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ITEM 3.2
3_2 TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP REPORT DATE: 27 January 2020 ACTION DATE: 14 March 2020 RE: Otsego — Parkview Grand Apartments TPC FILE: 101.01 BACKGROUND Kuepers Inc. has submitted plans for development of Outlot A, Parkview Retail with a 70 unit apartment building. The subject site is zoned R-7, High Density Residential District and governed by a PUD -CUP approved by the City Council on 22 July 2019. The proposed development requires consideration of a PUD -CUP amendment related to the building, site and building plan review, and final plat. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 3 February 2020 at 7:OOPM. Exhibits: ■ Site Location Map ■ Architectural renderings (8 sheets) ■ Parkview Grand Apartments development plans dated 10/22/19 (25 sheets) ANALYSIS Comprehensive Plan. The subject site is guided by the 2012 Comprehensive Plan for commercial land uses. The Parkview Retail preliminary plat modifies the area plan adopted by the City to revise the street layout and provide for more developable lots to maximize the access and visibility from 90th Street (CSAH 39) and Parrish Avenue (CSAH 39) for businesses. The realignment the street layout within the preliminary plat provided opportunity to zone the subject site for multiple family use west of Parkview Avenue that will provide a transitional land use between planned commercial and low density residential uses, expand housing options within Otsego, and provide increased market support in proximity to planned businesses. The proposed development is consistent with the policies of the Comprehensive Plan. Zoning. The subject site is zoned R-7, High Density Residential District. Multiple family dwellings are a permitted use within the R-7 District. The PUD -CUP approved with the preliminary plat of Parkview Retail included the following additional conditions related to development of the subject site with multiple family uses: The proposed exterior finish for the principal building and any accessory buildings shall comply with Section 11-17-4.D.1 of the Zoning Ordinance. 2. The principal building shall utilize a flat roof design. 3. A minimum of 1 off-street parking stall per dwelling unit shall be provided within an enclosed underground garage below the principal building. Surrounding Uses. The subject site is surrounded by existing and planned land uses shown in the table below. The proposed multiple family use provides for a desirable land use transition between the commercial development within the Parkview Retail preliminary plat, planned Parrish Meadows development to the south, and future low density residential uses to the west of the subject site. Direction Land Use Plan Zoning Map Existing Use North Commercial B-3 District Coburns; vacant East Commercial B-3 District Undeveloped South LD Residential R-6 District Parrish Meadows West LD Residential A-1 District Rural Residential Building Height. The proposed building has a flat roof as required by the PUD -CUP approved with the preliminary plat and includes a garage with 3 stories of dwelling units above measuring to a height of 48 feet. The garage is at grade on the subject site due to the elevation of the water table that makes an underground garage not possible. Buildings within the R-7 District are limited to 3 stories or 35 feet, but Section 11-17-3.A of the Zoning Ordinance allows increases in building height as a conditional use when a demonstrated need is established for the increase in height and said increase will not violate the intent and character of the zoning district in which the structure is located. The underground parking garage is a specific requirement imposed by the City for the proposed use. With the building off -set to the east and north portions of the subject site, the distance between it and adjacent residential uses is maximized while the use of the property continues to function as a transition into commercial uses to the east and north. The additional story of building height is to be accommodated by the amended PUD -CUP. Exterior Materials. The proposed building uses a mix of high quality materials including brick veneer, stone veneer, cement fiber panels, and cement fiber lap siding to create a variety of texture and colors and a flat roof that will be complementary to commercial uses to the north and east of the subject site. The combination of brick, stone, and glass finishes exceeds 65 percent Grade A materials as required by Section 11-17-4.D.1 of the Zoning Ordinance. The FA proposed exterior of the building complies with the Zoning Ordinance and the PUD -CUP approved