE PROJECTAREA. THE AREAS MUST HAVE TEMPORARY EROSION PROTECTION (SLASH MULCH, EROSION PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE PHONE 763-252-8800 PROPOSED AREA OF IMPERVIOUS IS APPROXIMATELY ±6.22 ACRES RESULTING IN A ±6.22 ACRE NET INCREASE IN CONTROL BLANKET, SEED) OR PERMANENT COVER YEAR ROUND. TIPPED OR KNOCKED OVER -SANITARY WASTE MUST BE DISPOSED OF PROPERLY. FAX 952-831.1268 IMPERVIOUS SURFACE. CONTRACTOR SHALL IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE GENERAL NOTES NMlW.WENCKCOM THE ONSITE STORMWATER MANAGEMENT WILL BE PROVIDED BY THREE NEW WET PONDS. THE PONDS ROUTE TO BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES NG IS NOT ANTICIPATED TO BE REQUIRED DURING TRENCHING FOR UTILITY DEWATERING S EXISTING WETLANDS ALONG THE WESTERN EDGE OF THE SITE. THIS WETLAND DISCHARGES OFF SITE TO THE NORTH, THAT MINIMIZE EROSION WHEN PRACTICAL. THE NORMAL WETTED PERIMETER OF ANY CONSTRUCTION. IN THE EVENT THAT DEWATERING NECESSARY CONTRACTOR SHALL UNDERNEATH THE BNSF RAIL CORRIDOR. TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM A COMPLY WITH PERMIT SECTION 10.1. REQUIREMENTSS FOR DEWATERING. CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE SITE (OWNER): GCC OF MN 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 THIS SWPPP SHALL BE AMENDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CLIENT: CONTACT: KARL SULLVAN CONNECTING TO A SURFACE WATER. PIPE OUTLETS MUST BE PROVIDED WITH PERMIT AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS TO CORRECT CONTACT PHONE: 6053105433 TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS PER SECTION 6.1 OF THE PERMIT. CONTACT EMAIL: KSULUVAN@GCC.COM TO A SURFACE WATER. PARTY RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP (CONTRACTOR): THE PROJECT WILL DISTURB 5 OR MORE ACRES THAT PROMOTE DRAINAGE TO A o 0 0 CONTRACTOR SHALL PROVIDE A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON THE SITE FOR INCORPORATION SWPPP IMPLEMENTATION, PHASING, AND SEQUENCE OF CONSTRUCTION COMMON LOCATION. THEREFORE A TEMPORARY SEDIMENT BASINS WILL BE REQUIRED. INTO THIS SWPPP DOCUMENT TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE SEE SHEET C-201 EROSION CONTROL PLAN FOR TEMPORARY SEDIMENT BASIN DESIGN DEVEI.OPIND l r CONSTRUCTION PROJECT IS COMPLETE (THROUGH FINAL STABIUZATION AND NOT SUBMITTAL). CONTRACTOR SHALL BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: REQUIREMNTS. dvA ALSO PROVIDE DOCUMENTATION OF PERSONNEL TRAINING IN ACCORDANCE WITH THE PERMIT FOR INCORPORATION 1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT, AND I nwm „tea°v INTO THIS SWPPP DOCUMENT AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. INSTALL SILT FENCE. 2. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND INLETS. FINAL STABILIZATION CONTRACTOR IS RESPONSIBLE FOR KEEPING A FINAL SWPPP DOCUMENT, CONTAINING THE INFORMATION REQUIRED ABOVE, AT THE CONSTRUCTION SITE FOR THE DURATION OF THE PROJECT. 3. PREPARE TEMPORARY STORAGE, PARKING, AND PHASING AREAS. ALL PERVIOUS AREAS DISTURBED BY CONSTRUCTION AS DESIGNATED WILL RECEIVE VEGETATIVE COVER ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE 4, CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE TRAPSIBASINS. SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 7090 OVER THE RESTORED 5. PERFORM CLEARING AND GRUBBING OF THE SITE, IF APPLICABLE. PERVIOUS AREAS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT SWPPP DOCUMENTS 6. PERFORM MASS GRADING, ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL PATTERNS. 7. BEGIN EXCAVATION OF PERMANENT STORMWATER BASIN AREAS. SEE SEQUENCING STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND THE SWPPP IS COMPOSED OF, BUT NOT LIMITED TO, THE BELOW PROJECT DOCUMENTS. THESE DOCUMENTSSHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. SWPPP SHALL BELOW FOR ADDITIONAL INFORMATION. TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. NOTICE OF TERMINATION (NOT) MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION. BE AMENDED BY INDIVIDUALS DESCRIBED IN SECTIONS 21.2A, 2123 OR ANOTHER QUALIFIED INDIVIDUAL. 8. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW 9. TEMPORARILY SEED WITH PURE LIVE SEED THROUGHOUT CONSTRUCTION. Q U THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE AS REQUIRED BY F— U NPDES PERMIT. U) • GCC OF AMERICA CIVIL CONSTRUCTION DRAWINGS BY WENCK ASSOCIATES DATED MAY 2020 W W0 RECORD RETENTION -THE SWPPP, ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ONSITE DURING CONSTRUCTION; THE CONSTRUCTION DRAWINGS ARE INCORPORATED HEREIN BY SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE Z LU _ 2i WITH THE SWPPP RECORDS. THE OWNER WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. THE REFERENCE, AND A COPY OF THE PLAN SET SHOULD BE KEPT ONSITE AFTER FOLLOWING MEASURES WILL BE TAKEN AS SEDIMENT CONTROL PRACTICES IN ORDER~O > MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS TO MINIMIZE SEDIMENTS FROM ENTERING SURFACE WATERS: H SUBMITTAL OF THE NOTICE OF TERMINATION: LL Z 1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT; 1. INSTALLATION OF SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT IMPAIRED WATERS, SPECIAL WATERS, AND WETLANDS LL p 0 2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION; AGREEMENTS THAT HAVE BEEN IMPLEMENTED, PERIMETERS PRIOR TO LAND DISTURBING ACTIVITIES. } O 3. ALL PERMANENT OPERATIONS AND MAINTENANCE REGARDING 2. SILT FENCING, BIOLOGS, OR OTHER SEDIMENT CONTROL SURROUNDING THIS PROJECT IS NOT LOCATED WITHIN ONE MILE OF AN IMPAIRED OR SPECIAL O F— U INCLUDING ALL RIGHT OF WAY, CONTRACT, COVENANTS AND OTHER BINDING REQUIREMENTS TEMPORARY SOIL STOCKPILES. WATER. DISCHARGE TO AN IMPAIRED WATER REQUIRES IMPLEMENTATION OF PERPETUAL MAINTENANCE; AND CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT. 3. VEHICLE TRACKING BMP AT CONSTRUCTION SITE ENTRANCE(EXIT. STREET SECTION 23.1 OF APPENDIX A OF THE PERMIT AS INCORPORATED INTO THIS SVVPPP ALL REQUIRED SWEEPING SHALL BE PERFORMED IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE DOCUMENT. V TO PREVENT SEDIMENT TRACKING. TRACKED SEDIMENT MUST BE REMOVED FROM U ALL PAVED SURFACES BOTH ON AND OFFSITE WITHIN 24 HOURS OF DISCOVERY PER v THE PERMIT. SITE SOILS -SITE SOILS ARE SHOWN ON THIS SHEET. THIS PROJECT IS LOCATED IN ar 1'1 INSPECTIONS AN AREA THAT HAS A POTENTIAL FOR SURFACE KARST FEATURES. NO EVIDENCE (J THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF POLLUTION CONTROL OF KARST TERRAIN WAS DISCOVERED DURING THE GEOTECHNICAL EXPLORATION. THE INSPECTION LOG WILL BE COMPLETED BY THE CONTRACTOR FOR THE CONSTRUCTION SITE. DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: IN THE EVENT THAT KARST FEATURES ARE DISCOVERED DURING CONSTRUCTION, ADDITIONAL REVIEW, EXPLORATION, AND DESIGN MAY BE NECESSARY. F w INSPECTOR(S): TBD -TRAINING DOCUMENTATION (PER SECTION 212 OF THE PERMIT) WILL BE INCORPORATED -IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 THE HEIGHT OF o INTO THIS SWPPP AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. THE CONTRACTOR WILL MAKE CORRECTIONS OR REPAIRS REQUIRED TO COMPLY WITH THE PERMIT. THE FENCE, REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. ESTIMATED BMP QUANTITIES AND g -IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 INSTALLATION SCHEDULE SITE WILL BE COMPLETED IN ACCORDANCE WITH THE PERMIT AS FOLLOWS: INSPECTIONS AT THE SITE CAPACITY, OR HAVE STANDING WATER AROUND THEM, REMOVE THE SEDIMENT AND ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND, N0.AND, CLEAN OR REPLACE