Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
5.c. Frana
EXECUTIVE SUMMARY Planning Commission Regular Meeting: July 26, 2021 Tentative City Council Meeting: August 1 6, 2021 AGENDA ITEM: 22-45-PP, 22-46-CUP, 22-47-PUD, 22-48-RZ Request by Frana Companies, for approval of a Preliminary Plat, Rezoning, Planned Unit Development Master Development Plan , and a Conditional Use Permit to construct a manufacturing facility with outdoor storage. AGENDA SECTION: Public Hearing PREPARED BY: Julia Hogan, Planner AGENDA NO. 5.c. ATTACHMENTS: Site Location; Site Survey ; Preliminary Plat; Removals Plan; Site Plan; Grading Plan; Utility Plan; Civil Details; Landscape Plan; Architectural Site Plan & Signage Plan; Floor Plan; Exterior Elevations; Perspective Views; Site Photometric Plan; Night Lighting Renderings; Applicants Narritive; Engineer’s Memo dated June 14, 2022 ; Parks and Recreation Memo dated July 20, 2022; Fire Marshall’s Memo dated July 22, 2022 APPROVED BY: AK RECOMMENDED ACTION: The Planning Commission should make four motions to recommend approval of the requests. 1. Motion to recommend the City Council approve the Preliminary Plat for Frana Companies, subject to the following conditions: a. Approval of a Planned Unit Development Agreement Master Development Plan with Rezoning. b. Conformance with all the requirements of the City Engineer as detailed in the attached memorandum dated June 14, 2022. c. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre d. Payment of $68,250 as cash -in-lieu of park dedication. 2. Motion to recommend the City Council approve a Zoning Map amendment to rezone the site from BP-Business Park to LI-Light Industrial. 3. Motion to recommend the City Council approve the Planned Unit Development Master Development Plan with rezoning of the property from LI-Light Industrial to LI PUD-Light Industrial Planned Unit Development, subject to the following conditions: a. Execution of a PUD agreement. b. A deviation from City Code Section 11-4-15-1 F. to permit the main structure on site to be 40-feet away and parking and circulation on site to be 20-feet 2 away from a minor arterial road right of way. c. A deviation from City Code Section 11-6-1 H. to allow for fewer parking stalls than required. d. A deviation from City Code Section 11-5-2 C.h. to permit an eight (8) foot tall security fence that will be chain linked with privacy slats. e. Incorporation of the recommendations of the City Engineer as detailed in the attached memorandum dated June 14, 2022. f. Conformance with the requirements of the Fire Marshall as detailed in the memorandum dated July 22, 2022. g. Signs shall be subject to sign permits and normal zoning standards. h. The applicant shall update the landscaping plan to incorporate the additional plantings and additional trees needed to meet the outdoor storage requirement for landscaping. Any final shortfall from the number of trees required by the City Code shall be incorporated into the Planned Unit Development Agreement. 4. Motion to recommend the City Council approve a Conditional Use Permit for Outdoor Storage in the LI-Light Industrial zoning district. SUMMARY Applicant: Frana Companies Property Owners: CAR NAV FIVE Location: 15902 Robert Trail South Site Area in Acres: 13.66 Acres Comp Plan Des.: BP-Business Park Current Zoning: BP-Business Park Proposed Zoning: LI-Light Industrial The Planning Commission is being asked to consider several requests by Frana Companies, the approval of which will allow the construction of a manufacturing facility in the Rosemount Business Park Zoning District. The facility will be comprised of a 61,050 square foot manufacturing facility consisting of 56,732 square feet of manufacturing space and 4,318 square feet of office space, 83,000 square feet of outdoor storage, and an area for employee and visitor parking. The proposed Planned Unit Development will include deviations from the City Code related to structure and parking setbacks to the roadway, parking requirements, and to allow the construction of an 8’ tall security and screening fence. Architecturally, the principle structure on the site meets the requirements for the LI-Light Industrial zoning district and no other deviations from the development standards of the LI- Light Industrial zoning district are being requested. Staff is recommending approval of the requests, subject to the conditions listed in the recommended action. BACKGROUND 3 The site of the proposed manufacturing facility and office space historically has been utilized for agricultural purposes and has never been constructed upon. The project site currently is made up of two separate parcels, one containing 6.38 acres and the other containing 12.90 acres. The eastern parcel that contains the 12.90 acres contains quite a bit of road right of way land along Highway 3 and goes down to the parcel to the east adjacent to County Road 46. The project site though will only contain the 6.38 acres of the western parcel and 7.28 acres of the western parcel. The applicant is requesting a preliminary plat to combine the two lots into a single parcel. The two subject parcels were previously zoned GI-General Industrial, along with its surrounding parcels to the south and east. It was guided for Community Commercial, but with its proximity to Highway 3 and as well as the railroad the City decided to go forward with re guiding this site and the surrounding parcels to BP – Business Park to allow for additional types of businesses to utilize them. Light Industrial is an allowed zoning district within the designation of BP to a limited extent as well. Since the applicant is proposing outdoor storage as a component of the project, a rezoning of the site to LI-Light Industrial is required due to the fact outdoor storage is a conditional use in the LI zoning district while it is not permitted in the BP zoning district. ISSUE Plat The site is comprised of two parcels adjacent to and in between South Roberts Trail (Highway 3) and Canada Circle, north of County Road 46. The principal structure will be located on the current eastern parcel, the outdoor storage will be located in the middle of the two parcels and the entrance to the site and the stormwater ponding will be located on the western current parcel. The applicant is requesting approval of a preliminary plat that would combine the two subject parcels into a single lot. The applicant will come forward with a final plat request at a later date. The proposed plat meets all the dimensional standards of the LI-Light Industrial zoning district. Rezoning The Planning Commission reviewed a change to the land use designation of this site plus the surrounding properties to the south, east, and west from CC-Community Commercial to BP-Business Park at its meeting on April 26, 2022. The Commission recommended approval, which was granted by the City Council on May 17. The review period for the amendment ended early in July and is currently with the Met Council for their approval. Once approved by the Met Council this site and the surrounding parcels will be designated as BP in the City’s comprehensive land use plan. The applicant is requesting the site be rezoned from BP-Business Park to LI-Light Industrial to allow for outdoor storage on site, subject to the conditions of the zoning ordinance. The use of the LI zoning district is consistent with the comprehensive plan in which the Business Park land use designation allows for some limited zoning of land within that designation as LI-Light Industrial. Site Layout The principal structure on the site will be an office/manufacturing facility 61,285 square feet in area. The new facility will comprise of 4,557 square feet of office space and 56,728 square feet of manufacturing space. The outdoor storage will consist of mostly units of lumber and covered lumber racks. The storage area is located to the west of the principal building on site. To the west of the outdoor storage area is where the stormwater ponding area is located, which is east of Canada Circle and directly north of the access driveway to the site. The employee parking area is located to the east of the facility and to the west of Highway 3 and will comprise of 54 parking stalls. Extensive screening between the parking area and the front of the facility to Highway 3 includes a mixed variety of landscaping all along the eastern portion of the site and northern portion of the site along Canada Circle. The applicant is requesting to use an 8’ fence along the norther, western, and southern perimeters of the site. The northeast corner of the site, which will be facing Canada Circle and Highway 3, will consist of an 8’ decorative opaque fence that is comparable to the materials of the principal structure. The remaining fence around the perimeter of the site will consist of an 8’ chain link fence with privacy slats and colored to match the building. This type of fencing is only permitted in the GI district, but staff is supportive of its use in the development due to the nature of the 4 use and the fact it will not be near any public right of ways. A unique feature of this project is the potential for a railroad spur extension near the southwest portion of the site near the driveway access. Though there are no immediate plans to build the spur, it is a possibility for the site in the future. The applicant is asking to allow the facility to be 40-feet away and the parking area to be 20-feet away from a minor arterial road right of way, Highway 3. The applicant is asking for this deviation to the code because the long lumber stock that is planned to be on site will continuously be transported around the back lot, requiring wide maneuvering spaces behind the building and the need to utilize space as much as possible on site. These setbacks are similar to the ones that were approved with the Planned Unit Development Agreement with Custom Apparel which is located to the north of this site. The additional setback is only required in this instance because it is adjacent to Highway 3; however, the proposed