with the preliminary plat. Landscaping. The submitted plans show proposed landscaping including shade trees in the yards along 88th Street and Parkview Avenue spaced 30 feet on center, sections of evergreen trees along the west lot line, and ornamental and evergreen trees at the perimeter of the building. The landscape plan is to be revised to provide a continuous row of evergreens along the west lot line and ornamental trees within the parking lot island at the north end of the 2 freestanding rows of stalls. The types of proposed plantings are appropriate for the subject site and sizes comply with Section 11-19-2.13.3 of the Zoning Ordinance. An irrigation system is planned as required by Section 5-2-3.C.1 of the City Code. Lot Requirements. Within the R-7 District, lots are to be a minimum of 20,000 square feet in area as required by Section 11-68-6.A.3.a of the Zoning Ordinance. The subject site is 151,456 square feet in area and exceeds the minimum lot area requirement of the Zoning Ordinance. Section 11-68-6.A.3.b of the Zoning Ordinance further requires that there be a minimum of 2,500 square feet of lot area per dwelling unit for multiple family uses. The lot area per unit requirement is subject to further allowances as provided for in Section 11-68-7 of the Zoning Ordinance: ■ For each underground parking stall: -300 square feet/dwelling unit ■ Adjacent to a commercial lot: -300 square feet/dwelling unit ■ For each unit with more than 2 bedrooms: +300 square feet/dwelling unit ■ Maximum area reduction allowed: -500 square feet/dwelling unit The subject site is within 200 feet of the lots within the Parkview Retail plat that are zoned commercial to the east and north. There is also 1 underground parking stall per dwelling unit within the principal building. As such, the minimum lot area per dwelling unit requirement is to be reduced to 2,000 square feet. The lot is large enough to accommodate 75 dwelling units at 1 dwelling unit per 2,000 square feet. The proposed 70 dwelling units are within the lot area per unit requirements of the Zoning Ordinance. Finally, the Section 11-68-6.A.3.a of the Zoning Ordinance limits the floor area ratio of the principal building to 0.7. The floor area ratio of the proposed building is 0.54 without the garage and 0.72 with the garage. The building includes the 70 apartments as well as a fitness center and community room. As the underground garage is an amenity specifically required by the PUD -CUP governing the subject site and the proposed number of dwelling units complies with the lot area per unit requirement, the additional floor area to accommodate the garage is to be allowed by amendment of the PUD -CUP. 3 Setbacks. The table below outlines the setback requirements applicable to the subject site. The drive aisle and access to the parking lot at the north portion of the site is setback only 10 feet from the north property line where 15 feet is required. The site plan must be revised to provide the required 15 foot setback. The developer indicates that the drive aisles can adjusted to meet the setback requirement. All other elements of the site plan comply with required setbacks. Pedestrian Access. Construction of 88th Street and Parkview Avenue within the Parkview Retail plat will include a 5 foot sidewalk abutting the subject site. The site plan makes provision for connection to the sidewalk on 88th Street via an internal sidewalk along the front of the building and out to the public street. The building illustrations show a deck on the east side of the building with 2 sets of stairs down to the lawn. Sidewalk connections from these stairs to the sidewalk along Parkview Avenue are to be added to the site plan. Vehicle Access. The subject site abuts 88th Street and Parkview Avenue to be constructed within the Parkview Retail plat. Access to the surface and garage off-street parking for the subject site is from 88th Street. The proposed access aligns with the most westerly access to Coburn's on the north side of 88th Street and is setback 160 feet from the 88th Street and Parkview Avenue intersection. The location of the proposed access complies with Section 11- 21-6.6 of the Zoning Ordinance. There is a second access to the garage off-street parking from Parkview Avenue. This access is setback 290 feet from the 88th Street and Parkview Avenue intersection, which complies with Section 11-21-6.13 of the Zoning Ordinance. The submitted plans show the previous layout for street accesses on the east side of Parkview Avenue. The proposed access to the subject site and an access across Parkview Avenue are off -set. The access for the subject site and/or the outlot east of Parkview