THE FILTER WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. CLEAN THE ADJACENT TABLE INDICATES THE ESTIMATED WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN IN 24 HOURS. -IF THE GRAVEL CONSTRUCTION ENTRANCE(S) ARE FILLED WITH SEDIMENT EITHER MATERIAL QUANTITIES NECESSARY TO IMPLEMENT THE 1. THE INDIVIDUAL PERFORMING INSPECTIONS MUST BE TRAINED AS REQUIRED BY SECTION 21.2 OF THE REPLACE THE ENTRANCE OR ADD ADDITIONAL GRAVEL WITH 24 HOURS OF DETECTION TEMPORARY AND PERMANENT EROSION PREVENTION AND PERMIT. TRAINING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR FOR INCORPORATION INTO OR NOTIFICATION. SEDIMENT CONTROL BMPS IDENTIFIED IN THIS SWPPP AND THE SWPPP. INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION AND SEDIMENT -IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS OR OTHER ON THE CONSTRUCTION DRAWINGS. TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS, AND INFILTRATION AREAS. CORRECTIVE ACTIONS MUST BE IDENTIFIED AND DATE OF CORRECTION MUST BE NOTED AS IDENTIFIED IN SECTION 11.11. OF THE PERMIT. ANY OFFSITE DISCHARGE PROPERTIES, THE INSPECTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION CONTROL BMPS WILL BE INSTALLED/CONSTRUCTED WHEN MUST BE DOCUMENTED AS IDENTIFIED IN SECTION 11.11.F OF THE PERMIT. ANY AMENDMENTS TO THE OF THE SEDIMENT AND INSTRUCT TO IMPLEMENT ADDITIONAL EROSION AND SEDIMENT NECESSARY AS CONSTRUCTION ACTIVITIES PROGRESS SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED WITHIN SEVEN (7) CALENDAR CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES. AND IN ACCORDANCE WITH THE NPDES PERMIT DAYS. AN INSPECTION LOG IS ALSO ATTACHED; THE INSPECTION LOG AND SWPPP MUST BE KEPT ONSITE -IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, REQUIREMENTS. FOR THE DURATION OF THE CONSTRUCTION PROJECT. DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, CORRECT SUCH DEFECTS MAINTAIN AND REPLACE REFS DURING THE EXECUTION OF ATA MINIMUM, THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. THE PROJECT AS REQUIRED TO CONTINUE SWPPP F -IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION COVERAGE IN CONSTRUCTION. -RECORD DATE AND TIME OF INSPECTION. OUTFALLS, THE INSPECTOR SHALL DETERMINE THE SOURCE AND DISCHARGE a w -RECORD RAINFALL RECORDS SINCE THE MOST RECENT INSPECTION. LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HAS OCCURRED ON THE -INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION. PROPERTY, REMOVE THE SEDIMENTS AND DEBRIS WITHIN 24 HOURS OF NOTIFICATION ESTIMATED BMP QUANTITIES -INSPECT THE SITE FOR DEBRIS, TRASH, AND SPILLS. AND CORRECTTHE SOURCE OF SUCH MATERIALS AS DIRECTED BY THE INSPECTORR INLET PROTECTION: ±1D EACH -INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES. TURF ESTABLISHMENT: ±10.35 AC o -INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PUBLIC STREETS. -RECORD RECOMMENDED REPAIRS AND MODIFICATIONS TO EROSION AND SEDIMENT CONTROLS. POLLUTION PREVENTION MEASURES EROSION CONTROL BLANKET: ±24,615 SY -RECOMMEND ANY NECESSARY CHANGES TO THIS SWPPP. SILT FENCE: ±7,370 LF CERTIFICATION: -RECORD REPAIRS AND MODIFICATIONS IMPLEMENTED SINCE PREVIOUS INSPECTIONS. SOLID WASTE CONSTRUCTION ENTRANCE: ±1 EACH -INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, UTTER, AND CONSTRUCTION SOLID WASTE, INCLUDING BUT NOT LIMITED TO, COLLECTED ASPHALT AND CONCRETE I HEREBY CERTIFY THAT THIS PIMJ,O DEBRIS. MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION PIAN SUPERCEDE UST QUANTITIES IN ANY RRT \♦ PREPARE BYNoRR UNDER LEON DEBRIS AND OTHER WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH EPANTITIE6 DISCREPANCY DIRECT SUPE DIRECT A AND THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE MPCA DISPOSAL REQUIREMENTS. DULYLIC PROFS PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE ENGINEERUNDER THE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, HAZARDOUS MATERIALS STATEOF MINES MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G. PAVING, SEWER INSTALLATION, ETC), CLEARING, HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND GRUBBING, GRADING, OR TEMPORARY AND PERMANENT STABILIZATION. ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED INCLUDING SECONDARY CONTAINMENTS, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED THE CONTRACTOR MAY UPDATE OR MODIFY THE SWPPP WITHOUT ENGINEER APPROVAL IN AN EMERGENCY ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE CERTIFICATION LICFIQSWE N .: SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY. THE CONTRACTOR IS AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA �• ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM REGULATIONS. IN ACCORDANCE WITH SECTION 520 OF THE GENERAL PERMIT AUTHORIZATION PROJECTNO: 3366-0001 WATER QUALITY. TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY CONSTRUCTION EQUIPMENTNEHICLES UNDER THE NPDES, THE PREPARER OF THIS DOCUMENT WAS TRAINED UNDER OWN BY: CHKI) BY: APPU BY: EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE THE UNIVERSITY OF MINNESOTA EROSION AND SEDIMENT CONTROL LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE CERTIFICATION PROGRAM (JOHN CHAPMAN). PATRICK SVEUM'S CERTIFICATION MDH PWS DML PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. REASONABLE IN DESIGN OF SWPPP IS VAUD THROUGH MAY 31, 2022. ISSUE DATE 0512612020 STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS SHALL BE ISSUE NO.: 1 TAKEN. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS; CONDUCT FUELING IN A CONTAINED AREA UNLESS SHEETTRLE INFEASIBLE. 1 Veu VVN SWPPP CONCRETE WASHOUT AREA a f fI CONCRETE WASHOUT WILL BE PERMITTED ONSITE; CONTRACTOR SHALL FOLLOW ALL PERMIT REQUIREMENTS FOR CONCRETE WASHOUT. THE CONTRACTOR SHALL PROVIDE SHEET NO.: EFFECTIVE CONTAINMENT FOR ALL UQUID AND SOLID WASTES GENERATED BY SOUD WASHOUT WASTES MUST NOT CONTACT THE WASHOUT OPERATIONS. LIQUID AND C-202 IXLS7/NG 6UILDING yg-h se„ 970 \ = x _.x 9,25 x — x max— -x� -x\ 910x'--' I sio J / \ I i II I / ssir— " Lar �= 969- Aa _ II 1.0%�� 0i mss z.0x- ses°�� 1sre� , I N 970 ,�c d,6 969 I; .l� m/.; /\ x N 3a SCZ' �1�. � N 969 965 �1 '7't�A`965 dGg v_g55 /. :979656Y ,c�� + dP 996967 �� 2�a0 - 960 $ +11 +++� +1 + + + + 1a_ O1 4 + + + MRBSB.+9 ^p 55-- V \ -$ I ` _-965(7\+ +'+9v6w3 11 ,, m°, + + + °� + + + + 18' CMP p 955 g65 _9 ` o g6a h -- 969 X969/ J ` I+ +++ ++I++�++'*+++++�+++ 965_' ++++,rj++++++ ILII INvssa.B6 1 + + + + + �e��-� + y + + + + / / `�` 964 • X 9661 �� g10 1 a I , I +�+ +�+ + �-- 9s5" gS� ` �� I`I �g,`8'v`Pr��.++ + ++�- + + / DO NOT DISTURB DRAINFIELD AREAS $ �3_y \ I �,� �Bo\y+T+`+++��+I++++++Y ++/ + + + + + -'-962-�5ti++i'++++++++ y / •� bi + + + + + + + A + +++ + +\+ 6 \ 1 t>+±+-�+ WE `++ +++++ ++ I I I J ' ILII / ( i + + + + + + + + + +++++ + + + ++++++++++ mss' B,.z• Ixwa6_L coM coMt> H / + + + + + +\+ + + + + + "Y1 WET (� W + + +-+++++++..J . ! + + v14 ++++ `/ _ \ \ i� / — — / / /r / / \ — J 4 517.0 -------( I III ++; T l I -- � I �J .ILII gof o,1A -965__ �—�—ssz- -961ENID L� KEt + : fir+ + + + + + + + + T+�`1- \ ` . \\_-- �-- — \ / ✓ . 