berm and landscaping between the site and the highway will provide a substantial buffer between the new building and the road way. The table below shows the minimum setbacks of the site relative to the required setbacks within the Code. Setback Structure Parking Required Proposed Required Proposed Front 60 feet 40 feet 35 feet 20 feet Side 10 feet >10 feet 10 feet >10 feet Rear 10 feet >10 feet 10 feet >10 feet Exterior Building Materials The principal building will be constructed with various materials due to the east portion being office space and the west portion containing the manufacturing area. The office portion on the east side of the building will feature an upgraded face brick and natural limestone façade with aluminum storefront windows and prefinished metal sunscreen canopies. The remaining areas of the building will have neutral colored metal panels with limestone accent walls at either end. The manufacturing portion of the building will have perimeter clerestory windows for daylighting the interiors. The building will be approximately 21-feet high to the eaves and 28-feet high to the ridgeline, which meets the City Code requirement for building height within the LI zoning district. Landscaping The landscaping plan provided by the applicant shows extensive planting along the east side of the property, which is adjacent to Highway 3, and where the office and parking area is and as well as the north part adjacent to Canada Circle and around the stormwater ponding area. One tree per 3,000 feet of land area is required. This includes trees at the boulevard spaced at fifty-foot intervals. Based on a site area of 594,948 square feet, a total of 198 trees are required. The landscape plan contains the required 198 trees throughout the site. The City Code also requires one foundation planting per ten linear feet of building perimeter. In this case, that equals 116 foundation plantings. The landscape plan does identify that it will provide the 116 foundation plantings. The Code also requires that the outdoor storage area be included in the calculations of the perimeter area. The landscape plan does not identify the perimeter of the outdoor storage area so with a condition of approval the landscape plan must be updated to account for the additional foundation plantings required by the code. Finally, the Code requires a minimum of 5% of the parking area to be landscaped with islands and peninsulas. Based on a parking area of 15,750 square feet a total of 787 square feet of landscaped area shall 5 be provided. The landscape plan meets the screening requirements of the code for parking and loading areas. No significant trees were identified in areas contained within the demolition plan, and therefore no replacement trees are required as part of the landscaping plan. Access and Parking Truck and car access into the site will be from a gated driveway from the south end of Canada Circle as no access is permitted from Highway 3 to the site. Access and egress to the site will be from Highway 3 to Canada Circle and then into the site. The Canada Circle and Highway 3 intersection will also have Boulder Avenue as a fourth leg of the intersection. Employee and visitor parking will be located on the east side of the facility which is on the opposite end of the access point to the site. The parking ratio required by the City Code is 1 stall/300 square feet gross for manufacturing business and 1 stall/200 square feet for office, which would make it a total of 211 stalls needed. The applicant is proposing to provide 54 parking stalls. The applicant stated in their narrative that due to their low employee density and their facility not being open to the public the required parking stalls are not needed for the site. Frana Companies plans on running one shift to start over the next few years with intentions of adding a second shift later on. With a total of 30 employees the applicant finds the 54 parking stalls to be sufficient for the site and that there is room on site for parking expansion if needed in the future. The proposed parking area features landscaping that meets the requirements of the City Code. A deviation to the code within the Planned Unit Development Master Development Plan to allow for fewer parking stalls than required will be implemented. A possible addition access point to the site will be from a potential railroad spur track that would be located in the southwestern portion of the site near the main entrance driveway that would lead to the outdoor storage area. No special city approvals are required for the extension of the rail spur, although it is reviewed as part of the grading permit. Site Lighting The applicant has provided a site lighting plan and accompanying photometric plan showing that the site lighting will not exceed 0.5 lumens at any residential property line or 1.0 lumen at any non-residential property lines. The applicant is proposing 20’ light poles throughout the site, which meets the City Code requirement for lighting height within the LI-Light Industrial zoning district. LED Wall pack lights are proposed on the site as well. Lighting is proposed around the principle building, which will illuminate the employee parking area and as well as lighting along the outdoor storage area. Signs Signs are generally approved administratively, but the applicant did provide plans that showed two proposed signs for the site. A free-standing sign near the entrance at Canada Circle and a wall sign on the front of the proposed manufacturing building. The location of the free-standing sign must be placed 10 feet back from the front property line. A sign permit application must be submitted and reviewed for compliance with the Code, and any issues will be addressed during that process. Utilities Municipal sewer and water exist within Canada Circle. Sanitary sewer to the site extends from an existing 6-inch service located in the northwest corner of the plat extending from Canada Circle. The sewer service is proposed to extend south within the plat to the building. Water will be serviced to the site by an 8-inch watermain stub located in the northwest corner of the plat, which is adjacent to the sanitary sewer stub. The watermain will need to be looped back to the watermain (hydrant) located in the Canada Circle cul-de- sac for water flow and quality purposes. Stormwater will be handled on site with a stormwater basin in the western portion of the site. Conditional Use Permit 6 A conditional use permit is required for this project to contain outdoor storage on the site. There are several conditions included in the City Code related to such a use in the LI-Light Industrial zoning district. In order for the conditional use permit to be approved, those conditions must be met in addition to the general standards for a conditional use permit found in Section 11-10-7 of the City Code, listed below. The following general conditions must be met in order to approve a Conditional Use Permit. 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. Finding: The public health, safety, or general welfare of the neighborhood or city will not be endangered by the proposed outdoor storage. 2. Will be harmonious with the objectives of the comprehensive plan and city code provisions. Finding: The site is guided for Business Park uses and the requested zoning of LI-Light Industrial is listed as an appropriate zoning classification for this site in the Comprehensive Plan. Office/warehouse and distribution centers are identified as appropriate uses. 3. Will be designed, constructed, operated and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. Finding: The principle structure is consistent in design and appearance with other structures in the Rosemount Business Park. The proposed outdoor storage will be landscaped and screened to minimize its impact on the existing character. 4. Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. Finding: The site will be served by both existing and new public facilities. There will be an extension of Canada Circle into the site, but existing sanitary sewer and watermain from Canada Circle will service the site. 5. Will not involve uses, activities, processes, material equipment and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. Finding: The proposed use is not anticipated to involve hazardous or detrimental activities, processes, material equipment, or conditions of operation. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. Finding: Access and egress to the site will be from Highway 3 to Canada Circle and then into the site. Staff finds that this will not significantly impact traffic on surrounding road ways. 7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. Finding: The site of the proposed use does not contain any natural scenic or historic features. 8. These standards apply in addition to specific conditions as may be applied throughout this code. Outdoor storage in the LI-Light Industrial zoning district is allowed, subject to the following conditions: 1. Outdoor display/storage or sales related to motor and recreational vehicle, trailer, boat, or agricultural 7 machinery sales or rental is prohibited. Finding: The outdoor storage area will not be related to motor and recreational vehicle, trailer, boat, or agricultural machinery sales or rental. 2. The site and building(s) shall be designed to limit the effects of outdoor storage on adjacent properties and public rights-of-way. Finding: The storage area is positioned behind the principal structure when viewed from Highway 3 and is not in direct view from County Road 46 due to the parcel to the south. The ponding area and landscaping associated with it will also shield the outdoor storage area form Canada Circle. 3. The outdoor storage area is limited to an area equal to fifty percent (50%) of the gross floor area of the principal building. Finding: The storage area is more than the allowed 50% of the gross floor area of the principle building. This will be addressed within the Planned Unit Development Master Development Plan to allow for the increased storage area square footage. 