Avenue will need to be revised to eliminate the off -set, subject to approval of the City Engineer. Off -Street Parking. Section 11-21-8 of the Zoning Ordinance requires the proposed apartment to provide 2 off-street parking stalls per dwelling unit or 140 parking stalls based on 70 dwelling units. The site and building plans provide for 142 parking stalls including 70 garage stalls below the building as required by the PUD -CUP approved with the preliminary plat. M 88th St. Parkview Ave. West South Parking ROW Side/Rear Required 35ft. 35ft. 10ft. 20ft. 15ft. 5ft. Proposed 67ft. 35ft. 90ft. 130ft. 10ft. 30ft. Pedestrian Access. Construction of 88th Street and Parkview Avenue within the Parkview Retail plat will include a 5 foot sidewalk abutting the subject site. The site plan makes provision for connection to the sidewalk on 88th Street via an internal sidewalk along the front of the building and out to the public street. The building illustrations show a deck on the east side of the building with 2 sets of stairs down to the lawn. Sidewalk connections from these stairs to the sidewalk along Parkview Avenue are to be added to the site plan. Vehicle Access. The subject site abuts 88th Street and Parkview Avenue to be constructed within the Parkview Retail plat. Access to the surface and garage off-street parking for the subject site is from 88th Street. The proposed access aligns with the most westerly access to Coburn's on the north side of 88th Street and is setback 160 feet from the 88th Street and Parkview Avenue intersection. The location of the proposed access complies with Section 11- 21-6.6 of the Zoning Ordinance. There is a second access to the garage off-street parking from Parkview Avenue. This access is setback 290 feet from the 88th Street and Parkview Avenue intersection, which complies with Section 11-21-6.13 of the Zoning Ordinance. The submitted plans show the previous layout for street accesses on the east side of Parkview Avenue. The proposed access to the subject site and an access across Parkview Avenue are off -set. The access for the subject site and/or the outlot east of Parkview Avenue will need to be revised to eliminate the off -set, subject to approval of the City Engineer. Off -Street Parking. Section 11-21-8 of the Zoning Ordinance requires the proposed apartment to provide 2 off-street parking stalls per dwelling unit or 140 parking stalls based on 70 dwelling units. The site and building plans provide for 142 parking stalls including 70 garage stalls below the building as required by the PUD -CUP approved with the preliminary plat. M The surface parking stalls are designed to be 9 feet by 20 feet accessed by 26 foot wide drive aisles. The dimensions for the interior parking stalls have also been designed to meet these requirements allowing for parking of a full range of vehicle sizes within the garage. The dimensions of the parking stalls comply with Section 11-21-7.13 of the Zoning Ordinance. A landscape island is to be added at the north end of the two freestanding rows of parking to direct traffic entering the subject site and circulating the parking area. Section 11-21-7.0 of the Zoning Ordinance requires that off-street parking areas be surfaced with concrete or asphalt and Section 11-21-7.13 of the Zoning Ordinance requires that concrete curb be placed at the perimeter of off-street parking areas and islands within the area. The site plan includes construction details for the off-street parking area consistent with the requirements of the Zoning Ordinance that are subject to review and approval of the City Engineer. Outdoor Uses. The site plan indicates there is to be an outdoor pool and playground area to the west of the building at its southwest corner. The structures comply with the principal building setback of 10 feet from the west lot line. The pool is to include a building that uses the same materials as used for the principal building. The outdoor pool must also be enclosed by a fence meeting the requirements of Section 11-18-5.0 of the Zoning Ordinance. Waste Storage. The submitted plans show locations at each end of the garage of the principal building for interior waste collection and storage. Exterior Lighting. Section 11-16-6.0 of the Zoning Ordinance regulates exterior lighting so as to prevent glare from being cast to adjacent properties or public streets. All light fixtures must be installed with a 90 degree horizontal cut-off to direct light down to the ground and freestanding lights are limited to 25 feet in height. The intensity of light cast at the property lines cannot exceed 0.4 foot candles. The submitted plans include a photometric lighting plan