1 / I _ ✓ t t o�Zioa�zoo GRAPHIC SCALE IN FEET LEGEND NOTES 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. e^e IENC 7500 OLSON MEMORIAL HWY SUITE 3D0 GOLDEN VALLEY, MN 55827 PHONE 763452.6800 FAX 952.831-1266 WVW..WENCK.COM CUENT. DEVELOPMENT �vFB I build 1 U F- 0 LLI LLJ Lu ° Z G (n LL Z LL U D O �U U H U fUn V F a CERTCA.1<�J I HEREBY CERTIFY THAT TMS PROPERTY BOUNDARY LOT UNE --------- EASEMENT UNE — SETBACK UNE - - RIGHT OF WAY UNE — - - SECTION LINE - - QUARTER UNE --------- EXISTING EASEMENT LINE — — — — EXISTING PROPERTY UNE --- — 901 — — EXISTING MINOR CONTOUR — -- 900 — — EXISTING MAJOR CONTOUR 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR NOTES 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES. e^e IENC 7500 OLSON MEMORIAL HWY SUITE 3D0 GOLDEN VALLEY, MN 55827 PHONE 763452.6800 FAX 952.831-1266 WVW..WENCK.COM CUENT. DEVELOPMENT �vFB I build 1 U F- 0 LLI LLJ Lu ° Z G (n LL Z LL U D O �U U H U fUn V F a CERTCA.1<�J I HEREBY CERTIFY THAT TMS NO.:— PROJECT NO.: 3366-0001 WARNING: OWN BY: CHKD BY: APPD BY: MDH PWS DNIL THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ISSUE DATE: 05/2612020 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454,1402 AT LEAST 46 HOURS IN ADVANCE FOR ISSUE NO.: 1 THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING EDAP.LL GRADING CONSTRUCTION AT NO COST TO THE OWNER, PLAN CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEETNO.: TWIN CITY AREA: 651-454-0002 C-301 TOLL FREE 1-S0D-252-1166 ' J<v ENCK IX/577NG BUILDING I TWD OLSSU�� IAL HWY 0 50 1 GOLDEN27 PHONE 763-252-6800 fE I GRAPHIC SCALE IN FEET t / ` FAX WENCI-1268 ao =' g d v oR s LEGEND WNPY.WENCKCOM i / I \ _x— � X x "x� �x� PROPERTY BOUNDARY LOT LINE III I -- EASEMEN CLIENT -__---_ TLINE _964 SETBACK LINE ---- / - -� --- _ --- 965 1 K t" _ \, - RIGHT OF WAY LINE 0 o o O —96i 0.9% 2.09, tit — 1.6% SECTION LINE DEVELOPMENT QUARTER LINE °�xniw�laidn� x -� r� \ •€i 1 I a 970 - - - - - EXISTING EASEMENT LINE EXISTING PROPERTY LINE / ,25%E4 H7H�� I ^ "�, I — — 901 — — EXIBTING MINOR CONTOUR 9� — — m w {{ I isv=sas.sz — 900 — EXISTING MAJOR CONTOUR 969 ( IIIII INWae5.55 901 PROPOSED MINOR CONTOUR I-2 ' CMP 900 PROPOSED MAJOR CONTOUR U O 3.896 ' Lu �+ �ol IIIA I Lu CD Z_ 965 'h. + ( III LLI WET T_ seo l a:1 F I + + ~w;i + + /+ + +T + / + T + 7 96o a +/ + + + + I� �+ + + + �I IIIIII z 7+I It + +� + + + + + + /+" V IIIo+ + + + + +l+ 9 + +-+ / + + ° fm I+ +\� + + + + + ir+96Q,i,+/ + + + + + + + I +i + + + III I p U = ,gym + `+ + -� + + + o II I + + + + + + + / + + 964 + + + " + + + II U + + 1,9H lid + + + + + + + + + /+- + + p sas ` 959 , + + + + + + + + +'ro ✓ + + + I / — . 1 III I —J � X I (� + + + + �_+ �+ + /+ + / �� \ + { I �+ +\ + +_+— +T+ + + \+ \+ + + + /+ /— + + + + + + �+ + + �+\+ + + + + + +' I I I I 1 ( (IIIIII ++++++++{+++++ �\ + + ++ +{ + + ++++1�++ I I it 1 f / 117�III�II11 /1� \/� I +`+{ ----J + + +\ } + +� IIIII I k + + + I ++ + + Art A +++ +++�+ /++++ / ` �\ ��/ �, IIIII ( I o U + + + + + + +� /+ + + i — — —' alll�llll I I NOTES o +\ + ti 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES CERTIFICATION: + \+ _+' ( ' i III 2 SEE SHEET C-201 FOR CONSTRUCTION LIMITS SZFB�ni�r TFO t�Ee THIS w � \\-I- \ + + I Ii + _+ + J I \ / r - IIIII I 3. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON� DIRECT DPERVIS RUNDER \ / + + + --ie + �+ / 1 \ I / U IIIII I IRESPONSBLEDFOR VERIFYPOINT TO ING CONNECTION POINTS INT SURVEY DATA. CONTRACTOR Er�m€ERuwERR7OFE / INSTALLATION OF IMPROVEMENTS AND FOR MAKING STATE OF MBaESO +'-\ + I I THE NECESSARY ADJUSTMENTS IN THE FIELD FOR G / ,+I + CONSTRUCTIBILITY AND TO ENSURE SMOOTH TRANSITIONS FOR y` I I I I // I IIIIII 1 1 1 1 REWORK OF AN UNCOMMUNICATED DISCREPANCY. LCNO_ PROJECT NO.: 3366-0001 WARNING: OWN BY: CHK'D BY: APPU BY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL MDH PWS DML COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE ANWOR RELOCATION OF LINES. ISSUE DATE 05126020 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-0540002 AT LEAST 48 HOURS IN ADVANCE FOR ISSUE NO.: 1 THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED SHEETTITLE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING GRADING PLAN CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG (SOUTH) GOPHER STATE ONE CALL SHEET No.: TWIN CITY AREA: 6514540002 _ O �i L TOLL FREE 1-000-252-1166 o / VJVV / '----------- — >—=---------� --�---------m—�-- VAV ENC rn 'A� ' I / 7WO OLSON MEMORIAL HWY \ j\� 963 O'\ I `-s� , \ 0 100 200 GRAPHIC SCALE IN FEET / \ \ \ ✓ I ' , \ / LEGEND GOLDENVALLEY,MN 55427 PHONE 763252-6800 FAX 952-831.1268 WWW.WENCKGOM \�/ \ PROPERTY BOUNDARY a / PROPOS14D STORAGE \ LOT UNE D \ AGI \ / WA \ - J FFE--------- EASEMENT UNE / cUENT: 965.- z SETBACK UNE RIGHT OF WAY UNE PP.OPOS UIIDIDi6� SECTION UNE l Tom% - - 'g696b / � 1,1 _ \ QUARTER LINE / UNE DEVELOPMENT 1Cm 6uiXlldod°P / ) 967 --------- EXISTING EASEMENT / \ L - - - EXISTING PROPERTY UNE 901 - - EXISTING MINOR CONTOUR / ..965 965 g TO - - - 900 - - EXISTING MAJOR CONTOUR V I \ /�� - 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR \ 965 I I / I n w DO NOT DISTURB DRAINFIELD AREAS \� }�(_—g63.• _ �/ \ v ` / NOTES oz W w X962_\ I. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES / / /// 2. SEE SHEET C-201 FOR CONSTRUCTION LIMITS 1-- � U LL. z \ �n/ /// 3. EXISTING SPOT ELEVATIONS AT MATCH POINTSARE BASED ON 11 LL U INTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO U O U F - -I- -I- ( INSTALLATION OF IMPROVEMENTS AND FOR MAKING INSTALLATION (, U / \\ ( + ` /' / NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUC7IBIUN AND TO ENSURE SMOOTH TRANSITIONS FOR v U + / REWORK OF AN UNCOMMUNICATED DISCREPANCY. f n / + + + J R •�j ` + + + + + /+ -3H + +\ + + + + + I + + +/ \\ \ CERTIFICATION: 4 + + \+ + + + ++ I ti 1 + + + + + + l"I' + t/yiP I THAT THE/ I I-EREBY CERTIFY O Z FKA7KNT OR REPORT W PREPARED BY NE OR MER + +� + + + S' 1 1� \ + + \ + 'I7 t T/ , / / DU.Y LICENSED PROFE� 0. ENGSEERUPDER TIE STATEOF MIMESO NO.: DA�E PROJECT NO.: 3360-0001 WARNING. OWN BY: CHWD BY I APPDBY: MDH PWS DML THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE ANWOR RELOCATION OF LINES. ISSUE DATE: 05/26/2020 ISSUE NO.: 1 THE CONTRACTOR SHALL CONTACTGOPHER STATE ONE CALLAT65IA544002AT LEAST48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED SHEET TITLE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER GRADING PLAN (NORTH) CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651454-0002 TOLL FREE 1-000-252-1166 C-303 / PROPOSED r ,.-------------------------- — -- —j DOMESTICWELL '�i\ DESIGNED BY OTHERS _ 11 9g1 y8 VERIFY LOCAWN X965 4'DIPWM CONNECTION- AND `` " VERIFY LOCATION AND ELEVATION / / SAN BLDG CONNECTION / 4'INVOUT-96250 g VERIFY LOCATION P / AND ELEVATION 23B LF OF 4- PVC @ -2OD96 /PROVIDE 6'INSULATION OVER LENGTH OF PIPE 78' CMP7 -0 wv-ess.0 / 0 ►, 0 EXISTING BUILD/NG 970.69 ULs + a oR U Fo q �$i> ttmii a �o El X -x Jx . X X -,X_ �X� /Xv 40 LF OF 4'PVC 2.OD% SIDE fi'INSUTATION OVER L�p1B1ll OF PIPE1++ + + +++++ I+ + + ++ I of ++++ +++++++++1+++ I *� ++ +'I -j-++ +++ ++ / \ 1+ /, �+ + + 1\ t'. + t , /+ + + + + __ �' __L_ _ Ixv�artis + + + + + + + + + + +/ + - I .+F+++yam Q1ET✓ / / ���i-- �� �� 577.0 I \ 1 " � � � � \ � /Iii // / i//^ \ \ .� ✓ � I I L, :+: r -YET+ —++ +moi ++�+�1 ice+rn\rY�l .•fel 0 100 200 GRAPHIC SCALE IN FEET LEGEND WARNING PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE — SET13ACK LINE — — — RIGHT OF WAY LINE — — 901 — Q6 D + + ~'! + + +� + + t T + + J1 960 + f + + �+ + + + + j / 0 G965 }f F. ++++++ + + + + + + + + + + + + + + + + 901 + + + + + + + + + + 967 V / PROPOSED MAJOR CONTOUR 96, 960 + + + + + + + + + + .o- � + + + + + + + + FLARED END SECTION � + + + + + + / CLEANOUT • `, 965 + + + + + + + + + +++ + 985 + + + +++++ + + + + I+ 40 LF OF 4'PVC 2.OD% SIDE fi'INSUTATION OVER L�p1B1ll OF PIPE1++ + + +++++ I+ + + ++ I of ++++ +++++++++1+++ I *� ++ +'I -j-++ +++ ++ / \ 1+ /, �+ + + 1\ t'. + t , /+ + + + + __ �' __L_ _ Ixv�artis + + + + + + + + + + +/ + - I .