4. The storage area shall be clearly identified on the approved site plan for the project, may only be located in either a side or rear yard, and shall not encroach into any required setback. Finding: Based on the definition of a front yard in the Zoning Ordinance, the outdoor storage area is located within the rear yard area of the site. The minimum setback for accessory structures is 10’. The plans show the storage area show greater than 10 feet from the rear property line. 5. Any outdoor storage area shall be enclosed by a one hundred percent (100%) opacity screen to a height equal to the item being screened but not more than thirty-five feet (35'). Any portion of the storage area adjacent to a public right-of-way (ROW) or any nonindustrial use or district shall be screened by building(s) or screening wall(s) made of the same materials as the principal building and shall not extend more than seventy feet (70') without a change in architecture to reduce its mass and appearance. Those portions of the storage area adjacent to any industrial use or district may be screened by fencing or the like. Finding: The outdoor storage will be enclosed by an 8’ fence around the north, west and south area of the site. The building on site screens the outdoor storage from Highway 3 towards the east. The outdoor storage is located in the middle of the site and does not abut up to any roadway, screening along with the fence will be surrounding the perimeter of the site. 6. The storage area shall be surfaced with concrete or an approved equivalent to control dust. Finding: The storage area, as well as all improved areas of the site will be surfaced with either concrete or asphalt. 7. The storage area shall not take up, or interfere with access to, any required parking, loading, maneuvering or pedestrian area. Finding: Parking, loading, maneuvering, and pedestrian areas will not be impeded by the storage area. 8. The storage area shall be maintained in a neat and orderly fashion. Finding: It is in the interest of the applicant to ensure the area is maintained in a neat and orderly fashion. Any violations of this condition that are brought to the attention of City Staff will be enforced in accordance with standard procedures. 9. The perimeter measurement of the outdoor storage shall be included in the calculation of required foundation plantings. Finding: The applicant’s landscape plan does not consider the perimeter of the outdoor storage in its calculation of the amount of foundation plantings required. A condition of approval is that the landscape plan be updated to include those foundation planting. 8 10. No public address system shall be audible from a noncommercial or nonindustrial use or district. Finding: If the City is made aware of a violation of this condition, which is consistent with the noise ordinance within the City Code, enforcement will occur in accordance with standard procedures. CONCLUSION AND RECOMMENDATION Staff is recommending approval of the requests for a Preliminary Plat, Rezoning, Planned Unit Development Master Development Plan, and a Conditional Use Permit to construct a 61,050 square foot manufacturing facility with office space and outdoor storage, subject to the conditions listed in the recommended action. Staff is supportive of the use of the Planned Unit Development process to accommodate some of the specific needs of the developer. SITE LESSEE: FRANA COMPANIES 633 2ND AVE. SOUTH HOPKINS, MN 55343 PHONE: 952-935-8600 ARCHITECT: EDWARD FARR ARCHITECTS 7710 GOLDEN TRIANGLE DRIVE EDEN PRAIRIE, MN 55344 PHONE: 952-943-9660 CONTACT: ED FARR CIVIL ENGINEER: CIVILSITE GROUP 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 PHONE: 612-615-0060 x702 CONTACT: PATRICK SARVER LANDSCAPING: CIVILSITE GROUP 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 CONTACT: PATRICK SARVER PROPERTY OWNER: BMR HOLDINGS LLC 633 2ND AVE. SOUTH HOPKINS, MN 55343 PHONE: 952-935-8600 Rober t Tr ai l Sout h160 TH STREET WESTCANADA CIRCLESITE CIVIL ARCHITECTURAL SHEET INDEX: A0 COVER SHEET C0.0 TITLE SHEET V1.0 SITE SURVEY V2.0 PRELIMINARY PLAT C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES & DETAILS A1 ARCHITECTURAL SITE PLAN & SIGNAGE PLAN A2 FLOOR PLAN A3 EXTERIOR ELEVATIONS A4 PERSPECTIVE VIEWS SITE PHOTOMETRIC PLANS 1 SITE PHOTOMETRIC PLAN (11" x 17") 2 NIGHT LIGHTING RENDERINGS (11" x 17") Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/30/2022 5:57:06 AMA022.030 COVER SHEET 05/27/2022 16362 EAF FRANA MANUFACTURING PLANT 15902 Robert Trail South Rosemount, MN 15902 Robert Trail South Rosemount, Minnesota Frana Manufacturing Plant VICINITY MAP: ZONING REVIEW 05/27/2022 REVISED ZONING SUBMITTAL 06/28/2022 BUILDING PERSPECTIVE FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202244263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............FRANA PRODUCTION FACILITYROSEMOUNT, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: REVISED ZONING SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: XXXXXX612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANC2.0SITE PLANCIVIL DETAILSC1.0REMOVALS PLANC5.2CIVIL DETAILSKnow what'sbelow.before you dig.CallRGZA GEOENVIRONMENTAL, INC.17975 WEST SARAH LANE, #100BROOKFIELD, WI 53045CONTACT: AUBREY DUNSHEE562-754-2560L1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:EDWARD FARR ARCHITECTS, INC7710 GOLDEN TRIANGLE DRIVEEDEN PRAIRIE, MN 55344CONTACT: EDWARD FARRE.FARR@EDFARRARCH.COM952-943-9660CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060FRANA COMPANIES, INC.633 2ND AVE. S,HOPKINS, MN 55343CONTACT: BRANDON GESSBGESS@FRANA.COM651-214-2096PRELIMINARY PLATV2.0 PID: 340321070024Address: 15902 Robert Trail SBituminous DrivewayChain LinkFenceROBERT TRAIL SOUTH(A Public R/W)(A Public R/W)PID: 340321070019Address: UnassignedPID: 340321070014Address: 15640 Canada CirOwner: Michael S MurgicPID: 340321073012Address: 15938 Canada CirOwner: NGL Supply Terminal Company LLCPID: 340321070025Address: UnassignedOwner: Dovestone LLCNO BUILDINGSNO BUILDINGSS89°40'23"W 499.45N89°40'49"E 812.50S23°38'34"W68.03 389.72Δ=16°27'01"R=1357.39 S89°40'23"W 581.57N00°12'23"E 361.42 N89°34'04"E129.6365.48Δ=13°43'45"R=273.25S68°02'03"E109.36[A] Gravel Crosses Property Line12" DIPSMH (Loc. Per Record)Rim = 957.3 +/- (Rec.)Inv= 926.7 +/- (Rec.)SMH (Loc. Per Record)Rim = 952.1 +/- (Rec.)Inv= 927.5 +/- (Rec.)8" PVC (Rec)8" PVC (Rec)30" RCP (Rec)15" RCP (Rec)15" RCP (Rec) 15" RCP 30" RCP (Rec)36" RCP (Rec)48" RCP (Rec)24" RCP (Rec)21" RCP (Rec)18" RCP (Rec)18" RCP (Rec) 8" PVC 12" DIP 12" DIPCANADA CIRCLE12"CIP 12" DIP (Rec)12" DIP (Rec)12" DIP (Rec)[12] Drainageand UtilityEasement PerDocumentNo. 1944201[6] Communication EasementPer Document No. 476645[12] Drainageand UtilityEasement PerDocumentNo. 1944201Point of Beginningof Parcel 1S24°50'21"E 180.6012" DIP10" DIP (Rec)SMH (Loc. Per Record)Inv= 914.91 (Rec.)SMH (Loc. Per Record)Inv= 916.13 S (Rec.)Inv=915.96 W (Rec.)6" PVC San. Stub (Per Record)Inv= 938.14 (Rec.)10" D IP San . S tub (Pe r Reco rd ) Inv= 915 .94 (Rec . )SMH (Loc. Per Record)Inv= 927.46 SW (Rec.)Inv=912.09 NE/NW (Rec.)8" PVC6" PVC San. Stub (Per Record)Inv= 931.50 (Rec.)12" DIP12" DIP 12" DIP12" DIP48" RCP (Rec)15" RCP (Rec) N00°12'23"E 390.95 (N00°32'00"E)(West 580.96)(390.00)(16°27'44")(S23°59'51"W)(East 812.26)572.18Δ=24°14'43"R=1352.16(West)N00°12'23"E 812.38 (N00°32'00"E 812.42)N Line of the S 1/2 of the SW 1/4of Sec. 32, Twp. 115, Rng. 19W Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258S Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258Described Line (Parcel 2)Described Line (Parcel 2)(N00°32'00"E)E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77& Dakota Co. Dakota Co. Road R.O.W. Map No. 258(STATE TRUNK HWY. NO. 3)[7] Access Control PerDakota Co. Dakota Co.Road R.O.W. Map No. 258[7]GravelUnderground Gas Line PerFound Gas Pipeline Warning Signs.Line Not Marked at Time of SurveyCONSTRUCTION LIMITSREMOVE EXISTINGCURB ANDGUTTER, TYP.NO EXISTING BUILDINGS ON SITE /CLEAR AND GRUB SITEEXITING GRAVEL AND FENCE WILLBE REMOVED BY OTHERS BEFORECONSTRUCTION STARTSLOCATE EXISTING UNDERGROUNDWELLS ON SITE. CAP ANDABANDON PER MPCAREQUIREMENTSPROTECT EXISTINGSIGNSREMOVE EXISTINGSIGNSREMOVALS LEGEND: FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202244263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-006001" = 50'-0"50'-0"25'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS11.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THECONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER. PID: 340321070024Address: 15902 Robert Trail SBituminous DrivewayChain LinkFenceROBERT TRAIL SOUTH(A Public R/W)(A Public R/W)PID: 340321070019Address: UnassignedPID: 340321070014Address: 15640 Canada CirOwner: Michael S MurgicPID: 340321073012Address: 15938 Canada CirOwner: NGL Supply Terminal Company LLCPID: 340321070025Address: UnassignedOwner: Dovestone LLCNO BUILDINGSNO BUILDINGSS89°40'23"W 499.45N89°40'49"E 812.50S23°38'34"W68.03 389.72Δ=16°27'01"R=1357.39 S89°40'23"W 581.57N00°12'23"E 361.42 N89°34'04"E129.6365.48Δ=13°43'45"R=273.25S68°02'03"E109.3612" DIPSMH (Loc. Per Record)Rim = 957.3 +/- (Rec.)Inv= 926.7 +/- (Rec.)SMH (Loc. Per Record)Rim = 952.1 +/- (Rec.)Inv= 927.5 +/- (Rec.)8" PVC (Rec)8" PVC (Rec)30" RCP (Rec)15" RCP (Rec)15" RCP (Rec) 15" RCP 30" RCP (Rec)36" RCP (Rec)48" RCP (Rec)24" RCP (Rec)21" RCP (Rec)18" RCP (Rec)18" RCP (Rec) 8" PVC 12" DIP 12" DIPCANADA CIRCLE12"CIP 12" DIP (Rec)12" DIP (Rec)12" DIP (Rec)[12] Drainageand UtilityEasement PerDocumentNo. 1944201[6] Communication EasementPer Document No. 476645[12] Drainageand UtilityEasement PerDocumentNo. 