indicating the type, location, height, and intensity of all proposed exterior light fixtures that comply with the requirements of the Zoning Ordinance. Sign. The submitted plans include a proposed freestanding sign to be located at the northeast corner of the subject site as shown on the landscape plan. The sign is setback more than 10 feet from property lines as required by Section 11-27-3.13 of the Zoning Ordinance. The single sided sign has an area of 18 square feet (not including the structure) and is to be 5.5 feet in height. The area and height of the sign are within the allowances of Section 11-37-5.13.2 of the Zoning Ordinance. A sign permit is required by Section 11-37-7 of the Zoning Ordinance prior to placement of the sign upon the property. 5 Park Dedication. The final platting of the subject site triggers park dedication requirements as established by Section 10-8-15 of the Zoning Ordinance. The Parks and Trails Master Plan map does not identify acquisition of additional public park land from the area of the subject site. Park dedication requirements for the subject site are to be met by payment of a cash fee in lieu of land of $2,640 per dwelling unit ($2,640 x 70 units = $184,000) at the time of final plat approval. Grading. The submitted plans include information regarding grading, drainage, and erosion control. There are no wetlands within the subject site. The proposed development requires payment of a stormwater impact fee for the North Mississippi drainage area at the time of final plat approval. All grading, drainage, and erosion control issues are to be subject to review and approval by the City Engineer. Utilities. The subject site is within the East Sewer District and sewer and water utilities are available at the property. The developer has submitted plans for connection to sewer and water utilities. All utility plans are subject to review and approval of the City Engineer. The developer will be required to pay utility availability charges at the time of final plat approval in accordance with the City Code and City fee schedule. Utility connection charges for the proposed apartment building will be required to be paid at the time a building permit is issued in accordance with the City Code and City fee schedule in effect at that time. Easements. Section 11-8-12 of the Subdivision Ordinance requires dedication of drainage and utility easements at the perimeter of all lots, over stormwater areas, and over public utilities. Drainage and utility easements are shown at the perimeter of the proposed lot in compliance with the Subdivision Ordinance. Additional easements maybe required over stormwater management facilities and utilities. All easements are subject to review and approval of the City Engineer. Development Agreement. The developer is required to enter into a development agreement with the City related to the final plat as provided for by Section 10-10-4 of the Subdivision Ordinance. Approval of the site and building plans and PUD -CUP is also to be addressed within a performance agreement in accordance with Section 11-4-7 of the Zoning Ordinance. The development agreement is to be drafted by the City Attorney and is subject to approval of the City Council. The final plat (and development agreement) is required to be recorded within 100 days of City Council approval as provided for Section 10-5-3.13.8 of the Subdivision Ordinance. RECOMMENDATION The proposed Parkview Grand Apartments comply with the requirements of the Zoning Ordinance and PUD -CUP approved with the Parkview Retail preliminary plat. The proposed final plat complies with the requirements of the Subdivision Ordinance. Our office recommends approval of the applications as outlined below. I POSSIBLE ACTIONS A. Motion to recommend approval of a PUD -CUP amendment, site and building plans, and final plat for Parkview Grand subject to the following conditions: The site plan shall be revised to provide that all drive aisles are setback the required 15 feet from the north lot line abutting 88th Street. 2. The site plan shall be revised to provide sidewalk connection(s) from the building entrance/stairs on the east side of the building to the sidewalk along Parkview Avenue. The access to Parkview Avenue for the subject site and/or the outlot east of Parkview Avenue to shall be revised to eliminate the off -set, subject to approval of the City Engineer. 4. Construction details for the off-street parking area shall be subject to review and approval of the City Engineer. 5. The outdoor pool shall be enclosed by a fence meeting the requirements of Section 11-18-5.0 of the Zoning Ordinance. 