+F+++yam Q1ET✓ / / ���i-- �� �� 577.0 I \ 1 " � � � � \ � /Iii // / i//^ \ \ .� ✓ � I I L, :+: r -YET+ —++ +moi ++�+�1 ice+rn\rY�l .•fel 0 100 200 GRAPHIC SCALE IN FEET LEGEND WARNING PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE — SET13ACK LINE — — — RIGHT OF WAY LINE — — 901 — — EXISTING MINOR CONTOUR — — 900 — — EXISTING MAJOR CONTOUR —»—»— STORM SEWER >—>— SANITARY SEWER F. SANITARY FORCEMAIN 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR ® STORM MANHOLE . FLARED END SECTION ® PROPOSED WATER WELL • SANITARY CLEANOUT NOTES 1. SEE SHEET G -M FOR ADDITIONAL PROJECT NOTES. 2. SEPTIC TANK, PUMP, AND DRAINFIELD TO BE DESIGNED BY OTHERS 3. SANITARY AND WATER SERVICE SIZES AND ALIGNMENT ARE PRELIMINARY. CONTRACTOR TO DETERMINE FINAL SIZING AND ALIGNMENT W/ MEP DESIGN. IN THE EVEN THE FINAL SIZE OR ALIGNMENT IS DIFFERENT THAN PRELIMINARY, CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY KEYNOTES O 1. SEPTIC TANK AND PUMPING STATION- DESIGNED BY OTHERS 2. SEPTIC DRAINFIELD- DESIGNED BY OTHERS V^V 'ENC 7506 OLSON MEMORIAL HWY SURE 300 GOLDEN VALLEY, MN 55427 PHONE 763-2528600 FAX 952831.1268 WWWWENCK.COM CLIENT: DEVELOPMENT U LL. ui W W °z W � F 0, LL z LL UO 0 �U U F' U (D z CERTIFICATION: STATEOFMNESOW c uCEAE�-: DA'1�E1' PROJECT NO.: 3366-0001 WARNING OWN BY: CHK'D BY: APPI)BY: MDH PWS DML THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES ISSUE DAIS 05/2612020 ISSUENO.: 1 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6514544002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER SHEETTITLE OVERALL UTILITY PLAN CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 6514541D002 C-401 TOLL FREE 1800-252-1166 / / / / / / / / 238 LF OF 4' PVC I PROVIDE S' INSULATION OVER LENGTH 0 +/+X 1 I /+ + + + )i + + 1 + op mss+ F ;\ + +/ + + + + + +\- + + + + + + \ + L+ + + + + + + \+ + + + + + ti \ / + + \+ + + + + + + \+ + + J+ + + \ + + + + +T �+ + + \+ + �j + - ++ + + �9 + + \+ +/ + - ----------------------------------- PROPOSED -- PROPOSED DOMESTIC WELL— DESIGNED BY OTHERS Ao VERIFY LOCATION AND ELEVATION �9� i 4' DIP WM CONNECTION � / VERIFY LOCATION AND ELEVATION SAN BLDG CONNECTION — C INV OUT -96250 VERIFY LOCATION AND ELEVATION IOd3 'POSED STORAGE 20,000 GSF FFE: 969.00 i i i 40 LF OF C PVC @ 200 i PROVIDE 6' INSULATION OVER LENGTH OF PIPE / / h"/-Clkll1C93 LEGEND PROPERTY BOUNDARY ENC' CLIENT: 7500 OLSON MEMORIAL HWY SURE 300 0 50 100 GOLDEN VALLEY, MN 55427 — SETBACK LINE PHONE 763252-600 GRAPHIC SCALE IN FEET FAX 952-31-1268 -- — 901 -- EXISTING MINOR CONTOUR VWW ..WENCK.COM LEGEND PROPERTY BOUNDARY LOT LINE CLIENT: --------- EASEMENT LINE — SETBACK LINE — — — RIGHT OF WAY LINE D -- — 901 -- EXISTING MINOR CONTOUR DEVELOPMENT -- — 900 — — EXISTING MAJOR CONTOUR d't`m'nn0a'a..d°P —»—»— STORM SEWER >—>— SANITARY SEWER Fra SANITARY FORCEMAIN 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR ® STORM MANHOLE . FLARED END SECTION f 1 �J ® PROPOSED WATER WELL 0 Lu • SANITARY CLEANOUT LL] O Z U` Z LU (n F } o> LL o Z) o O � v v� NOTES U 1. SEE SHEET G-OD2 FOR ADDITIONAL PROJECT NOTES. 2 SEPTICTAN K, PUMP, AND DRAINFIELDTO BE DESIGNED BY OTHERS 3. DOMESTIC WELL AND PUMP TO BE DESIGNED BY OTHERS 4. SANITARY AND WATER SERVICE SIZES AND ALIGNMENT ARE a PRELIMINARY. CONTRACTOR TO DETERMINE FINAL SIZING AND ALIGNMENT W1 MEP DESIGN. IN THE EVENT THE FINAL SIZE OR o AUGNMENT IS DIFFER ENT THAN PRELIMINARY, CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY – KEYNOTES O 1. SEPTIC TANK AND PUMPING STATION- DESIGNED BY OTHERS 2. SEPTIC DRAINFIELD-DESIGNED BY OTHERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651 -454 -DM TOLL FREE I -M252.1166 0 0 CERTIFICATION: I HEREBY CERTIFY THAT SPECIFICATION, OR REP PREPARED BY 8E OR M LIC NO.: PROJECT NO.: 3366-0001 DWN BY:CHK'D PPD BY: MDH PWSBY: ADML ISSUE DATE: 05/26/2020 ISSUE SHEET TITLE UTILITY PLAN (NORTH) SHEET NO.: C-402 FES -11 mt' / 15'INV=965.52 r STMH-10 ( FE8-13 / RIM�68.65 ���JJJ 111 I RIM=964.099YN d Z Sm Bm 'dNRm Sm SR o YeN 15' INV IN=965.34 (E) Q- rl) I 4 24' INV OUT--962.001SYN) '19 H / 1S INV OUT .34 (N) % i \� \ L \1 .972 '✓ ^ 1970- \ I I ;' �0 9s \- `969=_. sss9�96e -x x - ` 'max"_- -xN_' FEsis -x_ -967 066-= - 24'INV=9.30- ^� - / FES1T .v 970- B69 1 % - r 9651 \ -- - - \ p -= � � '.15' INV=968.19 -967 �" - -9672 /131 LF OF 15'RCPQ0.54% 49 LF OF 15' RCP @ 0.40% 969 ams �9 0 �6 970 v I 965 bg P69 223 LF OF 24" RCP 0.00% -RES-16 �g 183 LF OF 24'RP (a�0.T1 77 LF OF 15'RCP@285%^ ITINV�66.00 963 �� -1 - FES -12 Nweessx / `' FES -6 x/'24 -INV -964.62 �6e FESA RIM -964.09 X969 FEB•14 e9v-sns.as / 132 LF OF 24' CMP 0.51 9 "38 LF OF 15' RCP -2.64% 24'INV=964.00. `6j P 15'INV=963.00 @ 95 1SINV-M.62 24'INV IN=96200 (NE) � - c� / c sl g�0 965 965 1' �65:g6g8 1 5 1. g9O 965 FE8-21 + + + + + + + + + + + + + + + + 15' INV=963.4317 + + + + + t + + + + + + + + + / 55i V ��� -960 + + + §+ + + + + + + + + 0+++++++++++ y. + + + + + +� V 1'96 + + +� + + + + + + + + 96D + + + + + + I�+ INV-BSB.4B O 65-._. n 1 '-`, S 964 965 57 LF OF 15' RCP 1.00+ + + + + + + + + 64 + + + + + t 1�\�T 969 e � � � + + ++++++++++t+++++ c6'�a B +++++++++++ INv-eso.ae i 0 - 966_ 6_ / Y 205 LF OF 15'RCP�0.27% 6 O j10 �� OCS22 " RIM=965.52 � + + +4+ + / I + + �JillI FES7-� m 15'INV INS64.OD (N) + + + .+�- + +� +� b V ,\ s + a INVS63.94 a: , • 15"INV OUT=964.00 (6)� /+'O'S+ + + + +� + i °,'-� I ) i / /' 1111111 + + + + + /'ES -5 // wll'ii ` 40 LFO 15'R PO -2.48%+++++ + 1 g55�15'INV=96244 / fly + +�+ + + + + + + , IIV111 1 FES -23 FES -26 STORMWATER 6s + �� ��/ I++++++++t++ I I I i + + i N , i5"INV=963.00 + + + + I 15'INV=963.00 DETENTION POND IIIII / r + FES -4 // zlz I l �+ +++++ +++++ ++ 00525 1 NWL=964.00 24'INV=96244 / 1l , STORMWATER DETENTION POND2 i~'I I ( HWL=967.00 I I n + + + + + + + + RIM --965.52 11 I xlx NWL=964.00 } / ! III HWL=96650 +++++ I+++\�++++.rS+ / 15'INV IN=964.00 (S) FES2 CjO�yg 9� // 96 LFP24' CMP 1.50% ( \ - + + + + +/+++15'INV OUT -964.00 (N) 2�4'�1 �Gj=-. 2 +� + - o/ / FES3 tV \ + +\ + + + + + 35 LF OF 15'RCP 1.00% - � � / 24'MV�61.00 \ / / � ', � � rt + +�+ +�+ + + 132 LF OF 24"CMPgo. LEE/3%•9 / ✓ ✓ + \\ ++'�+++A++V+ / -FES-24 1 / +\+ k +' � 15" INV=963.65 / r .i / 111111 I STORMWATER +++ DETENTION POND 914- + WL=963.10 + +++NWL=961.00 963� $ ++ +`FES-20� + + +J +'•III ' I / NIi1w I i L/-/ -/- - IIIfII)LI1I I1FEST 24'INV=959.75 + +++ +/- 461 9e-00F15'RCF x,2.506%3t + + FES -18 + + + ++12'INV=960.71 + +/+ +++++ + ++ + + + +RIM=96252 II ( W + +S �` 7•�-� �2++ t+ + +-'4115 "INV IN -- 962 4 \ WIT J+++ ++++ + + 12'INV OUT=961.00(NW)� + + + + + �- / + + + + + + RCP i:oo96 + + \ + + +1 �- a o� I i / ( �/ / 11 1Y v- ! ! ( SII �+� �l L w SS\ ✓ l / / ^++ �F++ +++ + +++%+++* \++ \�+++� < \ \ \ 13M+ i�/ /� i I -\ \\\\ \\\ \\ I -' /�� \ \ / /(\ I!/ l�// j///�r�\\; 1✓ /�\ \ \ I \i \ VII, I \ +.