1944201Point of Beginningof Parcel 1S24°50'21"E 180.6012" DIP10" DIP (Rec)SMH (Loc. Per Record)Inv= 914.91 (Rec.)SMH (Loc. Per Record)Inv= 916.13 S (Rec.)Inv=915.96 W (Rec.)6" PVC San. Stub (Per Record)Inv= 938.14 (Rec.)10" D IP San . S tub (Pe r Reco rd ) Inv= 915 .94 (Rec . )SMH (Loc. Per Record)Inv= 927.46 SW (Rec.)Inv=912.09 NE/NW (Rec.)8" PVC6" PVC San. Stub (Per Record)Inv= 931.50 (Rec.)12" D IP 12" DIP 12" DIP12" DIP48" RCP (Rec)15" RCP (Rec) N00°12'23"E 390.95 (N00°32'00"E)(West 580.96)(390.00)(16°27'44")(S23°59'51"W)(East 812.26)572.18Δ=24°14'43"R=1352.16(West)N00°12'23"E 812.38 (N00°32'00"E 812.42)N Line of the S 1/2 of the SW 1/4of Sec. 32, Twp. 115, Rng. 19W Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258S Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258Described Line (Parcel 2)Described Line (Parcel 2)(N00°32'00"E)E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77& Dakota Co. Dakota Co. Road R.O.W. Map No. 258(STATE TRUNK HWY. NO. 3)[7] Access Control PerDakota Co. Dakota Co.Road R.O.W. Map No. 258[7]Underground Gas Line PerFound Gas Pipeline Warning Signs.Line Not Marked at Time of SurveyA3 1 A3 3 A3 2 A3 4 UTILITY ROOM :$R(+OU6( 6) O))I&( 6)20' PARKING SETBACK40' BUILDING SETBACK20' PARKING SETBACK20' PARKING SETBACK40' BUILDING SETBACK40' BUILDING SETBACK60.0'75.6'21.0'OUTDOOR CONC.PATIO (APPROX 300 SF)BIT. PVMT.,TYP97.0'BIT. PVMT.,TYPCONC. SLAB (APPROX49,087 SF)OUTDOORFORKLIFTPICKUPLOADING218.1'CONC.WALK, TYP25.9' 24.0'R20.0'24.0'19.0'272731.4'16.6'16.0'PARKING:54 TOTAL SPACESINCL 3 HC SPACES20' PARKING SETBACK40' BUILDING SETBACKFUTURE PAVEMENT AREAAPPROX POND AREAROLLING GATE8' FENCE (TYP)8' FENCE (TYP)ROLLING GATE64.8'R20.0'R20.0'R100.0'R60.0'FUTUTRE RAIL SPUR WITHFUTURE PAVEMENTBIT. PVMT.,TYPABOVE GROUND INFILTRATION BASINBOT= 943.50100 YR HWL = 946.45 (NO OUTFLOW)EOF=945.39B612 CURB ANDGUTTER TYP.3' CURB TAPERB612 CURBAND GUTTERTYP.30.0'28.0'20.0'BIT. PVMT.,TYPCONCRETEAPRON PER CITYSTANDARDSCONSTRUCTION LIMITS20.0'72.0 ' 46.9' 49.9' 24.0'R50.0'R50.0'27.7' 20.0'20.0 '96.5'3' BERM (TYP)3' BERM (TYP)3' BERM (TYP) FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202224904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOPERVIOUS PAVEMENT (IF APPLICABLE) - CONCRETEPAVER PERVIOUS SYSTEM. INCLUDE ALL BASEMATERIAL AND APPURTENANCES AS SPECIFIED PERMANUFACTURER SPECIFICATIONS & INSTRUCTIONS.MAKE: BELGARD, OR EQUIVILANTMODEL: AQUASTONE, OR EQUIVILANTCOLOR: T.B.D. - PROVIDE SAMPLES, SHOP DRAWINGS & PRODUCT DATA REQUIRED PRIORTO CONSTRUCTION.SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BIDFOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONSOF BASE MATERIAL AND OTHER NECESSARYCOMPONENTS.1. STAMPED & COLORED CONCRETE2. CONCRETE PAVERSMAKERS, COLORS, MODELS, & PATTERN TO BEINCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TOCONSTRUCTION.ACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIORTO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAIL PID: 340321070024Address: 15902 Robert Trail SBituminous DrivewayChain LinkFenceROBERT TRAIL SOUTH(A Public R/W)(A Public R/W)PID: 340321070019Address: UnassignedPID: 340321070014Address: 15640 Canada CirOwner: Michael S MurgicPID: 340321073012Address: 15938 Canada CirOwner: NGL Supply Terminal Company LLCPID: 340321070025Address: UnassignedOwner: Dovestone LLCNO BUILDINGSNO BUILDINGSS89°40'23"W 499.45N89°40'49"E 812.50S23°38'34"W68.03 389.72Δ=16°27'01"R=1357.39 S89°40'23"W 581.57N00°12'23"E 361.42 N89°34'04"E129.6365.48Δ=13°43'45"R=273.25S68°02'03"E109.3612" DIPSMH (Loc. Per Record)Rim = 957.3 +/- (Rec.)Inv= 926.7 +/- (Rec.)SMH (Loc. Per Record)Rim = 952.1 +/- (Rec.)Inv= 927.5 +/- (Rec.)8" PVC (Rec)8" PVC (Rec)30" RCP (Rec)15" RCP (Rec)15" RCP (Rec) 15" RCP 30" RCP (Rec)36" RCP (Rec)48" RCP (Rec)24" RCP (Rec)21" RCP (Rec)18" RCP (Rec)18" RCP (Rec) 8" PVC 12" DIP 12" DIPCANADA CIRCLE12"CIP 12" DIP (Rec)12" DIP (Rec)12" DIP (Rec)[12] Drainageand UtilityEasement PerDocumentNo. 1944201[6] Communication EasementPer Document No. 476645[12] Drainageand UtilityEasement PerDocumentNo. 1944201Point of Beginningof Parcel 1S24°50'21"E 180.6012" DIP10" DIP (Rec)SMH (Loc. Per Record)Inv= 914.91 (Rec.)SMH (Loc. Per Record)Inv= 916.13 S (Rec.)Inv=915.96 W (Rec.)6" PVC San. Stub (Per Record)Inv= 938.14 (Rec.)10" D IP San . S tub (Pe r Reco rd ) Inv= 915 .94 (Rec . )SMH (Loc. Per Record)Inv= 927.46 SW (Rec.)Inv=912.09 NE/NW (Rec.)8" PVC6" PVC San. Stub (Per Record)Inv= 931.50 (Rec.)12" DIP12" DIP 12" DIP12" DIP48" RCP (Rec)15" RCP (Rec) N00°12'23"E 390.95 (N00°32'00"E)(West 580.96)(390.00)(16°27'44")(S23°59'51"W)(East 812.26)572.18Δ=24°14'43"R=1352.16(West)N00°12'23"E 812.38 (N00°32'00"E 812.42)N Line of the S 1/2 of the SW 1/4of Sec. 32, Twp. 115, Rng. 19W Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258S Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258Described Line (Parcel 2)Described Line (Parcel 2)(N00°32'00"E)E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77& Dakota Co. Dakota Co. Road R.O.W. Map No. 258(STATE TRUNK HWY. NO. 3)[7] Access Control PerDakota Co. Dakota Co.Road R.O.W. Map No. 258[7]Underground Gas Line PerFound Gas Pipeline Warning Signs.Line Not Marked at Time of SurveyA3 1 A3 3 A3 2 A3 4 UTILITY ROOM :$R(+OU6( 6) O))I&( 6)ABOVE GROUND INFILTRATION BASINBOT= 943.50100 YR HWL = 946.45 (NO OUTFLOW)EOF=945.39CONSTRUCTION LIMITSGZ-5GZ-3GZ-1GZ-2GZ-6GZ-4 FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202224904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.ST-XSOIL BORING - POINTS PID: 340321070024Address: 15902 Robert Trail SBituminous DrivewayChain LinkFenceROBERT TRAIL SOUTH(A Public R/W)(A Public R/W)PID: 340321070019Address: UnassignedPID: 340321070014Address: 15640 Canada CirOwner: Michael S MurgicPID: 340321073012Address: 15938 Canada CirOwner: NGL Supply Terminal Company LLCPID: 340321070025Address: UnassignedOwner: Dovestone LLCNO BUILDINGSNO BUILDINGSS89°40'23"W 499.45N89°40'49"E 812.50S23°38'34"W68.03 389.72Δ=16°27'01"R=1357.39 S89°40'23"W 581.57N00°12'23"E 361.42 N89°34'04"E129.6365.48Δ=13°43'45"R=273.25S68°02'03"E109.3612" DIPSMH (Loc. Per Record)Rim = 957.3 +/- (Rec.)Inv= 926.7 +/- (Rec.)SMH (Loc. Per Record)Rim = 952.1 +/- (Rec.)Inv= 927.5 +/- (Rec.)8" PVC (Rec)8" PVC (Rec)30" RCP (Rec)15" RCP (Rec)15" RCP (Rec) 15" RCP 30" RCP (Rec)36" RCP (Rec)48" RCP (Rec)24" RCP (Rec)21" RCP (Rec)18" RCP (Rec)18" RCP (Rec) 8" PVC 12" DIP 12" DIPCANADA CIRCLE12"CIP 12" DIP (Rec)12" DIP (Rec)12" DIP (Rec)[12] Drainageand UtilityEasement PerDocumentNo. 1944201[6] Communication EasementPer Document No. 476645[12] Drainageand UtilityEasement PerDocumentNo. 1944201Point of Beginningof Parcel 1S24°50'21"E 180.6012" DIP10" DIP (Rec)SMH (Loc. Per Record)Inv= 914.91 (Rec.)SMH (Loc. Per Record)Inv= 916.13 S (Rec.)Inv=915.96 W (Rec.)6" PVC San. Stub (Per Record)Inv= 938.14 (Rec.)10" D IP San . S tub (Pe r Reco rd ) Inv= 915 .94 (Rec . )SMH (Loc. Per Record)Inv= 927.46 SW (Rec.)Inv=912.09 NE/NW (Rec.)8" PVC6" PVC San. Stub (Per Record)Inv= 931.50 (Rec.)12" DIP12" DIP 12" DIP12" DIP48" RCP (Rec)15" RCP (Rec) N00°12'23"E 390.95 (N00°32'00"E)(West 580.96)(390.00)(16°27'44")(S23°59'51"W)(East 812.26)572.18Δ=24°14'43"R=1352.16(West)N00°12'23"E 812.38 (N00°32'00"E 812.42)N Line of the S 1/2 of the SW 1/4of Sec. 32, Twp. 115, Rng. 19W Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258S Line of Parcel 9 perDakota Co. Road R.O.W.Map No. 258Described Line (Parcel 2)Described Line (Parcel 2)(N00°32'00"E)E Line of State Trunk Highway No. 3 per MNDOT R.O.W. Plat No. 19-77& Dakota Co. Dakota Co. Road R.O.W. Map No. 258(STATE TRUNK HWY. NO. 3)[7] Access Control PerDakota Co. Dakota Co.Road R.O.W. Map No. 258[7]Underground Gas Line PerFound Gas Pipeline Warning Signs.Line Not Marked at Time of SurveyA3 1 A3 3 A3 2 A3 4 UTILITY ROOM :$R(+OU6( 6) O))I&( 6)ABOVE GROUND INFILTRATION BASINBOT= 943.50100 YR HWL = 946.45 (NO OUTFLOW)EOF=945.39CONSTRUCTION LIMITSHDS 2SCICLONESC-4-VOREQUALGRATE=949.00IE=935.70SUMP=930.70INSTALLEDPERMANUFACTURERHDS 1SCICLONESC-4-VOREQUALRIM=947.86IE=935.94SUMP=930.94INSTALLEDPERMANUFACTUREROCS 1GRATE=945.50IE IN=944.20IEOUT=944.20SUMP=942.20INCLUDESNOUTFOR15"OUTLETSEESHEETC5.1EX. CBRIM=MATCH EXISTINGIE=944.48CORE DRILL NEWCONNECTION TOEXISTING MH26 LF 15"HDPE STORM@ 2.00%STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=COORD. W/MECH'LMAKE WET TAPCONNECTION TOEXISTING WATERMAIN, COORD. WITHCITY285 LF 6" PVC SDR 26SANITARY SERVICE@ 4.94%AND TRACER WIREMAKE CONNECTIONTO EXISTINGSANITARY SEWEREX IE=938.14(FIELD VERIFY)6" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LPROPOSED GATEVALVE AND VALVE BOX6" DIP WATER SERVICECLEANOUTSCB 11RIM=958.17IE=938.76CB 12DOUBLE INLETRIM=953.37IE=939.70CB 21GRATE=955.79IE=937.40CB 22RIM=954.85IE=938.66SANMH 1ARE=956.80IE IN=IE OUT=940.09CB 23RIM=956.03IE=940.17CB 13RIM=955.44IE=941.23339 LF12"HDPESTORM@0.50%251 LF8" HDPESTORM@0.50%301 LF8" HDPESTORM@0.50%39 LF12"HDPESTORM@0.50%88 LF 12"HDPE STORM@ 0.50%563 LF12"HDPESTORM@0.50%188 LF8" HDPESTORM@0.50%306 LF 8"HDPESTORM@ 0.50%FES 1IE=935.50FES 2IE=935.50DS 1112 LF 4" PVCSEE DETAILSHT C5.0DS 1212 LF 4" PVCSEE DETAILSHT C5.0DS 1312 LF 4" PVCSEE DETAILSHT C5.0DS 1410 LF 4" PVCSEE DETAILSHT C5.0DS 229 LF 4" PVCSEE DETAILSHT C5.0DS 3229 LF 4" PVCSEE DETAILSHT C5.0DS 3187 LF 4" PVCSEE DETAILSHT C5.0406 LF 6"PVC@ 0.50%76 LF 6"PVC@ 0.50%86 LF 6"PVC@ 0.50%57 LF 6"PVC@ 0.50%40 LF 8"PVC@ 0.50%DS 2310 LF 4" PVCSEE DETAILSHT C5.0122 LF 6"PVC @ 0.50% FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202244263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONSFROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN ANDSERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THEOWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESSOTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTMF794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICALPLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONSARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTHWATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALLUTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THECITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS ANDCITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENTCONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BEESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTEDWITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THEREQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEETOWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEERUPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENTRUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHERSTRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUSTBE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACHDIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORTRECOMMENDATIONS AND REQUIREMENTS. FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202244263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............6"8"12"13 1/2"6"1/2" RADIUSFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSCLASS V AGGREGATE SUBBASE-SEEBITUMINOUS PAVEMENT DETAIL (6" MIN.)FINISHED GRADE0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPEGUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPESAWAY FROM CURB. SEE PLANN T SB-612 CONCRETE CURB AND GUTTER7"37"20"FINISHED GRADESLOPE GUTTER 3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONSCONTINUOUS SLOPE CONCRETE CURBAND GUTTERPAVEMENT MATERIALSSEE DETAIL6"6"RIBBON CURBN T S4FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.W1.6 X W1.6 WIRE MESH AND CHAIRS ASSPECIFIEDCONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)68"AS REQUIREDCONCRETE THRUST BLOCKWATERMAINGATE VALVEREFER TO DRAWINGSFOR SIZESVALVE BOXFINISH GRADECOVER SHALL BESTAMPED WITH "WATER"GATE VALVE BOXN T SADJUST TOP TO 1/2" BELOW FINISHEDPAVEMENT GRADE OR 1" BELOW FINISHEDTURF GRADE. SET SO AS TO PROVIDE 12" OFUPWARD ADJUSTMENT.10BENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IFNECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREASAND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL.5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOILBEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARINGSTRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSEACH AREA IS 1/2 OFTABULATED AREAPLUGGED TEEPLUG OR CAP1/4" PLYWOODOVER FACEOF BOLTSA1A2NOMINALFITTING SIZE(INCHES)TYE, WYE,PLUG, OR CAP90° BEND,PLUGGEDCROSSTEE PLUGGEDON RUNA1A245°BEND22.5°BEND11.25°BEND41.01.41.91.41.0--62.13.04.33.01.61.0-105.98.411.88.44.62.61.2128.512.017.012.06.63.41.71411.516.323.016.38.94.62.31615.021.330.021.311.66.03.01819.027.038.027.014.67.63.62023.533.347.033.318.19.44.72434.048.068.048.026.213.66.863.85.37.65.42.91.51.0THRUST BLOCKN T S86" PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH 6" 4" 6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED I A DIA + 3'UTILITY PIPE11EXTEND POST PAST TOP OF POST10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SANDCONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGN 1/2"MATERIAL VARIES-SEE PLANMETAL SIGN ACCORDINGTO MN STATE CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.ACCESSIBLE SIGN AND POSTN T S1'-6"6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIED1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPEGALVANIZED STEEL FASTENER(TYP. OF 2)107.5' MINIMUM 2.0'FINISHGRADETRAFFIC FLANGE2" ABOVE GRADEHYDRANT, HEIGHT VARIESREFER TO DETAIL7.5' MIN. COVER6" GATE VALVEMECH. JOINTS6" D.I.P. LEADTEE2-3/4" TIE RODS8" CONCRETETHRUST BLOCKS4" x 4" THRUSTBLOCK4" x 4"VERTICALBLOCK1 CU. YD. GRAVEL 3/4"+ COVER WITH POLYETHLENEHYDRANT MARKERFIRE HYDRANTN T S8C5.07512"2'-0"1'-0"CONCRETEVALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BEPLACED BY PAVINGCONTRACTOR111'-0" TYP.VALLEY GUTTERN T S7"5HEAVY DUTY BITUMINOUS PAVEMENT8" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)2" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T S1NOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.LIGHT DUTY BITUMINOUS PAVEMENT6" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.2DOWNSPOUT TO PIPE CONNECTIONN T SVARIES 12"8"6"TYPBUILDING DOWNSPOUTREFER TO ARCH'LEXTEND DOWNSPOUT ANDPOINT DOWN OVERCENTER OF GRATE8"X8" NYLOPLASTRECTANGULAR, LOCKING,DUCTILE IRON GRATE, ORAPPROVED EQUIVALENTCOMPACTED SOIL8" GRATE TO 4" PIPE INLINEDRAIN ADAPTER4" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)CONCRETE COLLAR ONCOMPACTED BACK FILL4" PVC LONG RADIUS 14BEND SEWER ELBOW4" PVC SEWER PIPECRUSHED ANDCOMPACTED STONESLOPE TODRAINSLOPE TODRAIN12 FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202244263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S5 FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202244263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............ S89°40'23"W 499.45N89°40'49"E 812.50S23°38'34"W68.03 389.72Δ=16°27'01"R=1357.39 S89°40'23"W 581.57N00°12'23"E 361.42 N89°34'04"E129.6365.48Δ=13°43'45"R=273.25S68°02'03"E109.36S24°50'21"E 180.60N00°12'23"E 390.95 572.18Δ=24°14'43"R=1352.16N00°12'23"E 812.38 3 - AN5 - BL6 - SH5 - EK6 - BL6 - UP15 - AC10 - BF2 - QE23 - QE23 - AN3 - CV2 - AN2 - AN2 - CA31 - CA31 - CV1 - CV1 - CA31 - CV1 - CA31 - CV1 - CA31 - CA31 - CA31 - CA31 - CA35 - AN2 - CA31 - CV3 - QB2 - PK23 - QB3 - QB3 - QB3 - PK23 - QB2 - QB3 - PK22 - QBREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............ FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202224904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-006001" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRLEGENDEDGINGLANDSCAPE NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTERINSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER ORTO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEWLANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATIONOF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THESCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUTTHE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SODAS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES,LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINALLOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'SACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPECONTRACTOR'S ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLYPROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDEHEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICINGFROM OWNER, PRIOR TO INSTALLATION.1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FORREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BEPER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITHTHE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICEAND METERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OFPAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL"ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITYGRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREASWHENEVER POSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMONWIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABELOR COLOR CODE ALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS ORARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVELUNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:LANDSCAPE REQUIREMENTS TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYAN15Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&BNATIVE CULTIVARYSH6Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM2.5" Cal. B&BNATIVE CULTIVARNEK5Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVARNQB19Swamp White Oak / Quercus bicolor2.5" Cal. B&BNATIVEYQE25Northern Pin Oak / Quercus ellipsoidalis2.5" Cal. B&BNATIVEBL11Boulevard Linden / Tilia americana `Boulevard`2.5" Cal. B&BNATIVE CULTIVARYUP6American Elm / Ulmus americana `Princeton`2.5" Cal. B&BNATIVE CULTIVARYEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYBF10Balsam Fir / Abies balsamea6` B&BNATIVEAC15White Fir / Abies concolor6` B&BNOT NATIVEPK28Eastern Larch / Larix laricina6` B&BNATIVEORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYCA312American Hornbeam / Carpinus caroliniana2" Cal. B&BNATIVEYCV9Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM1.5" Cal. B&BNATIVEYSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYAB229Low Scape Hedger Black Chokeberry / Aronia melanocarpa 'UCONNAM166' TM#5 CONTNATIVE CULTIVARYCM11Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONTNATIVE CULTIVARYHA18Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONTNOT NATIVEYHG218Gemo St. Johnswort / Hypericum kalmianum `Gemo`#2 CONTNATIVE CULTIVARYSS8Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONTNOT NATIVEYTT29Taunton`s Yew / Taxus x media `Tauntonii`#5 CONTNOT NATIVENGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYBB9Blonde Ambition Blue Grama / Bouteloua gracilis `Blonde Ambition`#1 CONTNATIVE CULTIVARYPLANT SCHEDULEGROUND COVERSCOMMON / BOTANICAL NAMESIZEShooting Star Dry Short Parairie Mix / Dry Short Prairie Seed MixShooting Star Native Seed: Dry Short Prairie Seed Mix.Seed MixLower Basin Native Seed MixMNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDINGMANUAL SPECIFICATIONS (2014)Seed MixRock Maintanence Strip / Rock Maintanence Strip1" River rock over filter fabric, include edging as shown &needed. See detail.MulchBlue Grass Based / SodCommercial grade, locally grown, "Big Roll" preferredSodTurf Seed Low Grow MixSeed MixPLANT SCHEDULE3 - HA3 - HA3 - HA8 - SS15 - AB211 - CM3 - HA5 - HG23 - HA4 - AB26 - AB25 - HG24 - HG24 - HG29 - BB23 - TT4 - AB26 - TT3 - HAREVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS............ FRANA PROD. FACILITY CANADA CIRCLE & SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 633 2ND AVE. S, HOPKINS, MN 55343 FRANA COMPANIES, INC. PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2208106/10/22CITY RESUBMITTAL06/28/22REVISED ZONING SUBMITTAL........05/27/22CITY SUBMITTALDRAWN BY:REVIEWED BY:EH,PSPS..............COPYRIGHT CIVIL SITE GROUP INC.c202224904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.06/28/22Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT201" = 10'-0"10'-0"5'-0"NFRONT ENTRANCE LANDSCAPE ENLARGEMENT1DECIDUOUS & CONIFEROUS TREE PLANTING ON SLOPEN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECTTO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE)STAKING REQUIRED - TWO 2"X4"X8' WOODEN STAKES,STAINED BROWN WITH TWO STRANDS OF WIRE TWISTEDTOGETHER. STAKES SHALL BE PLACED AT OPPOSITE EACHOTHER - ONE UP HILL ONE DOWN HILL. WIRE SHALL BETHREADED THROUGH NYLON STRAPPING WITH GROMMETS.ALTERNATE STABILIZING METHODS MAY BE PROPOSED BYCONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADE, ENSURE ROOT CROWN IS AT FINISH ELEV.MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FORMULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNKFINISH GRADE - 3:1 SLOPE SHOWN FOR REFERENCE, SEEGRADING & LANDSCAPE PLANS FOR PROPOSED SITECONDITIONS. TREES SHALL NOT BE PLANTED ON SLOPESGREATER THAN 3:1.REMOVE WIRE BASKET IF PRESENT. CUT AND REMOVEBURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYVERTICAL SIDES OF PLANTING HOLE REQUIRED TO MINIMIZESLOPE DISRUPTIONBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL, DESIGN OF BEDS OROVERALL PLANT PLACEMENT, AND SLOPE.CONSTRUCT SOIL WATERING RING AROUND TREEENSURE ROOT BALL "SHOULDER" IS COMPLETELY BURIED INGROUND AND/OR NEW WATERING RING SOILROOT BALL + 12"PER SIDE5 FRANA MANUFACTURING PLANT 06/28/2022 TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN Comp carts Label printer Monet Automated Web Saw Plates Comp carts Table 1 Plates Cart of Chords Cart of Chords Comp carts Table 2 Chord carts Table 1 Chord carts Table 2 Holtec Lumber InventoryCart of Chords Cart of Chords Cart of Chords Cart of Chords Cart of Chords Cart of Chords Vert Web InventoryTable 2ReturnTable 1 Cart of ChordsCart of ChordsCart of ChordsCart of ChordsLumber infeed Lumber infeed Lumber infeed Vert Web InventoryLumber infeed POP-UP BARREL ROLLERS6 5 4 3 2 1 SUBFLOOR INVENTORY RIM BOARD INVENTORY Truss asm table STACKER WIP Truss asm table STACKER WIP SplicerChord OUT IN IN OUT DUST COLLECTOR COMPRESSOR ROOM POP-UP BARREL ROLLERSPOP-UP BARREL ROLLERSPOP-UP BARREL ROLLERSPOP-UP BARREL ROLLERSPOP-UP BARREL ROLLERSSTRONGBACK INVENTORY SAW MITRE SAW MITRE SAW MITRE RIM BOARD DESK Rim Layout & Prep MITER SAW 2X4 and 2x6 lumber 2x4 Templates Framing ComponentCartWIP BLKG TRASH Framing ComponentFraming ComponentCartFraming ComponentCartFraming ComponentCartFraming ComponentCartOUTBOUNDINBOUND CARTS (RIM, STRONGBACKS, BEARING) CARTS CARTS 3 CARTS PER STATION Framing ComponentCartFraming Component Cart SAW HOLDTRASH BLKG BLKG Framing ComponentCartFraming Component Cart SAW HOLDTRASH BLKG BLKG Framing ComponentCartFraming Component Cart SAW HOLDTRASH BLKG BLKG Lumber storage / Future Mfg DUMPSTER AREA PLATE INVENTORYPLATE INVENTORY Infeed conveyor Outfeed Holtec Saw Holtec Lumber Infeed Area Holtec Outfeed Area DUMPSTER AREA120V15 AMPREQUIRED120V15 AMPREQUIRED2 1 0 3 ' - 9 " 955 A3 1 A3 2 A3 4 A3 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A B C 2 3/4"396' - 0"2 3/4"142' - 0"36' - 8" 42' - 0" 42' - 0" 42' - 0" 42' - 0" 24' - 4" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 24' - 6"2 3/4"71' - 0"71' - 0" 2 3/4" FACTORY 56,732 SF OFFICE 4,318 SF 21' - 0" 21' - 0" 21' - 0" 21' - 0" 24' - 4" 23' - 9" 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 RACKS COUNTER117 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/29/2022 1:04:26 PMA222.030 FLOOR PLAN 05/27/2022 16362 EAF FRANA MANUFACTURING PLANT 15902 Robert Trail South Rosemount, MN SCALE:1/16" = 1'-0"A2 1 FLOOR PLAN N 0'8'16' 32' ZONING REVIEW 05/27/2022 REVISED ZONING SUBMITTAL 06/28/2022 ROOM SCHEDULE 100 VESTIBULE 101 BREAKROOM 102 LOBBY 103 MENS RESTROOM 104 W0MENS RESTROOM 105 CLOSET 106 CLOSET 107 OFFICE 108 CONFERENCE 109 SERVER ROOM 110 TOOL ROOM 111 MECHANICAL ROOM 112 OPEN OFFICE 113 WORK ROOM 114 JANITOR 115 STORAGE 116 FACTORY 117 COMPRESSOR ROOM T/WALL 121' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A3 5 12 17 4 5 8 RIDGE 127' -9 3/4" T/BRICK 118' -0" 6 15 12 61213 1818 6 12 6 12 13 T/WALL 121' -0" FLOOR 1 100' -0" 1234567891011121314 10 11 1 24 10 3 14 RIDGE 127' -9 3/4" FLOOR 1 100' -0" ABC 11 4 10 12 313 T/BRICK 118' -0" T/HIGHWALL 128' -0" 6 LINE OF ROOF BEHIND A B C 11 4 10 123 6 LINE OF ROOF BEHIND 18 13 T/WALL 121' -0" FLOOR 1 100' -0" 6 8 13 T/BRICK 118' -0" 12 5 18 SIGN 1 METAL WALL PANEL DARK METAL WALL PANEL LIGHT TIMBER BRICK -ASH BRICK PLATINUM LIMESTONE MATERIALS Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/29/2022 3:18:17 PMA322.030 ELEVATIONS 05/27/2022 16362 EAF FRANA MANUFACTURING PLANT 15902 Robert Trail South Rosemount, MN SCALE:1/16" = 1'-0"A3 1 EAST ELEVATION SCALE:1/16" = 1'-0"A3 4 WEST ELEVATION SCALE:1/16" = 1'-0"A3 2 NORTH ELEVATION SCALE:1/16" = 1'-0"A3 3 SOUTH ELEVATION SCALE:1/8" = 1'-0"A3 5 ENLARGED ENTRY ELEVATION MATERIALS 1 STANDING SEAM ROOF 2 DOWNSPOUT & GUTTER 3 VERTICAL RIBBED METAL WALL PANEL 4 GLAZED ALUMINUM WINDOW 5 LARGE TIMBER FRAMED CANOPY 6 LIMESTONE 8 ALUMINUM STOREFRONT 10 HOLLOW METAL DOOR & FRAME 11 OVERHEAD SECTIONAL DOOR 12 LIGHT BRICK - ASH 13 DARK BRICK - PLATINUM 14 BOLLARD 15 ARCHITECTURAL RIBBED METAL WALL PANEL 16 NOT USED 17 ARCHITECTURAL TEXTURED METAL WALL PANEL 18 SUNSHADE SCALE:A3 6 ENTRY PERSPECTIVE ZONING REVIEW 05/27/2022 REVISED ZONING SUBMITTAL 06/28/2022 0'8'16' 32' 0'8'16' 32' 0'8'16' 32'0'8'16' 32' Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/29/2022 1:04:33 PMA422.030 PERSPECTIVE VIEWS 05/27/2022 16362 EAF FRANA MANUFACTURING PLANT 15902 Robert Trail South Rosemount, MN ZONING REVIEW 05/27/2022 REVISED ZONING SUBMITTAL 06/28/2022 VIEW 3 - FROM SOUTHBOUND ROBERT TRAIL S. AT CANADA CIRCLE (THIS DEMONSTRATES SCREENING OF OUTDOOR STORAGE) VIEW 1 - FROM NORTHBOUND ROBERT TRAIL SOUTH VIEW 2 - BUILDING ENTRY PERSPECTIVE Scale:# Date Comments Revisions Checked By:Date:5/31/2022Page 1 of 2 EXTERIOR LAYOUTFRANA COMPANIESTRUSS MANUFACTURING PLANTKMC ELECTRICDrawn By: CHASE NETTUMLuminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts Calculation Summary Label 1 A17- 4T150 - MOD50+a17-RHS1 Single W/ HOUSE SIDE SHEILD B 0.900 17532 69 CalcType Units Avg Max Min 8 A17-3T150+A17-RHS1 Single W/ HOUSE SIDE SHEILD A 0.900 18281 144.69 Avg/Min Max/Min 1157.52 TRUSS MANUFACTURING Illuminance Fc 0.45 18.0 0.0 N.A. C 0.900 21117 149.17 596.68 21 SLIM17FAFC150 5K Single D 0.900 18630 153.16 3216.36 N.A. 69 4 A17-4T150 (SINGLE)Single 125.004ft MH: 19 D D MH: 19 MH: 19 D D MH: 19 D MH: 19 D MH: 19 D MH: 19 D MH: 19 D MH: 19 MH: 19 D D MH: 19 MH: 19 D D MH: 19 D MH: 19 D MH: 19 D MH: 19 MH: 19 D D MH: 19 MH: 19 D MH: 19 D MH: 28 A A MH: 28 A MH: 28 A MH: 28 A MH: 28 A MH: 28 MH: 28 C MH: 28 C C MH: 28 C MH: 28 MH: 28 BA MH: 28 MH: 28 A MH: 19 D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.6 0.4 0.2 0.1 0.1 0.2 0.4 0.6 0.8 0.6 0.4 0.2 0.1 0.2 0.3 0.5 0.7 0.7 0.5 0.3 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.4 0.2 0.1 0.1 0.2 0.3 0.5 0.7 0.6 0.4 0.2 0.1 0.1 0.2 0.3 0.5 0.6 0.5 0.3 0.2 0.1 0.1 0.2 0.3 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 2.2 3.6 3.0 1.4 0.6 0.4 0.4 0.6 1.4 3.0 3.9 2.5 1.1 0.5 0.3 0.4 0.8 2.0 3.6 3.6 1.9 0.8 0.4 0.3 0.5 1.0 2.3 3.7 3.2 1.6 0.6 0.3 0.3 0.5 1.1 2.4 3.6 2.8 1.3 0.6 0.3 0.3 0.5 1.3 2.6 3.4 2.2 1.0 0.4 0.3 0.3 0.6 1.3 2.5 2.9 1.8 0.8 0.4 0.3 0.3 0.6 1.5 2.6 2.6 1.6 0.7 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.1 0.1 0.2 0.3 0.5 1.2 2.2 2.6 1.9 1.0 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.7 4.1 6.7 5.2 2.4 1.0 0.6 0.6 1.0 2.4 5.2 6.7 4.1 1.8 0.8 0.5 0.7 1.4 3.3 6.2 5.9 3.0 1.3 0.6 0.5 0.8 1.7 4.0 6.6 5.3 2.5 1.0 0.6 0.5 0.8 1.9 4.4 6.8 4.9 2.2 0.9 0.5 0.6 1.0 2.3 5.2 6.7 4.1 1.7 0.7 0.5 0.6 1.1 2.6 5.5 6.4 3.6 1.5 0.7 0.5 0.6 1.3 3.1 6.0 6.0 3.1 1.4 0.7 0.5 0.4 0.5 0.4 0.5 0.5 0.4 0.5 0.4 0.6 1.0 2.1 4.5 5.3 3.4 1.7 1.0 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.6 3.2 4.4 3.6 2.1 1.1 0.7 0.7 1.1 2.1 3.6 4.2 3.0 1.6 0.9 0.7 0.8 1.4 2.7 4.0 3.8 2.4 1.3 0.8 0.6 0.9 1.6 3.0 4.2 3.6 2.1 1.1 0.7 0.6 0.9 1.8 3.3 4.4 3.5 2.0 1.0 0.7 0.7 1.1 2.2 3.9 4.5 3.2 1.7 0.9 0.6 0.7 1.2 2.4 4.3 4.7 3.1 1.6 0.8 0.6 0.8 1.4 2.9 4.7 4.7 2.9 1.6 1.2 1.3 1.4 1.5 1.5 1.7 1.6 1.4 1.5 1.4 1.4 1.5 2.3 3.8 4.3 3.1 1.8 1.3 1.1 1.1 0.9 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.0 1.5 1.8 1.6 1.1 0.7 0.5 0.6 0.8 1.2 1.6 1.6 1.4 1.0 0.6 0.5 0.6 0.9 1.4 1.7 1.6 1.2 0.8 0.6 0.5 0.7 1.0 1.5 1.7 1.5 1.1 0.7 0.5 0.5 0.7 1.1 1.6 1.8 1.5 1.1 0.7 0.5 0.6 0.8 1.3 1.8 1.9 1.5 1.0 0.7 0.5 0.6 0.9 1.5 2.0 2.0 1.6 1.0 0.7 0.6 0.7 1.1 1.7 2.3 2.3 1.8 1.3 1.4 2.5 4.1 3.7 3.0 4.1 4.1 2.8 3.2 4.2 3.1 1.9 1.8 2.3 2.6 2.1 1.7 1.5 1.8 2.0 1.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.5 0.6 0.5 0.5 0.4 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.4 0.6 0.7 0.8 0.9 1.1 1.1 1.4 4.3 11.6 7.4 4.2 9.9 10.4 3.9 5.7 12.1 6.2 1.8 1.5 1.7 1.8 1.6 1.5 1.7 2.7 3.8 3.2 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 1.3 2.1 2.3 0.0 2.3 1.9 1.4 1.2 1.3 1.8 3.2 5.2 4.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 2.0 5.3 12.2 0.0 6.9 3.4 1.6 1.1 1.2 1.6 2.6 3.7 3.0 1.5 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.6 2.1 5.9 15.0 0.1 10.3 4.3 1.7 1.0 1.1 1.4 1.9 2.3 2.0 1.3 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.7 2.7 3.3 0.0 7.4 4.3 2.0 1.0 1.0 1.4 1.8 2.2 2.0 1.3 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.5 2.0 1.6 0.0 11.0 4.9 2.1 1.0 1.1 1.5 2.3 3.3 3.1 1.7 0.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.0 4.1 7.5 0.0 9.5 4.9 2.1 1.0 1.1 1.7 2.9 4.9 4.3 2.0 0.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 2.1 6.4 17.9 0.0 10.9 4.7 1.9 1.1 1.3 1.7 2.6 4.2 3.7 1.8 0.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.7 3.5 5.9 0.0 7.8 3.7 2.1 1.5 1.5 1.5 1.9 2.4 2.2 1.4 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 1.3 1.0 4.0 2.8 1.9 1.5 1.7 1.8 1.6 1.2 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 1.4 1.1 12.6 5.3 2.6 1.7 2.0 2.2 2.0 1.3 0.7 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.7 3.7 6.7 12.0 5.3 2.8 2.0 2.7 3.7 3.2 1.7 0.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 2.1 6.4 18.0 3.9 3.4 2.6 2.1 3.1 5.1 4.2 1.9 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.8 3.7 6.7 5.9 4.0 2.8 2.1 2.7 3.9 3.3 1.6 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 1.3 1.1 15.5 5.9 2.8 1.9 2.0 2.4 2.1 1.3 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 1.2 0.8 8.3 4.6 2.7 1.8 1.9 2.0 1.8 1.2 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.6 3.0 4.7 3.4 3.3 2.5 1.9 2.3 2.9 2.6 1.5 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 2.1 6.2 17.1 9.0 4.7 2.8 2.0 2.9 4.6 3.9 1.