6. A sign permit shall be required prior to placement of the sign upon the property in accordance with Section 11-37-7 of the Zoning Ordinance. 7. Park dedication requirements shall be satisfied by payment of a cash fee in lieu of land of $184,000 at the time of final plat approval in accordance with 10-8- 15.N of the Subdivision Ordinance. 8. The proposed development shall require payment of a stormwater impact fee for the North Mississippi drainage area at the time of final plat approval. 9. All grading, drainage, and erosion control issues are to be subject to review and approval by the City Engineer. 10. All utility plans are subject to review and approval of the City Engineer. 11. The developer shall to pay utility availability charges at the time of final plat approval in accordance with the City Code and City fee schedule. 12. Utility connection charges for the proposed apartment building shall be paid at the time a building permit is issued in accordance with the City Code and City fee schedule. 7 13. All easements shall be subject to review and approval of the City Engineer. 14. The developer shall enter into a development agreement with the City as drafted by the City Attorney approved by the City Council. 15. The final plat shall be recorded within 100 days of City Council approval as provided for Section 10-5-3.13.8 of the Subdivision Ordinance. B. Motion to recommend the application be denied based on a finding that the request is does not comply with the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map Overview Legend Roads — CSAHCL — CIYCL — MUNICL — PRIVATECL --- TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑ c ❑ t U Parcels NWI(DNR) 19 IBM� R 3:. 1 �a w i -_ _ �• to _ _ .. .��: : �" - W L x ccc nnn��� - r_ - �dw •tri ,� - 4" i i C44 KU EPERS ARCHITECTS & BUILDERS Ll 3 11 ■ t .. slip 5 �, kNio iq 6n, f. F-7 *;klAo�c,.�7,.,Wf -, PARKVIEW GRAND APARTMENTS APARTMENT BUILDING DESIGN TEAM OWNER XXXXXXXXXXXXXXX OF OSTEGO, LLLP. 17018 COMMERCIAL PARK ROAD BRAINERD, MN 56401 PHONE: 218-829-0707 GENERAL CONTRACTOR/ARCHITECT KUEPERS INC. 17018 COMMERCIAL PARK ROAD BRAINERD, MN 56401 PHONE: 218-829-0707 CIVIL ENGINEER CAMPION ENGINEERING SERVICES, INC 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN PHONE: 763-4794242 ELECTRICAL KMI MECHANICAL BRAINERD, MN PHONE: 218-454-0829 MECHANICAL ENGINEER: NISTLER ENGINEERING, LLC ST. STEPHEN, MN PHONE: 320-291-1686 STRUCTURAL ENGINEER: SANDMAN STRUCTURAL ENGINEERS BRAINERD, MN PHONE: 218-824-1585 CODE NOTES BUILDING DESCRIPTION Sheet List Sheet Number Sheet Name APPLICABLE CODES, BUILDING TYPE: 2012 INTERNATIONAL BUILDING CODE MINNESOTA STATE BUILDING CODE (MSBC) - 2015 MINNESOTA ENERGY CODE - 2015 MINNESOTA ACCESSIBILITY CODE - 2015 OCCUPANCY REQUIREMENTS: BUILDING OCCUPANCY: R-2 OVER S-2 (MIXED USE) CONSTRUCTION TYPE: V-A FIRE SUPPRESSION: SPRINKLED PER NFPA 13 ALLOWABLE AREA (PER FLOOR): BASIC ALLOWABLE AREA PER IBC TABLE 503: R2,VA = 12,000 SQ.FT. AREA MODIFICATIONS PER IBC 506.3 SPRINKLER SYSTEM INCREASE: 1 = 2 ALLOWABLE AREA PER FLOOR = 12,000 + (12,000)2 = 36,000 SQ.FT. ACTUAL AREA PER FLOOR: LEVEL 1 = 27,384 SQ.FT. LEVEL 2 = 27,191 SQ.FT. LEVEL 3 = 27,191 SQ.FT. LEVEL 4 = 27,191 SQ.FT. ALLOWABLE BUILDING HEIGHT: BASIC ALLOWABLE HEIGHT PER IBC TABLE 503: R2,VA = 3 STORIES HEIGHT MODIFICATION PER IBC 504.2 SPINKLER SYSTEM INCREASE = 1 STORY ALLOWABLE NUMBER OF STORIES = 3 + 1 = 4 STORIES STRUCTURAL DATA: SOIL BEARING CAPACITY = 3,000 PSF (PRESUMED) ROOF LOAD = 46 PSF (SNOW LOAD) FLOOR LOAD = 40 PSF AT UNITS = 100 PSF AT CORRIDOR AND COMMON AREAS = 125 PSF AT STORAGE AREA WIND LOAD = 115 MPH SITE DATA: SEE CIVIL DRAWINGS PARKING DATA: PARKING GARAGE STALLS = 70 SITE STALLS = 72 TOTAL PARKING STALLS = 142 APARTMENT BUILDING - 70 TOTAL DWELLING UNITS BUILDING/SITE AMENITIES: IN -BUILDING PARKING GARAGE (1 STALL PER UNIT) IN -UNIT HVAC SYSTEMS DECKS COMMUNITY ROOM EXERCISE ROOM THEATER ROOM ELEVATOR OUTDOOR POOL 8 POOL BUILDING OUTDOOR PLAY SET BUILDING SIZE: LEVEL 1 PARKING AREA - 27,384 SQ.FT. GROSS LEVEL 2 AREA - 27,191 SQ.FT. GROSS LEVEL 3 AREA - 27,191 SQ.FT. GROSS LEVEL 4 AREA - 27,191 SQ.FT. GROSS 1 BED UNIT AREA - 730 SQ.FT. 1 BED CORE UNIT AREA - 682 SQ.FT. 2 BED UNIT AREA - 1,048 SQ.FT. 2 BED CORE UNIT AREA - 968 SQ.FT. 2 BED END UNIT AREA - 1,116 SQ.FT. 2 BED LARGE UNIT AREA - 1,126 SQ.FT. 2 BED LARGE TYPE A UNIT AREA -1,126 SQ.FT. 2 BED TYPE A UNIT AREA - 1,048 SQ.FT. TOTAL UNIT MIX: 1 BED UNITS - 19 1 BED CORE UNITS - 4 2 BED UNITS - 25 2 BED CORE UNITS - 6 2 BED END UNITS - 12 2 BED LARGE UNITS - 2 2 BED LARGE TYPE A UNITS - 1 2 BED TYPE W UNITS - 1 T.1 Title Sheet Final Plat - Parkview Grand C1 Civil Cover Sheet C2 ALTA Survey C3 Site Plan C4 Sanitary Sewer & Watermain C5 Storm