� \"\++ �fY�+ N + + +E+ . . . . � l0 ./ 1 TYX(Y7C. M.iWI'1. + + + + + + + + + + + + + + -Z� 0 100 200 DETAIL STRUCTURE ID SIZER STRUCTURE CASTING' GRAPHIC SCALE IN FEET LEGEND FES -2 24' PROPERTY BOUNDARY 24' LOT LINE --------- EASEMENT LINE - SETBACK LINE - - - - RIGHT OF WAY LINE -- - 901 - - EXISTING MINOR CONTOUR - - 900 - - EXISTING MAJOR CONTOUR -»-»- STORM SEWER -.. SANITARY SEWER 15" WATERMAIN 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR • STORM MANHOLE 0 STORM CATCH BASIN . FLARED END SECTION "7 PROPOSED WATER WELL ® RIPRAP NOTES 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES MANUFACTURER TO CONFIRM SIZES AND ADJUST AS NECESSARY,PRIOR TO BID OPENING ' NEENAH OR APPROVED EQUAL WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651454-0002 TOLL FREE 1-60D-252.1166 -^- 'ENC 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55927 PHONE: 763-252-6600 FAX 952-031-1266 WWW.WENCK.COM CLIENT: DEVELOPMENT U 0 O LL_ � W LLI CD Z C W Q F- O LL Z LL O Z) O O Fr U U F- `Un V d o a o CERTIFICATION: ENGIPEERUN)ER STATEOFM91•ES LIC _ PROJECT NO.: 3366-0001 DWN BY T CHK'D BY:APPD BY: MDH I PWS DML ISSUEDATE 05/2612020 ISSUE NO.: 1 SHE ff ALL STORM SEWER PLAN SHEET NO,: C-501 STORM STRUCTURE SCHEDULE DETAIL STRUCTURE ID SIZER STRUCTURE CASTING' FEST 24" FES -2 24' FES -3 24' FES -4 24' FES -5 I.. FES -6 ]5" FES -7 24" FES -8 24" FES -9 15, STMH-10 46.0 FES11 15" FES -12 24" FES -13 24' FES -14 24 - FES -15 2R FES -16 1S FES17 1S FES -18 1r OCS-19 48" 0 FES -20 iS FES -21 ]5" OCS-22 48' 0 FES -23 15" FES -24 15" DCS -25 46'0 FES -26 ss^ MANUFACTURER TO CONFIRM SIZES AND ADJUST AS NECESSARY,PRIOR TO BID OPENING ' NEENAH OR APPROVED EQUAL WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651454-0002 TOLL FREE 1-60D-252.1166 -^- 'ENC 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55927 PHONE: 763-252-6600 FAX 952-031-1266 WWW.WENCK.COM CLIENT: DEVELOPMENT U 0 O LL_ � W LLI CD Z C W Q F- O LL Z LL O Z) O O Fr U U F- `Un V d o a o CERTIFICATION: ENGIPEERUN)ER STATEOFM91•ES LIC _ PROJECT NO.: 3366-0001 DWN BY T CHK'D BY:APPD BY: MDH I PWS DML ISSUEDATE 05/2612020 ISSUE NO.: 1 SHE ff ALL STORM SEWER PLAN SHEET NO,: C-501 968 ' RIM -34(N) 65 15' INV IN --965.34(E) 15' INV OUi�85.34 (N) \ / FES -11 15' INV=965.52 EXIS77NG BUILDING I ( FES13 RIM -964.09 aTo.F 24' INV OUT=962.00 (SW) \S J1g 8m a I / I 7 F .,2590 X �L =xe x x pxa —ox x x x� X — -- _ —969 —966— — — — =\ — — _ ._. _ FES -15 —967 _ _ — 24'INVS65.3D / 965 131 LF OF 75' RCP @ 15' RCP @ 0.40% LF OF 15' RCP Y— i3M WET WET WET MET' 964 960 '+ + + + + + + + + + + + 5INV 'ES2 1 a43 + + + + + + + + + + + + + + + + + + + 960 + + + ''� + + + + + + + + + `965. + + + \ + + + + + + + + - ---\ 964 965 + + + + + + + + + + + \ \ aso ( ST LF OF IS RCP@7.00% + ++ 1 + + + + + + + + 965 — -- -- — x, OCS-22 i L i� RIMINV IN 2 i� 15'INV IN=964.W IN, + + -}�— +— -- #� + + + /+ 15' INV OUT =964.00 (S) ,,,+\ �\+ + + + t r �, 1+ + /+ + FES -7 ,pTORMWATERDETENTION P05'02 \ , 24'INV�63.94 NWL=964.00 \\+ + + +�'L + + + + NWL=966.90` \� ++ + ++ +I ++ ++ ++/+ ++3 I I ` I \+ +� + + + + + + /+ + I 40 LF OF 7S RCP @-2.48%\++� + + i{ + + 'I _ + + FESO J I ++++1++++I++++++�+++� I { ` 1S INV--963.OD r I / / I ++ ++I++++++�+++ I \ \+ + + 1 + +\� + + / / \--- + + + + /+ + + + + + /+ + k + + + ++ + + /+ + + \ \ � — 1' � +SII I I r —�+\— + +�+++++/ /� i+++ 1 . reals - ti '� 24'INV�60.0D „y 965 —965 + + + + + + + =960 + + + + + + t+ + + + + + + I + + + + + + 969 369 `S + + + + + T STORM" WL DETENTION POND 3 NL =964.00 — -/ HWL=987.00 / I I I1 ) I VFES-26 / I I 15'INV=963.00 ocs2s IRIM -965.52 15'INV IN=964.00 (S) / 15' INV OUT=964.00 (N) 35 LF OF 15' RCP @ 1.00% / S-24 \ / 'INV --963.85 L../ I I 1.77 INV -M.19 I I I CMP A N 0 100 200 GRAPHIC SCALE IN FEET LEGEND STRUCTURE ID SIZE- STRUCTURE CASTING' CB 100 2r 0 PROPERTY BOUNDARY CLiMH 101 48' 0 STMH 106 48'0 LOT UNE --------- EASEMENTUNE — SETBACK UNE — — — RIGHT OF WAY UNE — — 901 — — EXISTING MINOR CONTOUR — — 900 — — EXISTING MAJOR CONTOUR —»—»— STORM SEWER >—> SANITARY SEWER — I — I — WATERMAIN 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR • STORM MANHOLE ■ STORM CATCH BASIN . FLARED END SECTION ® PROPOSED WATER WELL ® RIPRAP NOTES 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES -- v FENC 7500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55727 PHONE: 763@52-8600 FAK 952-831-1266 WWW.WENCK.COM CLIENT: DEVELOPMEINTT \1 U Il � w W O Z w o Q ~ } LI- Z LL )o � O 0 �U U � LD U a STORM STRUCTURE SCHEDULE DETAIL STRUCTURE ID SIZE- STRUCTURE CASTING' CB 100 2r 0 CERTIFICATION: CLiMH 101 48' 0 STMH 106 48'0 I HEREBY CERTIFY THAT THIS Kq, 9PECIF .111,1)R REPORTW PREPARED BY ME ORUNDER ES 109 4B'0 ^ STRUCTURE SIZES ARE APPROXIMATE. PRECAST OOiECT6LPERVISK1JAS A DULY LICFNSEO THEnnn£££ MANUFACTURER TO CONFIRM SIZES AND ADJUST AS 6roF MIMr:6o1� NECESSARY, PRIOR TO BID OPENING ' NEENAH OR APPROVED EQUAL LIC,NO.: �� PROJECT NO.: 3366.0001 1 I OWNBY: CHK'D BY: APPD BY: MDBHPWS DML WARNING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG FOR LOCATIONS OF ALL EXISTING UTIUTIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE ANDIOR RELOCATION OF LINES. ISSUE DATE: 05/2612020 ISSUENO.: 1 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING BS` IFSEVVER PLAN CONSTRUCTION AT NO COST TO THE OWNER (SOUTH) CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651454W02 C-502 TOLL FREE I -M252-1166 / / / / / / / / / / / / / I cite I> //0' 24'INV=959J 132LFOF24' MPA0.33% QD` / 4'. FEST—, 1 + 970_ \ / 969- \ ^7 ____--- J — — /rya — /^\ -��131LF OF IT RCP @0.54 iF9 s � IOSED BUIL 1,100 GSF FFE: 967.50 205 OF 24' NV=96244 24' INV -964.62 132 LF OF 24'CMP @ PROPOS ED STORAGE 20,000 GSF FFE: 969.00 _�.y�965 965= / FES7 24' INV=M.94 � � 1 / / 96 LF OF 24'CMP 1.50% — ' \ \ 21V NV-961.DD / STORMWATER DETENTION POND 1 NWL=961.00 ` \ / HWL=963.10 \ 963- ` FES -21) / 15'INV960.DD 961-x_ / {1 24' INV 1 + + 1 \ + �V FES -18 � s6z 40 LF OF IS RCP @ -250%1 Q + + + + + t \ + + + + + \ + + + + + + RIOM-9 252 + + //I,, + + + + + a,i- + + + + +15' INV IN�61.D0 (SE) �- + Y1' + ++ 34, IT INV OUT--961.00(NW) + -y + y \ + 'mak + + \+ +/ +/ 29 LF OF 17 RCP W 1.00% I I _ l (+ � . \� 0 100 200 GRAPHIC SCALE IN FEET LEGEND NOTES 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES STORM STRUCTURE SCHEDULE PROPERTY BOUNDARY LOT LINE --------- EASEMENT LINE — SETBACK LINE - - - RIGHT OF WAY LINE — — 901 — — EXISTING MINOR CONTOUR — — 900 — — EXISTING MAJOR CONTOUR —»—»— STORM SEWER >—> SANITARY SEWER — I — I — WATERMAIN 901 PROPOSED MINOR CONTOUR 900 PROPOSED MAJOR CONTOUR • STORM MANHOLE ■ STORM CATCH BASIN . FLARED END SECTION 61 PROPOSED PROPOSED WATER WELL ® RIPRAP NOTES 1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES STORM STRUCTURE SCHEDULE DETAIL STRUCTURED SIZE^ STRUCTURE CASTING' CB 10D 2T 0 CBMH 101 48' 0 STMH 106 48"0 FES 109 - 48' B -^- 'ENC 7500 OLSON MEMORIAL HWY SURE 300 GOLDEN VALLEY, MN 55427 PHONE 763252-6800 FAX: 952-831-1268 WWW.WENCK.COM CLIENT: DEVELOPMENT 11 U O LL Lu W Lu° z W Q F- , O LL z LL O Z) O O >- O c_ U U U w CERTIFICATION: I HEREBY CERTIF 4,j�I DIRECTSLPERVLSKM4ADD A WET -q�—/ " STRUCTURE SIZES ARE APPROXIMATE. PRECAST DIAY LK:BJSED PR777O!!!F���E MANUFACTURER TO CONFIRM SIZES AND ADJUST AS STAATE�MPSESROj» TH' /(+ + + + NECESSARY, PRIOR TO BID OPENING / + + + + + • NEENAH OR APPROVED EQUALAN / \ \ PROJECT NO.: 3366-0001 WARNING: OWN BY: CHKDBY: APP'DBY: THE CONTRACJOR�ALLBE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL MDH PWS DML I j COOPER%/4TE'WRH ALL UHUTY COMPANIES IN MAINTAINING THEIR SERVICE ANDIOR RELOCATION OF UNES. ISSUE DATE: 0512612020 I THE dNTRACTOR SNALL CONTACT GOPHER STATE ONE CALL AT 651-054-0002 AT LEAST 46 HOURS IN ADVANCE FOR ISSUE NO.: 1 11.129 HONSOFALLUNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED ,STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING SSIFSEWER PLAN CONSTRUCTION AT NO COST TO THE OWNER (NORTH) CALL BEFORE YOU DIG / GOPHER STATE ONE CALL SHEET NO.: / TWIN CITY AREA: 65 02 C-50303 TOLL FREE 1-800-252-11662-1166 SILT FENCE MACHINE SLICEDjRNOT TO SCALE RESERVED PARKING 3/8' DIA. HEX HEAD BOLT WI HEX NUT AND WASHERS F 6r Va ANCHOR TRENCH (SEE DETAIL 3500 P.S.I. P.C. CONCRETE i',Cl.'