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.8 4.4 9.2 14.9 5.5 2.6 1.8 2.8 4.6 3.8 1.7 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.5 1.5 5.3 3.2 1.9 1.3 1.8 2.5 2.2 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.8 0.4 0.0 2.6 1.8 1.7 1.4 1.2 1.0 1.0 1.2 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.1 0.0 8.5 3.4 1.3 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.6 3.1 5.7 0.0 9.1 3.5 1.3 0.6 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 2.1 6.1 16.9 0.0 3.2 2.3 1.2 0.5 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.3 4.7 8.6 0.0 2.8 2.2 1.2 0.5 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.8 2.2 3.8 5.0 0.0 8.0 3.5 1.4 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.7 6.2 15.4 0.0 9.7 3.8 1.4 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.8 2.7 5.9 11.8 0.0 4.4 2.9 1.3 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.5 5.3 8.7 0.0 6.3 3.4 1.4 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.4 6.5 17.6 0.1 10.7 3.8 1.2 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.8 3.6 6.6 4.6 2.4 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.9 1.2 1.4 3.2 15.4 12.3 2.1 0.3 0.3 1.9 11.4 16.3 3.5 0.4 1.1 1.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.4 0.9 2.5 6.2 5.6 1.9 0.6 0.6 1.9 5.3 6.4 2.6 0.7 0.4 0.4 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.7 1.3 2.1 2.1 1.2 0.7 0.8 1.2 2.0 2.2 1.4 0.7 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Scale:# Date Comments Revisions Checked By:Date:5/31/2022Page 2 of 2FRANA COMPANIESTRUSS MANUFACTURING PLANTKMC ELECTRICEXTERIOR LAYOUTDrawn By: CHASE NETTUM 1 Narrative for Frana Manufacturing Plant 15902 Robert Trail S., Rosemount, MN June 28, 2022 The Parties Applicant / Buyer: BMR Holdings LLC Lessee: Frana Companies Current Owner: CAR NAV FIVE Civil Engin & Landscape: Civil Site Group Architect: Edward Farr Architects Site and Zoning Information Existing Lot Areas (2): PID 340-321-070-024 = 7.28 acres and PID 340-321-070-019 = 6.38 acres Proposed Single Lot: 13.66 acres Existing Zoning: BP (Business Park) Proposed Zoning: LI (Light Industrial) with PUD overlay district Proposed Building Setback: All Yards = 40 ft Proposed Parking Setback: All Yards = 20 ft Max. Building Coverage 75% max allowable / 10% proposed Applications Rezoning for 13.66 acres, from BP to LI zoning, Planned Unit Development Master Development Plan on 13.66 acres, Conditional Use Permit on 13.66 acres for outdoor storage of lumber products, and Preliminary Plat on 13.66 acres. (Later, we will apply for the Final Plat) Facility Description and Design: A new manufacturing facility is being developed to support Frana Companies’ multi-family and commercial building projects. This new 61,050 sq. ft. manufacturing facility includes 56,732 sq. ft. of manufacturing space, and 4,318 sq. ft. of office space. The building will be approximately 21 ft. high to the eaves and 28 ft. high to the ridgeline. The prominent front office will feature an upgraded face brick and natural limestone facade coupled with aluminum storefront windows and prefinished metal sunscreen canopies. A reclaimed wood truss entrance canopy with limestone walls will add visual attention and a contemporary design appeal. The backdrop to the front office, on the remaining east façade, will have two-toned, neutral colored, architectural metal panels, with limestone accent walls at either end. The change in colors on the architectural metal panels breaks up the elevations into scalable proportions. The manufacturing portion of the building will have perimeter clerestory windows for daylighting the interiors, as well as adding façade interest. Frana will fly the American flag on an aluminum flagpole at the front entrance. The main driveway is located off the Canada Circle cul-de-sac. Vehicle entry gates will be constructed of opaque fencing and have automatic sliding opening and closing slide functionality. 2 Outdoor Storage: The storage yard will be completely enclosed with an opaque security and screening fence. Storage will consist of mostly units of lumber and covered lumber racks not to exceed 18 ft. high. Most storage will be in the rear and side yards, but all screened with an 8 ft. tall fence and generous landscaping. See below for more description of screening strategies. Also, refer to the 3D renderings which demonstrate the success of our proposed fence and landscaping. Importantly, the views from the street will work to Frana’s advantage to screen the storage, since Robert Trail South is at a lower grade, and our building / fence / storage is up at a higher elevation. Additionally, visibility of rear storage will be blocked by the actual manufacturing building itself. Setbacks: We are requesting relief from the ordinary front yard zoning setbacks via the PUD process to utilize the property efficiently for operations. Specifically, we’re using the same setbacks as was provided on a nearby PUD parcel – 40 ft. building and 20 ft. parking setbacks. Long lumber stock is continuously transported around the back lot, requiring wide maneuvering spaces behind the build ing. Refer to the Site Plans. Parking: Frana Companies has large manufacturing equipment inside the facility, as well as extra-large aisles for product maneuvering, both taking up considerable floor space. Their low employee density does not fit exactly within the L1 zoning requirements for parking, nor is their facility open to the public. Customers typically do not visit. The tabulation below shows strict zoning parking calcs: Parking per Zoning: Mfg. / Assembly – 1 stall per 300 GSF x 56,732 GSF = 189 stalls (actual = 21 on day shift) Office – 5 stalls per 1,000 GSF x 4,318 GSF = 22 stalls (actual = 9 on day shift) Total Required = 211 stalls (actual = 30 on day shift) Frana will run one shift at this time, and over the next 1-2 years implement a 2nd shift. The day shift has approximately 30 employees, the night shift slightly less. We are proposing parking for 54 cars, which exceeds the total number of employees on site at any time of day. There is plenty of room on site for parking expansion if a different lessee were to occupy the property at a future date. Landscaping and Screening: Three distinctive styles of screening and landscaping are proposed around the property. First, the front of the building, facing Robert Trail South, will have a 3 ft. tall earthen berm to screen the front parking lot; plus overstory trees and conifers spaced to offer filtered views to the ni ce front building façade. The front of the building will also have perennial shrubs and perennials and seasonal flowering plants for scale and interest. Second, the northeast corner of the site, facing Canada Circle and Robert Trail So., will be further screened with an 8 ft. tall decorative opaque fence that will complement the front building façade. A densely mix of conifers and overstory deciduous trees will be planted for an effective and pleasing screening of our outdoor storage. Boulevard trees will also be planted all along the public way of Robert Trail So. and Canada Circle, in addition to the other plantings on site. 3 Third, the remaining side yards and rear yard perimeters are also screened, using an 8 ft. tall chain link fence with privacy slats and colored to match the building. These side and rear yards do not face North Robert Trail. Inside the perimeter screen fencing, additional trees will be planted around the western storm water pond ; as well as the perennial shrubs and perennial and seasonal flowering plants around the building front. Future Rail Spur Flexibility: The site plans show a potential future rail spur track along the south property line, on the west portion of the site. There are no immediate plans to build that rail spur, but we want you to be aware of that opportunity, since it is an asset that Frana may want to take advantage of in the future . Signage: SIGN 1: The Frana name and logo will be installed above the front main entrance door . SIGN 2: A 4’ w. x 3’ h. post-mounted ground sign will be placed at the main vehicle entrance at the end of the Canada Circle cul-de- sac, also with the FRANA name and address. None of the signs will be internally illuminated. Signs will be pre- finished metal and Plexiglas with custom logo artwork. Wetlands: No wetlands exist on site. Water, Sanitary Sewer and Storm Water Utilities: Water service is available in Canada Circle; and we propose to hook up to it with a 6” combined domestic and fire service pipe. Sanitary sewer service is stubbed into the site from Canada Circle; and we propose to hook up to it with a 6” service pipe. Stormwater runoff from the roof and all developed impervious surface will be collected in to an infiltration basin located on the west end of the site, designed to meet requirements for runoff rate control, volume reduction, and water quality. The storm water report is available for the city and watershed’s review. Site Lighting: LED lights on 20 ft. tall poles and LED wall pack lights are proposed. Refer the Site Lighting Plan. All fixtures are downward-cast style. End of Narrative K:\020681-000\Admin\Docs\2022.05.27 - Submittal\2022.06.14 - Preliminary Plat Review.docx Memorandum To: Anthony Nemcek, Senior Planner CC: Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: June 14, 2022 Re: Frana Manufacturing Plant Preliminary Plat Preliminary Plat Submittal Review Grading and Drainage Plan Review Preliminary Utility Plan Review Landscaping Plan Review WSB File Number 020681-000 SUBMITTAL: BMR Holdings LLC has submitted a Preliminary Plat named Frana Manufacturing Plant for the development of two metes and bounds parcels. The plans submitted were prepared by Civil Site Group of Golden Valley, MN. Review comments were generated from the Preliminary Plat Submittal dated 05-27-2022. The submittal included the following: ▪ Existing Conditions – ALTA Survey ▪ Preliminary Plat ▪ Removals Plan ▪ Site Plan ▪ Grading Plan ▪ Utility Plan ▪ Landscape Plan EXISTING CONDITIONS Frana Manufacturing Plant is located adjacent to and between South Robert Trail (TH 3) and Canada Circle, north of CSAH 46. The parent parcel consists of land previously utilized for agricultural purposes. Frana Manufacturing Plant is 13.66 acres in size. PRELIMINARY PLAT The preliminary plat identifies one light industrial lot which will contain a single building, employee parking lot, outside storage and a ponding/infiltration area. Frana Manufacturing facility extends a gated driveway from the south end of Canada Circle as no access is permitted from TH 3 to the site. Access and egress to the site will be from TH 3 to Canada Circle and then into the site. The Canada Circle and TH 3 intersection also will have Boulder Avenue as the fourth leg of the intersection. Anthony Nemcek June 15, 2022 Page 2 K:\020681-000\Admin\Docs\2022.05.27 - Submittal\2022.06.14 - Preliminary Plat Review.docx The proposed building floor will be approximately 8 feet above TH 3 as it extends adjacent to the site. No pedestrian facilities are proposed with the plat . The development Fees are indicated below based on the 2022 Schedule of Rates and Fees. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre GRADING AND DRAINAGE The proposed grading plan directs runoff away from the building in each direction. Most of the site drains to the west. Runoff from the east and north is collected by storm sewer and conveyed to the ponding area in the western portion of the plat. Two storm sewer systems are proposed. These systems will be private and must be maintained by the property owner. The pondin g area does not include an independent NURP cell for pretreatment of storm water runoff. The ponds emergency overflow is indicated on the plan to go north along Canada Circle, the actual overflow rout is to the south across the proposed driveway to a low area on the south side of the driveway. This area overtops to the south and east across the NGL Supply Terminal Company parcel. A retaining wall is proposed along the southerly plat line. The base of the wall elevations do not reflect the existing contours or elevations indicated in the ALTA survey. 1. The proposed contours in the southeast corner of the parcel do not reflect the existing contours adjacent to TH 3. 2. The proposed retaining wall appears to be located on the south property line. The wall needs to be moved north to allow for side yard drainage. 3. The emergency overflows for the catchbasins on the north and east side of the building extend over a long slope. Provided ample inlet capacity and pipe capacity to minimize overflow from occurring. SANITARY SEWER AND WATERMAIN – UTILITY PLAN Sanitary sewer service to Frana Manufacturing Plant extends from an existing 6-inch service located in the northwest corner of the plat extending from Canada Circle. The sewer service is proposed to extend south within the plat to the building. Sewer cleanouts will be required every 100 feet of pipe extension. There is an eight-inch watermain stub located in the northwest corner of the plat (adjacent to the sanitary sewer stub) this watermain stub can be extended into the site. The watermain needs to be looped back to the watermain (hydrant) located in the Canada Circle cul-de-sac for water flow and quality purposes. Domestic and fire flows will be obtained from th e watermain extension. 4. Locate a fire hydrant off the northwest and southwest corners of the building. 5. The turning radii for the City of Rosemount’s fire truck (Commander) must be place on the site plan to assure accessibility. STORM SEWER Storm sewer design and layout will be reviewed with the Surface Water Management plan submittal. 6. Detail review of the storm sewer system and design will be completed with the construction plans for the site. Anthony Nemcek June 15, 2022 Page 3 K:\020681-000\Admin\Docs\2022.05.27 - Submittal\2022.06.14 - Preliminary Plat Review.docx SURFACE WATER MANAGEMENT The proposed Surface Water Management plan for the preliminary plat is under reviewed. Comments included in the Surface Water Management plan review shall be incorporated in the project design. LANDSCAPE PLAN The Landscape plan was reviewed for conflicts with infrastructure. Tree plantings should allow space for access and maintenance of proposed infrastructure. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. K:\020681-000\Admin\Docs\2022.05.27 - Submittal\WSB WR Review\Frana Production Facility Rosemount Stormwater Management Review - 06212022.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum To: Brian Erickson, City Engineer Jane Byron, Storm Water Specialist From: Bill Alms, PE Laura Pietila, EIT Date: June 21, 2022 Re: Frana Production Facility Stormwater Management Review WSB Project No. 020681-000 We have reviewed the documents submitted for Frana Production Facility provided by Civil Site Group on May 27, 2022. Documents reviewed include: • 00 – CSG 22081 STORMWATER REPORT – 05-27-22.pdf • Frana Zoning Civil+LA 2022-05-27.pdf Applicant should provide responses to each comment. We offer the following comments below. Grading, Drainage, and Erosion Control Comments: 1. General a. Submit an operations and maintenance agreement for the pond. b. Submit all permits once obtained. 2. Ponds and Wetlands a. Provide a cross sectional detail of the basin. Ensure that the slope above the NWL is a maximum of 4:1. b. Infiltration practices should include an observation well. c. Provide an OCS detail (marked up City Standard detail). 3. Grading Plan a. Show all drainage and utility easements. b. Show/define access routes for maintenance purposes to all inlets, outlets, and structures at ponding areas (8% maximum grade, 2% cross slope, a min. width of 10', and turnaround where applicable). c. Retaining walls exceeding 4-feet in height shall require a plan prepared by a licensed engineer submitted for review and approval by the building official prior to permit issuance. d. Show basin NWL, 10-year, 100-year, and snowmelt HWLs on the grading plan. e. Label EOF locations and elevations and show the directional flow arrows. f. Show emergency overflow route typical section detail with bottom width and side slopes. g. The emergency overflow path from the basin is discharging into a ditch that generally flows from north to south to the existing low point south of the cul-de- sac. Please provide an emergency overflow path with a clear outlet and positive drainage away from the site. 06/21/2022 Page 2 K:\020681-000\Admin\Docs\2022.05.27 - Submittal\WSB WR Review\Frana Production Facility Rosemount Stormwater Management Review - 06212022.docx Stormwater Management Plan: 1. General Storm Sewer Design a. All lateral storm sewer facilities shall be designed to accommodate a 10-year rainfall event. Provide rational calculations. b. Minimum lateral pipe size shall be 15” in diameter. c. Match pipe crowns at junction manholes to limit hydraulic head increase. d. The maximum spacing between manholes is 500-feet. e. The pond inlet flared end sections shall be installed with ½ the pipe diameter below the outlet elevation. Currently, the inlet flared end sections are approximately 8.7-feet below the outlet elevation. f. Show the drain leaders from the proposed building. 2. Water Quantity a. Storage of the runoff from the 100-year 24-hour storm event is required onsite. Per the HydroCAD model, the HWL is 946.45 while the outlet pipe is at 944.20, indicating that water will leave the site in the 100-year event. b. Please update the stormwater report to define the rate control requirement for the City of Rosemount as requiring no discharge in the 100-year 24-hour event and limiting discharge rates for the snowmelt event to 0.5 cfs/acre. 3. Water Quality a. Provide pretreatment of runoff to Nationwide Urban Runoff Program (NURP) standards prior to discharging to the infiltration basin. 4. Modeling and Drainage Areas a. Revise drainage area and model to include drainage to the existing low point south of the cul-de-sac. b. Revise the proposed drainage area map to adequately show the water leaving the site instead of routed to the basin. c. Split the drainage areas to adequately model flow to the low point and flow to the proposed basin. d. Include all offsite water to the basin in the HydroCAD model. e. The existing model utilizes HSG A curve numbers, but the Web Soil Survey and proposed model indicates the presence of HSG B soils. Modify the existing model to utilize B soils. f. Prismatoid storage should only be used for ponds with rectangular bottoms. Convert to custom stage storage. g. Web Soil Survey indicates the presence of B soils. As such, utilize a 0.15 in/hr as the design infiltration rate. Accordingly, revise the required infiltration area calculation and provide the required area within the basin. SWPPP: 1. Submit a SWPPP and erosion and sediment control plan. 2. Sod shall be installed in the boulevard adjacent to curb and gutter. M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: July 20, 2022 Subject: Frana Manufacturing Facility Development The Parks and Recreation Department recently reviewed the plans for the Frana Manufacturing Development. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication requirement for an industrial development is either a 10% of the total property area as land dedication, a cash dedication in-lieu of land or combination of the two. Staff is recommending that the City collect cash in-lieu of land for the development that is currently being processed. The cash dedication for the 13.65 acre development $68,250 (1.365 acres x $50,000 per acre). Please let me know if you have any questions about this memo. M E M O R A N D U M To: Julia Hogan, City Planner Adam Kienberger, Community Development Director From: Rick Chase, Building Official/Fire Marshal Date: July 22, 2022 Subject: Frana Manufacturing facility The following comments are provided based on preliminary site plan review. • Fire hydrant required within 100’ of fire department connection. • Hydrants spacing required in accordance with the Minnesota State Fire Code. • Add turn radius fire apparatus Commander to site plan. Contact Fire Marshal for dimensions. • All access service doors around building required to be numbered. Sincerely, Rick Chase Building Official/Fire Marshal