Sewer Plan C6 Grading Plan C7 SWPPP C8 Civil Details C9 Civil Details C10 Civil Details L1-1 Landscape/Lighting Plan L1-2 Landscape Plan L1-3 Signage Plan A1.1 Overall Floor Plan A1.2 Overall Floor Plan A1.3 Overall Floor Plan A1.4 Overall Floor Plan A3.1 Building Elevations A8.1 Dwelling Unit Plan A8.3 Dwelling Unit Plan A8.10 Dwelling Unit Plan E1 I Photometric Plan E2 I Photometric Plan I hereby certify that this plan, specification, or reportwas prepared by me or under my directsupervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Name: Christopher J. Raimann, AIA Signed: Data: 10-22-2019 License #: 46319 V) o Old z W O t N J 00 t W= m CN G c� tY W w ~ X U Q W m = W U Z ce Ez Q m C0 -1--r Q Kuepers Inc. Parkview Grand Apts Project number 01-19 ).DOC 1 Data 10/22/19 Drawn by Author Chocked by Checker T.1 Title Sheet Scale 3/32„ = V-0" R OF --- RTHUNE FTH.E ENE1/•1 PARKVIEW GRAND • OF SEC 2Z `WP 12L RNG, 23 T KNOWALL PERSONS BY THESE PRESENTS: Thin owner of the following described property situated N the County o/ NORTH UNE OF 7HE Wright, State of Minnesota, m wit NW .t/4 OFTHEN E 1/4 SEC 2Z TWP. 121, RNG 23 r� v /f-/rvr7r ,n ,n /r\if7i\If7 7r ,rArInA \ r-r\-rrnAr v, v/r- ,, n-ni., n r v.« r L N0047'0TW 131.1.57 T EASTUNEOFTHE �- NE CORNER OF THE N. W. IM OF ME ME 114 N.W. 114 OF THE N 1/4 OF SEC 2Z TW'P.121, RNG 23 SEC 2Z TWP 121, RNG. 23 .')ADDr^ I'r-nn ,r- _ H. iv v. I.l.....r4i. •ice l nn/Jf7 /Ai vC_,vvC_ ,v. , VICINITY MAP (NOT TO SCALE) SITE I I - - I I 1 nl ITr nr vvlc.vl C Sy1 SR' I I SECTION 22, TOWNSHIP 727, RANGE23 12' L —� — i I I i [7 A O li I,/C-u / A IVrr-n l 1, r- , nl\/\V/L_YI nt_rvvL_ Outlot A, PARKVIEW RETAIL, Wright County, Minnesota. _ Has mused the same to be surveyed and platted as PARKVIEW GRAND. I In witness whereofsaid a has caused these presents to be signed by its properofcers this day of 20 . SE CORNER OF THE -' By By NW. 114 OF THE NE 1140E SEC 2Z 71VA 121, RNG 23 Name, Tale Name, Title STATE OF COUNTY OF - This instrument was acknowledged before me this day of , 20_ by , its of. a , on behalf ofthe —III rnr„alw ree,aon�m O GOVERNMENTCORNER O SET 1%1° BY 14 -IRON PIPE MARKED BYUCENSE NO. SS343 THE EAST UNE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OFSECT/ONIZ TOWNSHIP 121, RANGE23 IS ASSUMED TO BEAR N00.17V7 W 0' 'a80 120 SCALE IN FEET 7 INCH = 40 FEET :V \tom n\ Notary Public, County, Minnesota My Commission Evpbes SURVEYORS CERTIFICATE 1, Christopher R. Foley, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly licensed Land Surveyor in the Stare of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat that all monuments depicted on this plat have been, or will be correctly set within one year that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as ofthe date of this certificate are shown and labeled on this plat, and all public ways are shown and labeled on this pica. Dated this _ day of , 20 Christopher R. Foley, Licensed Land Surveyor Minnesota License Na 55343 STATE OF COUNTYOF The foregoing Surveyor's Certificate was acknowledged before me this day of , 20_ by Christopher R. Foley, Land Surveyor, Minnesota License No. 55343. lsgnaw fa�nernnw Notary Public; County, Minnesota My Commission Ezpbes I CITY COUNCIL, CITY OF OTSEGO, MINNESOTA This plat o/PARKVIEW GRAND was approved and accepted by the City Council of the City of Otsego, Minnesota, at o regularmeetug thereofheld this _day of 20 , and said plat is in compliance with the provisions of Minnesota Statum, Section 505.03, Sabot2. Mayor City Clerk W� Zp WRIGHT COUNTYSURVEYOR 1 hereby certify that in accordance with Minnesota Statutes, Section 505,021, Subd, 17, this plat has been reviewed and approved this day 2 0/ 10 Wright County Surveyor WRIGHT COUNTY HIG14WA Y ENGINEER This plat was reviewed and recommended forapproval this day of , 20 Wright County Engineer WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, tm7es payable for the year 20 on the land herembef re described have been paid. Also, pursuant ioMinnesota Statutes, Section 272. 1Z there are no delinquent taxes and transfer entered this day o/ Wright County Auditory easurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed In the office of the County Recorder forword an this _ day of , 20� at o'clock .M., and was dulyfiled in Cabinet Number Sleeve, as Document Number�/�� Wright County Recorder Weftwood Professional Services, Inc. Sheet 1 of 1 Sheets r� v L Mayor City Clerk W� Zp WRIGHT COUNTYSURVEYOR 1 hereby certify that in accordance with Minnesota Statutes, Section 505,021, Subd, 17, this plat has been reviewed and approved this day 2 0/ 10 Wright County Surveyor WRIGHT COUNTY HIG14WA Y ENGINEER This plat was reviewed and recommended forapproval this day of , 20 Wright County Engineer WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, tm7es payable for the year 20 on the land herembef re described have been paid. Also, pursuant ioMinnesota Statutes, Section 272. 