%+%j AND NOTES BELOW) rw r• cIIRa ;,��. •. r: �iL:: '.: ;•. ••,, .. . SAME SLOPE ROAo.Ar •AAAA .. ..', •• ' S REVERSE SLOPE GUTTER SECTION � 0 ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES IroRu9 u.r B[ 'XICA I (PED RING, STOP, ETC.) 50 LB TENSILE) PER POST IN TOP 8- OF FABRIC �' 11 ' —M—AL y cro GALVANIZED LINE gL'FFNOF CULVERT DESIGN B YOB Ire LAY FABRIC IN TRENCH l^ R. APRON FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL ::•'S6, NOTES: '.:'.' :::. `'-,".'�:, - 01ONLITUD.N. JOINT .NEN AD—ENT TO ::..... .:... ..'/ _IC P.v[YExt OR B.Y. 11 GAUGE METAL STAPLES PER DIRECTION OF RUNOFF INFORN 1 YANLL 1. NTWNIZONTAL SQUARE YARD (THIS MAY VARY AS LITE �/ /' �^ Q SLOE. OA6 rT/rT NMAL. W4C55 DIRECTED BY THE CITY) FILLED W/ CONCRETE WITH oTMER.IY SPEEI— it A OWERENT PCRMITTEO. TIE rORM ISOMETRIC DESIGN V aTTIR SLOPE IS N.T BE TILTED. TOP ROUNDED BLUE IDEAL EROSION _ DESIGN B OgIGETE co.cRCTE caxcRETE cwEurz EONaETE BLANKET MIN. r Ydt �g 6=t y:� �$ og .t BIMExsloxs td� t3 j.t 3 _at t:y tai - I I B Ta/e•• a -v2^ e+lz o >a Bne aosn lu e1z+ R.o6,T I£T BRX B ERR A 0.0%2 IRA1]6 0.1021 2. LAY BLANKET IN TRENCH LI' 3. STAPLE AT 1.5' INTERVALS SEE BREAK AWAY TUBE 4. BACKFILL WITH NATURAL SOIL AND • .CONCRETE • ^ POST WHEN PIPE BOLLARD DESIGN Y COxCRETE C—RETE DMLFETC CONCRETE IS NOT REQUIRED SAJ ug Pg3 mLExsloxs td N 6" 11-]/1•• VaIE 0.0sNe 6IT-]/BVI 12 v101B OAS% 16A v102N het : 0. N3 12A vIOl6 0.0919 10.9 SLOPE TOP OF 1 F I. CONCRETE I� NMov[0 MARCH11_1991 — STATE Or MINNESOTA OEPARTMCNi Or TRANSPORTATION SPECIrICATiON REFERENCE STANDARD PLATE an No. CONCRETE CURB AND GUTTER REVISION DATE z-ze-n ,�TIxG Bi4rE DESipI ENc11EG DESIGN 8 AND DESIGN V 7100H SILT FENCE MACHINE SLICEDjRNOT TO SCALE RESERVED PARKING 3/8' DIA. HEX HEAD BOLT WI HEX NUT AND WASHERS SILTFENCE ANCHOR TRENCH (SEE DETAIL 3500 P.S.I. P.C. CONCRETE TYPE HEAVY DUTY SIGNAGE OTHER AND NOTES BELOW) STEEL FENCE (T -POST) MINIMUM 5 - THAN ACCESSIBLE LONG, MAX6• SPACING LONG, � 0 ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES f 1 -...v •. 11 •' t ...: (PED RING, STOP, ETC.) 50 LB TENSILE) PER POST IN TOP 8- OF FABRIC �' 11 ' cro GALVANIZED FABRIC 6' AND gL'FFNOF CULVERT GEOTEXTILE FABRIC OVERLAP FASTEN AT Y INTERVALS YOB SQUARE TUBE (` LAY FABRIC IN TRENCH APRON FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL STAPLE DENSITY SHALL BE A 5'-0 MINIMUM OF 3 USHAPED 8', 11 GAUGE METAL STAPLES PER DIRECTION OF RUNOFF 5-6: SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY) FILLED W/ CONCRETE WITH ISOMETRIC o aW TOP ROUNDED BLUE IDEAL EROSION _ CONTROL B. BLANKET MIN. r SUPPORT POST ANCHORAGE WITH TAMPED NATURAL SOIL PAVED AREA OR SIDEWALK. ANCHOR TRENCH INSTALLATION: I I 1. DIG VX 6' TRENCH SECTION 2. LAY BLANKET IN TRENCH LI' 3. STAPLE AT 1.5' INTERVALS SEE BREAK AWAY TUBE 4. BACKFILL WITH NATURAL SOIL AND COMPACT SILT FENCE MACHINE SLICEDjRNOT TO SCALE RESERVED PARKING 3/8' DIA. HEX HEAD BOLT WI HEX NUT AND WASHERS PLACE SILT FENCE AT CULVERT INLET APRONS. CONTRACTOR SHALL MAINTAIN THIS DEVICE UNTIL VEGETATION IS ESTABLISHED, THEN REMOVE. CULVERT PROTECTION SHALL BE FULL COMPENSATION FOR FURNISHING, INSTALLING AND MAINTAINING SILT FENCE AT INLET OF CULVERT. CULVERT END PROTECTION C-BO1 NOTTOSCALE I 3 SILTFENCE VAN 3500 P.S.I. P.C. CONCRETE TYPE HEAVY DUTY SIGNAGE OTHER ACCESSIBLE THAN ACCESSIBLE � 0 :' . f 1 -...v •. 11 •' t ...: (PED RING, STOP, ETC.) — — — �' 11 ' GALVANIZED CULVERT INLET SQUARE TUBE (` ( APRON -- --� 5'-0 (MIN) USE 6' SCH. 40 STEEL PIPE 5-6: () FILLED W/ CONCRETE WITH TOP ROUNDED BLUE IDEAL SHIELD ONLY WHEN SIGN IS IN r PAVED AREA OR SIDEWALK. I I LI' SEE BREAK AWAY TUBE POST WHEN PIPE BOLLARD IS NOT REQUIRED 'i I SLOPE TOP OF 1 F I. CONCRETE I� PLACE SILT FENCE AT CULVERT INLET APRONS. CONTRACTOR SHALL MAINTAIN THIS DEVICE UNTIL VEGETATION IS ESTABLISHED, THEN REMOVE. CULVERT PROTECTION SHALL BE FULL COMPENSATION FOR FURNISHING, INSTALLING AND MAINTAINING SILT FENCE AT INLET OF CULVERT. CULVERT END PROTECTION C-BO1 NOTTOSCALE I 3 w, •, I 3500 P.S.I. P.C. CONCRETE � 0 :' . f 1 -...v •. 11 •' t ...: U 0 �' 11 ' 5 SIGN POST C-BO1 NOT TO SCALE 3' MIN. 0 112' 12 GA. GRADE 0 T-6" o L o 0 21/4' Ip 12 I. o BREAK AWAY TUBE POST NOTES: 1. ALL SIGNS SHALLCOMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE SHALL BE 2'.270/16' 14GA. POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED PER ASTM A653 GRADE 90. HEAVY DUTY ANCHOR TUBE SHALL BE 2.114'.2'-ll4k3/16' 14GA.ANCHORTUBE SHALL MEETASTM A5DO GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 3. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12'. THE ANCHOR TUBE SHALL BE A MINIMUM OF 3B' DEEP WITH 3' MIN. 4" MAX EXPOSED ABOVE FINISH GRADE. vlmv IENC OVERLAP END JOINTS MINIMUM 750D OLSMEMORIAL OF 6'AND STAPLE OVERLAP SUT3DOHWY / AT 18' INTERVALS / �� GOLDEN 763E2, MN 55127 PHONE:E 76325211800 SEE PLAN FOR BLANKET TYPE FAX 1288 / RpPO WWW.WENNENCK.COM CLIENT. OVERLAP LONGITUDINAL �DEZ�VELOPMENqTj JOINTS MINIMUM OF 6' 1'- 2'WASHED ROCK ANCHOR TRENCH DETAIL 2 EROSION CONTROL BLANKET INSTALLATION 2801 NOT TO SCALE 6 ACCESSIBILITY SYMBOL C-801 NOTTO SCALE BLUE HIGHWAY PAINT BACKGROUND 2 COATS (TYPICAL) TERNATIONAL SYMBOL OF :CESSIBILITY )PLIED TO THE CENTER OF EACH :QUIRED :CESSIBLE SPACE WITH BLUE PAINT ACKGROUND iD WHITE PAINT FOR SYMBOLAND :RIMETER EDGE 'WIDE WHITE STRIPING COATS (TYPICAL) MINIMIZE RUNOFF FROM SITE ISOMETRIC NOTES: 1. FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. 2. ENTRANCE MUST BE MAINTAINED TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. 3. FUGITIVE ROCKS SHALL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. s CONSTRUCTION ENTRANCE DAM C-601 NOT TO SCALE ACCESSIBILITY SYMBOL, SEE DET azSIGNPOST TOFF BACK OF CURB OR PARKING Iy STRIPE SEE SITE PLAN FOR PLACEMENT 1 NOTES: 1. STRIPING ADJACENT TO HANDICAP PARKING SHALL BE BLUE. 2. DIMENSION HANDICAP SYMBOLS PER INTERNATIONAL SYMBOL OF ACCESSIBILITY DETAIL 3. SEE PLAN FOR STALL DIMENSIONS. 4. DIMENSION'NO PARKING' TO BE 1' TALL. 5. SIGNAGE AND MARKINGS TO BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ACCESSIBILITY STRIPING C-801 NOT TO SCALE U O W Lu O Z 2 W 2E <>: >:O W Z IL°o 0 ~O O I— C) C nf (Cn V F SUN 6 9 CERTIFICATION: I HEREBY CERTIFY THAT THIS RANO SPECIFICATBXN, OR REPOER \♦ PREPARED BY ME CR 11BDER DIRECTCENSED IS ION NS� A DULY LICENSED PROFS ENG110:R URGER THE STATE OF MINE50 ucP,y� LJb.: PROJECT NO.: 3366-0001 OWN BY:Cg BY: APPD BY: MDH PWS DML ISSUEDATE 0512612020 ISSUE NO.: 1 SHEETTITLE CIVIL DETAILS SHEETNO.: C-801 9 s 1 RIPRAP TO EXTEND 2 FEET AWAY FROM AND BACKWARD 2 FEET FROM LIP OF FES (TYP.) RIPRAP (PER TABLE BELOW) RIPRAP SECTION B -B GEOTEXTILE FILTER -TYPE IV 1 RIPRAP AT OUTLETS C 0 NOTTOSCALE CONCRETE PAVEMENT (TYPE 3F52A) — CLASS 5 AGGREGATE BASE (lDD% CR , �=IL=..1_L=JL�IC=II=JG 7f. - =1L=11 -II. -11-11=11-11— If.=.If.=.If.=II=11=11=1. PAVEMENT SECTION SHALL BEVERFIED BY GEOTECHNICAL ENGINEER a CONCRETE PAVEMENT G801 NOT TO SCALE END PO CORE DF INTOCONCRETECURB OR SURFACE MOUNTPOST AS INDICATED ON THE DRAWINGS r�uc CW4N UNN FABRIC \(X) CHAIN LINK FENCE C-801 NOT TO SCALE NOTES: 1. TOP OF CONCRETE AT FENCE POSTS SHALL BE SLOPED AWAY FROM POST TO DRAIN. 2. FENCE POSTS INSTALLATION SHALL NOT COMMENCE PRIOR TO A 28 CALENDAR DAY CURING PERIOD FOR POURED IN PLACE CONCRETE. 3. PROVIDE MESH FABRIC PRIVACY SCREENING ON THE FENCE WHERE IDENTIFIED ON THE PLANS. CONTRACTOR SHALL COORDINATE WITH OWNER FOR MATERIAL AND COLOR SELECTED. QTOPANDBO70M RAILS I TOP RAIL OR T GATE POST GATE LEAF WIDTH 1 "C FABRIC 'A" 'ET PO! HEIGHT DIAM DEPTH EMBI Y 70 6 �vvvvv 4 B T TO 5' RIPRAP REQUIREMENTS SD N ''. 12"-18" 8-10 CUBIC YDS. CL. 111 10'T01Y 16" 46 A, 22"-27" 30" -36" 12-14 CUBIC YDS.cL.m 16-24 CUBIC YDS. CL III PLAN 42" -48" 30-38 CUBIC YDS. CL III 3( ,. AND UP 62+CUBICYDS.CL.IV 10'70 t2 16 46 (ONE CUBIC YARD IS APPROX 2,800 LBS) t3' 6.615" RIPRAP -�I 36' MIN. I- 4( GEOTEXTILE FILTER -TYPE IV SECTION A -A RIPRAP SECTION B -B GEOTEXTILE FILTER -TYPE IV 1 RIPRAP AT OUTLETS C 0 NOTTOSCALE CONCRETE PAVEMENT (TYPE 3F52A) — CLASS 5 AGGREGATE BASE (lDD% CR , �=IL=..1_L=JL�IC=II=JG 7f. - =1L=11 -II. -11-11=11-11— If.=.If.=.If.=II=11=11=1. PAVEMENT SECTION SHALL BEVERFIED BY GEOTECHNICAL ENGINEER a CONCRETE PAVEMENT G801 NOT TO SCALE END PO CORE DF INTOCONCRETECURB OR SURFACE MOUNTPOST AS INDICATED ON THE DRAWINGS r�uc CW4N UNN FABRIC \(X) CHAIN LINK FENCE C-801 NOT TO SCALE NOTES: 1. TOP OF CONCRETE AT FENCE POSTS SHALL BE SLOPED AWAY FROM POST TO DRAIN. 2. FENCE POSTS INSTALLATION SHALL NOT COMMENCE PRIOR TO A 28 CALENDAR DAY CURING PERIOD FOR POURED IN PLACE CONCRETE. 3. PROVIDE MESH FABRIC PRIVACY SCREENING ON THE FENCE WHERE IDENTIFIED ON THE PLANS. CONTRACTOR SHALL COORDINATE WITH OWNER FOR MATERIAL AND COLOR SELECTED. QTOPANDBO70M RAILS I TOP RAIL OR T GATE POST GATE LEAF WIDTH GATE POST OD "C FABRIC 'A" 'ET PO! HEIGHT DIAM DEPTH EMBI Y 70 6 2.875' T TO 5' 17 38" N 6 70 9' 14° 42" 4( 10'T01Y 16" 46 A, T TO 12' 4.000- T TO 5' 14" 36 3( 6 TO V 16' 42' 4( 10'70 t2 16 46 4 t3' 6.615" 6-0' 16 4T 4( BOTTOM RAIL OR TENSION WIRE G LINE AND TERMINAL POSTS FABRIC TYPE "A" "B" "C"POST HEIGHT POST DIAM DEPTH EMBEDMENT LINE 6 26' 24" 3'4" TO 4'-0" TERMINAL 10 32" 30 LINE e" 32' 30 TERMINAL 10" 32' 30 LINE 12' 36 36 6-0"709'-0' TERMINAL 12' 38" 36" UNE 16 38" 10-0' TO R'-0" TERMINAL 16 36 LINE 24" 42" �40' 73'-0"7018'-0' TERMINAL 24" 4T NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS 3 CHAIN LINK FENCE FOUNDATION G801 NOT TO SCALE v^V IENC T500 OLSON MEMORIAL HWY SUITE 300 GOLDEN VALLEY, MN 55427 PHONE: 763252-6000 FAX 952-831-1268 WWW.WENCK.COM CLIENT: DEAFELOPMEN71' U N O 11. w W W 0z 75 L LLI G � F LL OZ) C] O H U U F- U U C� F a 2 o F `a CERTIFICATION: I HEREBY CERTIFY' SPECIFICATION. OR =LICENSED OFE ENCJt�ER UNDERPRTHE STATE OF MINNESO 4` G LIC NO.: PROJECT NO.: 3366-0001 OWN BY: CHK'D BY: APFID BY: MDH PWS DML ISSUE DATE: 05/26/2020 ISSUE NO, 1 SHEET TITLE CIVIL DETAILS SHEET NO, C-802 / / / / / / (3) PG ` Ir / (2) PI) / G. ' / / (4) PM / (4) PD / . (3� G + I / ((111)) PD ++ I //Y + * (3)PM +++ �'•�. / i (2) PG PG + + + e . Al / + + +++++'* W6T++/WET+++++++++++t / I + WET +. �— + + + + / ++++++++++++++++++ + + + + + + + + + + + i+w t + + + l+++++4+%+ + + + + + + / ... + + + + + + + + + + + + +j + + + + + + + + + + + + WET + + + + + + + C + + + + + �. + + / {// / + f3yi+jJ y�t + + + + + +— `�fjt �— / / A. A+++++�++*+*+*+*+*+*+*+*+* ++ + ++++ + + + +i+++ +++t +A'++++++ ++1+ ++t+ + +++++ + + + ++++++++++%+-+++/ + + + + + + + +++++++++++++ + + + + +++ + + + + + + ++'+ + + + + + + + + + + + + + + + 4"+ + +++++++++++++ # +++II� h + `TTt + + + �+++ + 1 +++ + ++. ++++ ++ ++++++++"Nk +++ 7500 OLSON MEMORIAL HWY LANDSCAPE LEGENDsD�'D° Trees PROJECT NO.: 3366-0001 PHONE: 763-252-68DO QTY SYMBOL COMMON NAME LATINNAME HEIGHT WIDTH SPACING SIZE FAX 952-8314268 A+++++�++*+*+*+*+*+*+*+*+* ++ + ++++ + + + +i+++ +++t +A'++++++ ++1+ ++t+ + +++++ + + + ++++++++++%+-+++/ + + + + + + + +++++++++++++ + + + + +++ + + + + + + ++'+ + + + + + + + + + + + + + + + 4"+ + +++++++++++++ # +++II� h + `TTt + + + �+++ + 1 s V*V I I � ' 0 100 200 E N C GRAPHIC SCALE IN FEET I PLANTING SCHEDULE: 7500 OLSON MEMORIAL HWY LANDSCAPE LEGENDsD�'D° Trees PROJECT NO.: 3366-0001 PHONE: 763-252-68DO QTY SYMBOL COMMON NAME LATINNAME HEIGHT WIDTH SPACING SIZE FAX 952-8314268 9 PD BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 40' 30' PER PLAN B B&B ISSUE NO.: 1 — 10 PM BLUE MEYER SPRUCE PICEA MEYERI 50' 25' PER PLAN 6' B&B — — — — — EASEMENT UNE 10 PG WHITE SPRUCE PICEA GLAUCA 60' 20' PER PIAN 6' B&B PROPOSED CONIFEROUS TREE 29 TOTALTREES n 1 �+ #�1 � 1 i� y- I- rY1.rY\ i Y-1 %Yl l-YYY1. (Wl rY .( . MINNESOTA STATE SEED MIX 38.1 81 s V*V I I � ' 0 100 200 E N C GRAPHIC SCALE IN FEET I I I I I I I a I I � I CERTIFICATION: I HEREBY CERTIFY THAT SPECIFICATION. OR REP PREPARED BY ME OR UP DIRECT SIRERVISIOHAI DULY LICENSED PRTO�FE(S =,IEERUPDER TIf( SigTE OF MIMESD 7500 OLSON MEMORIAL HWY LANDSCAPE LEGENDsD�'D° GOLDEN VALLEY, MN 55427 PROJECT NO.: 3366-0001 PHONE: 763-252-68DO OWN BY: CHK'D BY: APPD BY: AN SFU SBJ FAX 952-8314268 COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. PROPERTY UNE WWW.WENCK.COM ISSUE NO.: 1 — SETBACK UNE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING I — — — — — EASEMENT UNE CALL BEFORE YOU DIG I O O G PROPOSED CONIFEROUS TREE TWIN CITY AREA: 651454-0002 L-1 01 TOLL FREE 1-800-252-1166 CLIENT: MINNESOTA STATE SEED MIX 38.1 81 EMERGENT WETLAND 26.500 S STATE SEED MIX 25-131 LOW DEVELOPAIEN7 OMINNESOTA MAINTENANCE TURF; 234,000 SF OIhuiM l�`'� I I EXISTING TREE TO REMAIN I Q C. o I cn W W W CC W cn I I r < LL u. Z I LL OO O ~U U� U F 0 W; 0z I)� 77 I I I I I I a I I � I CERTIFICATION: I HEREBY CERTIFY THAT SPECIFICATION. OR REP PREPARED BY ME OR UP DIRECT SIRERVISIOHAI DULY LICENSED PRTO�FE(S =,IEERUPDER TIf( SigTE OF MIMESD LIC PROJECT NO.: 3366-0001 WARNING: OWN BY: CHK'D BY: APPD BY: AN SFU SBJ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAWING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ISSUE DATE: 05/25/2020 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 65IA541D002 AT LEAST 48 HOURS IN ADVANCE FOR ISSUE NO.: 1 THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED SHEET TITLE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING LANDSCAPE PLAN CONSTRUCTION AT NO COST TO THE OWNER CALL BEFORE YOU DIG GOPHER STATE ONE CALL SHEET NO.: TWIN CITY AREA: 651454-0002 L-1 01 TOLL FREE 1-800-252-1166 LANDSCAPE NOTES 1. TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY AS CHOSEN BY THE OWNER/OWNER AS LISTED ON THE LANDSCAPE PLAN L 1 DI. 2. TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS. 3. OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIALATANY TIME DURING PROGRESS OF WORK. 4. NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL IN IMMEDIATELY UPON DELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS, COVERING WITH MOIST SOIL OR MULCH TO PROTECT FROM DRYING. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER. 5. PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BE PROVIDED FOR ALL PLANT MATERIALS DURING TRANSPORT AND STORAGE. B. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SO THAT A MUTUALLY AGREEABLE TIME MAY BE ARRANGED FOR INSPECTION. 7. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED AT PROPOSED PLANTING LOCATIONS FOR APPROVAL BY OWNER. B, DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER. TURF RESTORATION NOTES 1. EDGE RESTRAINT BETWEEN PLANTING BEDS AND TURF SHALL BE BLACK COMMERCIAL GRADE LANDSCAPE EDGING BY COL -MET OR APPROVED EQUAL, 6"x12 GAUGE STEEL 2. THE ESTABLISHMENT PERIOD FOR SEED SHALL BEGIN IMMEDIATELY AFTER INSTALLATION, WITH THE APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATE THAT THE OWNER PERFORMS A FINAL INSPECTION. 3. THE ESTABLISHMENT PERIOD FOR SEEDED AREAS IS 1 YEAR. 4. SEED SHALL CONFORM TO MNDOT SPEC. 3878 SEED; SEED SPECIES COMPOSITION SHALL BE MINNESOTA STATE SEED MIX 25-131 - LOW MAINTENANCE TURF AND MINNESOTA STATE SEED MIX 34181 EMERGENT WETLAND. 