1Z there are no delinquent taxes and transfer entered this day o/ Wright County Auditory easurer Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed In the office of the County Recorder forword an this _ day of , 20� at o'clock .M., and was dulyfiled in Cabinet Number Sleeve, as Document Number�/�� Wright County Recorder Weftwood Professional Services, Inc. Sheet 1 of 1 Sheets LEGEND DESCRIPTION 1. PROPERTY UNE 880 EXISTING CONTOURS X900 PROPOSED CONTOURS 4. EASEMENT UNE — SETBACKS — WET— DELINEATED WETLAND EDGE N STORM SEWER 1 SANITARY SEWER I WATERMAIN —x—x— FENCE oe oE— OVERHEAD POWER UNE UNDERGROUND ELECTRIC �►» CULVERT 0 SOIL BORING SANITARY SEWER MANHOLE ® SANITARY CLEANOUT STORMSEWER MANHOLE ® STORM SEWER CATCH BASIN WATER GATE VALVE HYDRANT EXISTING TREE LINE INLET PROTECTION ®ROCK CONSTRUCTION ENTRANCE n SILT FENCE CAMPION ENGINEERING SERVICES, INC PAKKVIEW GRIWAND APAP1116TMENTS e Civil Engineering a Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: mcampionOcamploneng.com OTSEGO, MN PROJECT LOCATION I hereby certify that this plan, bow PARKVIEW GRAND APARTMENTS or report has beprepared by mme or under my direct supervision and that I am a dulyy Ile need Professional Engineer and a la ; � tete of Minnesota. KU E P E RS INC. 01 /14/2020 OTSEGO, MN A rtln m n —0c. 19901 - Date: PROJECT DIRECTORY OWNER: KUEPERS INC. CHRIS RAIMANN 17018 COMMERCIAL PARK ROAD BRAINERD, MN 56401 PH. 218.829.0707 EMAIL* CRAIMANNOKUEPERS.COM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 763.479.5172 EMAIL* MCAMPIONOCAMPIONENG.COM SURVEYOR: WESTWOOD SURVEYING & ENGINEERING 3701 12TH ST. N, SUITE 206 ST. CLOUD, MN 56303 PH. 320.253.9495 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 INnFX SHEET NO. DESCRIPTION 1. COVER SHEET 2. ALTA SURVEY 3. SITE PLAN 4. SANITARY SEWER & WATERMAIN PLAN 5. STORM SEWER PLAN 6. GRADIN P A 7. STORM WATER POLLUTION PREVENTION PLAN DETAILS IF8. 9. DETAILS 10. 1 DETAILS COVER SHEET N 0 1000 2000 GRAPHIC SCALE IN FEET PROJECT NO: 19-040 DA SHEET NO. 1 OF 10 SHEETS 01/14/2020 9 (•I 9 Z I I LOI.OT T ERaAtwisAweLnRErsaum _ I I OFIMAWNLMDOFIW HWtUVOFT/KNEt�m ..7 a:vl�Vly 1 r I �c DGl17OfWWYTf O RE DEDICATED HDP PARxYIEW RETA4 1 1YD13TQQ�/MM'OSPQ3 Ai.W 1 \ J7J7 T1 r :'T-9 [-[-r A!E- SIAMPED 7L39 I.�,r ,% 1 \ �_ f r% .i f / \ L E_ f Y L O� 11th! 37'417'3 267f -------- ------ TO RxRMroP PMPARREDEDICATED -----• I I POSSIBLE ENCROACHMENTS I O1 FEWCELINE070SSESSOUINEOUNaWLWE I I------- saw ----____� I I I I I FAS@IENTPOI ROQE 9/t1FMal- MGE 173 R9-. LEGEND &'Wr-OF WX4' — — RicFFr-oE-wnYiudE — — — LOTUM -' EASEMENTUNE SEC770M UNE CCCIII D �'(WYYYY� TREE UNE —,— fENQUNE m FOUND MONUMENT ISEEEARFU Q SEI'MQMIRMENTARONFff GWSTAMMLSSS-B GYx7Dt)M RECORD HARING PER LEGAL D6OlIIOId V-40• 0' AY as 127 4 7 I I n/ti7,v7i_rr sli A11e/ IIA Al!' C- I AIC 1/ A I fDLNDDmuHaE-� IN CONCRETE 11 I I I I I I I I3 I� I Cj lerp I/ t, �VI 1771._ /YL I/ t �� 1 OUTLOT A N1r49W7 ma I c I t i � I I I tui I I ZONEDA-I (AGRICUC/UNAE-RURALSERI aDWWM � IHIi1AL 155 PREPARED FOR Kuepers, Inc. BrAwd, MN PARKVfEW GRAND APARTMENTS Otsego, MN VYrestwood ALTNNSPS Land Title Survey PROJECT NUMBER 0026035.00 SHEET NUMBER I 1 2 dE 11 0 DATE 01/03/20 Rmsltxws L)r-TA I/ � rose. Lme,H /em tArwlNwet,FmeP ;,� ,mm,;eq ea►ama;= •rmwamemrrlW"Aubm , NORKONTAL Sru r. 4a VWK&scme -a7 �.[ nl Irl nr 1= n. ci � I I C� I I Lj I SOUlHLINf Of THE SE CONAW OFTICE HW. TAOFTHENEi/4Q° ,t NW. IH OF MENE I/4 j I SCCArff mm623 1 1 (Se9'1653'ty y0(WD DIrL1IAYE! 1N OWKWI E I VICINITY MAP 1Avr ro scuD SM- — x OTSEGO Call 45 Naos Wfom digging: 811 or ca11811-com mon roo moo LEGAL DESCRIPTION (PER TITLE COMMITMENT NO. 1526S97) QKWA, PakWeer Remo Nf4M Cma ,, NA -W rob Prt"WO Thatparddm MblehaeleWatrdlRr NaMmm QwrterdSeatrn>z iolmehy 171. Rage z3, Wtbbt Coeudy, MWx,ewAi dnerrdmyemm Rrghadng mtlmtau*mrtomrofmidhW9mm;t Qxxwol OwN91Ihlm1 Q w,, Um truth 89 dV- I6mhoM 53—A DWV OW SaaM Dmd mid Abrthnm Orla'tm d Lm NanMOY Q,artaq a Anila d ALti6 feK th-1 North 0 dWM 49 mham 18—A Ww a dka d3ta4i yet tllmlte NavM e9drpra 16 nd,x,m S9 rmaldl Eat a dreexe d 701.66 yet ro thr Ead Orw d rNd hbal,wmt Qurr[a d tM rAremolt plwrtr, tllaem SaIM 0 dtyea 49mawrr lememdl Ear ora9 midEmrDIA • a6taxr d 31x1lem m the poNt dbtplmh9 AIS 1)mtporrd dl1!'b1N■at Oaa7r d dm NatlNOR OuatadSrlba R Towobp 121, Rurge 2L YA{311t CamgS Ml4Rlmr¢ drnil■dmA,6o.x•Conmtmlahg m NrSWlmmtoammdmid N■rtlnttrt QlnaedarNadrotGrmrR tlls■,e NoM a de9r■u {9 mvlmm /RmmnQe Nrm(om■r■dEeainyl