5. FERTILIZER SHALL CONFORM TO MNDOT SPEC. 3881, TYPE 2 PHOSPHOROUS -FREE. 6. FERTILIZER SHALL HAVE A FORMULA (N -P -K) AS DETERMINED BY THE RESULTS OF A SOIL TEST. CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONG WITH RECOMMENDED FERTILIZER FORMULA TO OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLICATION. 7. TOPSOIL SHALL BE IMPORTED AND CONFORM TO MNDOT SPEC. 387728 LOAM TOPSOIL BORROW. TOPSOIL SHALL BE SCREENED, PULVERIZED, AND CONTAIN LESS THAN 30% CLAY. B. 6" OF TOPSOIL SHALL BE PLACED IN ALL SEEDING AREAS. 9, CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTING ESTABLISHMENT PERIOD. SPECIES AS SHOW ON PLAN PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER. ROOT FLARE MUST BE ABOVE FINISHED GRADE. DO NOT COVER ROOT FLARE WITH MULCH DOUBLE SHRED, HARD WOOD MULCH (3") MIN ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT GLAZED FROM DIGGING. LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED, DESICCATED, OR GIRDLING ROOTS. BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL. WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WHEN BACKFILLED 213 FULL AND ALLOW TO SETTLE. SET ROOT BALL ON SOIL BACKFILL SO THAT TOP OF ROOT BALL IS ABOVE FINISHED GRADE. CONIFEROUS TREE PLANTING NOT TO SCALE L-102 INSPECTION AND ACCEPTANCE v^r 1. LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TO THE OWNER, PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDING ENC I MAINTENANCE, FOR THE PORTION IN QUESTION. 5. 2. AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEAR FOLLOWING INITIAL INSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADE T50D OLSON MEMORIAL HWY TO DETERMINE THE CONDITIONS OF AREAS SPECIFIED FOR LANDSCAPING. SUITE300 Q GOLDEN VALLEY, MN 55427 3. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, PHONE: 763252-6800 REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL FAX 952-831-1268 WWW.WENCK.COM RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE. 7. PLANTING NOTES M 1. UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTING HOLES CENTERED AT STAKED LOCATIONS. 2. DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT BALL OR CONTAINER. 3. REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS. REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANY DIMENSIONS. 4. SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAME CUENT: Sul Sul lm!r ELEVATION AS ADJACENT FINISHED LANDSCAPE GRADES. 5. ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE. 6. CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP AND Q RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED SIDES OF BALLS; RETAIN BURLAP ON BOTTOMS. U O 7. WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDES (n OF BALL, AND WORK EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS ANDLU BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. W C.9 z 3. AIRPOCKETS. W - 8. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL < F O F 9. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING LL z WATERING. 10. FINAL LAYER OF BACKFILL. FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK, O } Q U WITH SHEAR. REMOVE TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT H EXCEPT CUT CONTAINERS ON SIDES INTO QUARTERS CONTAINER BEFORE SETTING PLANT SO AS NOT TO DAMAGE ROOT BALLS. v 5. 11. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING. 12. ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION 13. PLACE 44NCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIOD OF 48 HOURS AFTER THE SECOND WATERING. THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD. W 14. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS. 3 GUARANTEE AND REPLACEMENTS _FFT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLA O 1. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER MAINTENANCE NOTES 1. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE -INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE. 2. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. 3. MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTER ACCEPTANCE BY OWNER. IT IS CONTRACTORS RESPONSIBIUTY FOR COORDINATE WATERING. -' k 4. TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT PRUNED AREAS AND OTHER WOUNDS. cat 5. IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION THROUGHOUT THE ONE-YEAR GUARANTEE PERIOD. W i GUARANTEE AND REPLACEMENTS CERTIFICATION: I HEREBY CERTIFY THAT THIS PLA O 1. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER ACCEPTANCE AND SHALL BE ALIVE AND IN SATISFACTORY CONDITION AT THE END SPECIFICATION, OR REPORT YYAr PREPARED M ED LNDBY NE OR OF THE GUARANTEE PERIOD. SUCH GUARANTEE EXCLUDES VANDALISM. DIRECT IDN AHOE A DLLYLICENSEDPROFE 2. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BY ENGINEER UNDER THE STATE OF MIN ESO THE OWNER UPON WRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYS C BEFORE THE ANTICIPATED DATE. ANY PLANT MATERIAL REQUIRED UNDER THE CONTRACT THAT IS DEAD OR NOT IN SATISFACTORY CONDITION, AS DETERMINED BY UCk� NO.: THE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BE REPLACED AS SOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS.' 3. THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THE PROJECTNO.: 3366-D001 OWN BY: CHK'D BY: APPD BY: CONTRACTOR REGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORY JRN SBJ SBJ MAINTENANCE PROCEDURES OR REJECTED PLANTS. ISSUE DATE 05/2612020 4. ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE AS ISSUE NO, 1 SPECIFIED IN THE PLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THE UOMAPE NOTES & CONTRACTOR. 5. REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARE DETAILS NOT TO BE GUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION AND REJECTION BY THE OWNER BEFORE AND AFTER PLANTING. SHEET NO: L-102 . .. . . . . . . ..... 20 3,000 TON SIL 6 P1 8 a- ET ELEV TOTAL STORAGE: 51,000 TONS 5 INCREASED SITE AREA PROPOSED NEW LOT SIZ: 18.84 EXISTING PROPOSED LOT SIZE: 12.84 ACRES SIZE DIFFERENCE: 6 ACRES EXISTING BUILDING MITI 4 =- Mir INEVE Nolan s '1 11 TOTAL RAIL R INCREASED TO 100 @ 100 TON PER CA=10,000 TONS *13 PROPERTY LINE: 1,123'+/ - APPROXIMATE EDGE OF WETLAND Luminaire Schedule Avg/Min Max/Min INTERSTATE GRADE—Planar Illuminance Fc 0.01 0.1 0.0 IN offPROPERTY PROPERTY GRADEPlanarIlluminance Fc 1.58 14.8 0.0 N.A. N.A. Symbol Qty Label '0 Total Lamp Lumens LLF Description �- wpi SINGLE N.A. 0.950 NTW-A-WM-T3-17L-40K-UL-BZ N 4 F1 SINGLE N.A. 0.950 NTF-A-NM-N6-28L-40K-xx-xx—STD WHOM 13 AA2 SINGLE N.A. '0119"IEWW'.11"1111111 W-0, OSQ-HO-A-xx-3ME-40L-40K-UL w—OSQ-HO-BLS URN. - 101 MENEM . .. . . . . . . ..... 20 3,000 TON SIL 6 P1 8 a- ET ELEV TOTAL STORAGE: 51,000 TONS 5 INCREASED SITE AREA PROPOSED NEW LOT SIZ: 18.84 EXISTING PROPOSED LOT SIZE: 12.84 ACRES SIZE DIFFERENCE: 6 ACRES EXISTING BUILDING MITI 4 =- Mir INEVE Nolan s '1 11 TOTAL RAIL R INCREASED TO 100 @ 100 TON PER CA=10,000 TONS *13 PROPERTY LINE: 1,123'+/ - APPROXIMATE EDGE OF WETLAND Luminaire Schedule Avg/Min Max/Min INTERSTATE GRADE—Planar Illuminance Fc 0.01 0.1 0.0 N.A. N.A. PROPERTY GRADEPlanarIlluminance Fc 1.58 14.8 0.0 N.A. N.A. Symbol Qty Label Arrangement Total Lamp Lumens LLF Description 5 wpi SINGLE N.A. 0.950 NTW-A-WM-T3-17L-40K-UL-BZ 4 F1 SINGLE N.A. 0.950 NTF-A-NM-N6-28L-40K-xx-xx—STD 13 AA2 SINGLE N.A. 0.950 OSQ-HO-A-xx-3ME-40L-40K-UL w—OSQ-HO-BLS 5/19/2020 DISTRIBUTION FACILITY V2 .AGI GREEN OVALS AROUND FIXTURES DENOTE .4 FOOTCANDLE LEVELS RED OVALS AROUND FIXTURES DENOTE 1 FOOTCANDLE LEVELS Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min INTERSTATE GRADE—Planar Illuminance Fc 0.01 0.1 0.0 N.A. N.A. PROPERTY GRADEPlanarIlluminance Fc 1.58 14.8 0.0 N.A. N.A. E E N —j LL 1-- U) 0 Page M of 1