along tM c. 1414 Wrt.dbw a.fm fWdaymahrdtarelwrlworWy-4a,drWitr14—b YAK ■tMAam—t(A mftMmm. ipmapl."ta rRh9 aegdmd8s8mn 69ia1.n77 eylttt-a demnlM imdmtlMrMaemptarmdthrH■Rwt WmrrmmwamldmR trrtatDmdmid l9atL■rmt Plmlm dtb. NathodOlofr, tlmrlu WOOD- OS-kft3ememldr Ea;W vWpmo41►am ammlmdAR66yrrbtlrr ram Nrdmil Nordtwa OuafsdtAe ItAleeat O=W,, Mm $WRo 1, 49mim4m In =m* UK oboe mW.W ftadI d3/1 -0W to I7mpow ofb*mE>4 GENERAL NOTES 1. iMreryw fimAmr,om lar rwovty Caw/wy,7RY CammiNrM Nvnr. iSi6597, 1rv/rrn/un 1, favhp ao el{c+AearEld 1aer.v,�4m�i i 2 Adrm�deRm�ypa�t/�A@*MW/DA11 Melt* mARi Oft%N.Mmu(7404 Mm 3 ,wm�iur.ZN Ii 7Wf17A�Er:�irAXir��delFllrriM1drwlO.Anardtam li+ad m,mala RomM pCaamadry-wld l Suly4arpmpmgarmrYm iS;SRLS}RriSEsna lTa6rARmn 4) S Contamrmedwfalr*mfMnd YYDmld/rm&hVW24(TabrARan S) 6 Zanglith , Mr mrprelWj7mKf7dYAmm6" 7 .V bmMV dammbmsWmm memmmAW,1 Y W prowl beet Robe A Ren 7(00 R TAI, I paY I loll �lyaa ��tM.amdu and WGiny bwringt lM xmvyw omimroP+aaWa WtMa wdtayoWWMm.lalw tm�aMmrrrrrrttldl ME1w rArwN wrvbaaevMmd. TMlsRwr�. vb��rrotyMr dom oaf nvrvk tlmf tlatfAe �maYY nrraaetFArmmRh/elmybmY6Ne the al hrnyv�ec(Gopl+mOrm CatltictR number 193)R�A�if) A A4rm11Qrrlmd#hlhmotlrl ahwmpriamr dlaa/aeY4 (rdlrA Rmn/3) ta ArdMrblr aw+rrgGr era.layaPurR6tRarR+Iawrmarypw'dpra�, ma n9RrdenY+nown rtryrts whawa be,emded:.an rR. ovengs 1FW- (Ea1YAM W It k Ila/mrawW /.dEwep=My�d■ t.y ArYr■■ryme..maowws.ve...de.Em.ed».mmmaE.swsa ,nu.comi .er11Yi4ArR. Ea 72 and RmR�lnmMttr,mt4rdmM4 Me YYImmelDmmmlReddrLm/edaphyrhal NyetNmdthr RlLlraTRPe'O: Mlrm ryrnaawnd m1E•a►fraslsrlmMlirfarRrwdloer..m m+rAr. nr EXCEPTIONS (PER TITLE COMMITMENT NO. 1526597) i/r /aoa.:ey clam mrmpoMm tea nunlaabg ryrrm d Sd,■aAr4 Srtia, R dmr admmmenlrnd tar omltrremE t "m [artacor■nrmdn Um dx'wtmtrn6erd'N/QCUPan Pafii*ay Plat Appwd'Ira,dalAfY$7019m Daa■rmR Na ib t IRI d Orlidal Rtaadr (&ANR7/N NATUM7 9 Mr®mrmlr dwtm adedmdmeM Mupmrgerrcdm NeM r9a7 deeprnr .1rGEy oN emNag.Rwpote (SMam ONSURYEq m TM Nmm andploNrrllr mrxaLmd N 1411 doasnmt mmeW 9WL7M CourcyH*way Mgbtc*WryMat Na 6• IxvaddApN 5, 79W m DvalnmrRNa4823i d0ffifilrm L rSHOWNONSlRMO 71.metama,dplorttlanl mlmaLleaN1M dao■nnt wdulad•{IipineyE.-.9•naorde/ALV f 341989. Documene Nn461318d O/hdaT Rrmrd (NOr ON SU1UECIIROPE11fY, DANID7IN NA 12 Rghr or tM pld& and afAu1 eatakd m Ne um d thapwtw d ft rod N Stlwdllr'A' lybg w2lin tM boondr oL NdodaS but rmt &nd dm Any ep,xt hgAaay, moo dadw mloidoe4 p,rsmty area adlditard 73 fie flea andpr9ddmr mamrW h fM daameat mf,"'Oemgo TmIM0 Road Mr,' IaadedDreanhm 19, IW m rlaamwd Na 43AMcf 01Hdaf Aetaer RIDT OM SULERPRQ16RY1 1<tttr tmrrtimmmmdYRmararemR a,reYd Yee/eaeryEmanme'rmoldrdseplmnea24 *ff9m Dc—,vtr NA463}O7ofQTe-q RwwM ONSEmlCIPRO/ERIY YM3�7W/MRAPd 1S 741 Ytm19th m Rad 9E dMhr AW 173 dQlkd AK d (NOT ON avwl/" CERTIFICATION TO, /rmAt NIM TRY 1011/WICilC mI,Ai'kEdmFNIRMIMICEEt;.lMmsl4m`dY�'mnM9r ft*W-Ambw Uc_aMYItmeRrRm6lY+pm+Mm91 IMDTO®TI/MYTHAI DET'W MRRATMO 7feORALTA•a9WeWVUSUEDNEEMUDEWAKig*VA>: WtTHT7f ID1eMmWRRRSTAMMS DEUR. POaU E$ff SEORAETNMIOS 76d& ll, ll lA I AOWRYE FABLE ®MD REW 14 YMSCO DNSPS ANDEUMOR24M1,23'4SEpA T(1a411, }3, 1<1Rand 19 OF rA&£ATI/ERHY: TAE F![iD 16018 IWtf COMR[ERD gVDtC8MDe1241071 OORSTWHINRFOW..LS DATE 01A%W MWUCEMENOSS.3t3 OPWATIONOS/ = OMFO"WESIWOOOPSCIDM DESIGNER IHIi1AL 155 PREPARED FOR Kuepers, Inc. BrAwd, MN PARKVfEW GRAND APARTMENTS Otsego, MN VYrestwood ALTNNSPS Land Title Survey PROJECT NUMBER 0026035.00 SHEET NUMBER I 1 2 dE 11 0 DATE 01/03/20 Rmsltxws CHEOiR ca aaAWnt TN's ,ATNZa7a-a.vr.mamNa.n■r.Ae. as lmarw ittle Cmvnaa.a MAsl rose. Lme,H /em tArwlNwet,FmeP ;,� ,mm,;eq ea►ama;= •rmwamemrrlW"Aubm , NORKONTAL Sru r. 4a VWK&scme WARNING: - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL 3 vwl o ti I I maa / EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN y W �Oa'M°D� NaON N'pNN O� ffi� 1 rW & MAINTAINING THEIR SERVICE AND/OR RELOCATION OF ONES. max'N THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 b oxW �I w �-�T (Am ww MATO -" BLOCK 2 m "M f`a'ux TLO{T,'B W l LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND tO a m "' w w w ~ 4' CURB'S _"' / �r ----------------- AT J n n n o > Lq w o m_-_ t- -z t WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED w -av- - N89'37'47"E 255.56 STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE xm ^ `* CL AND 69i:7TFEETSOUTH sae• ,PW RCP I F THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. " 0O a m I OF THENORTH UNE OF THE _ _o FOUND DRILL HOLE 'ION D >: - >-»r» »-tet W L 74--> > > , i an IN CONCRETE + CALL BEFORE YOU DIG I �x a SSTIgq,REET N' $ c IGHI#f�l BE DE ICATED SID- I x'-- I - I 's GOPHER STATE ONE CALL PROPOSED LEGAL DESCRIPTION: s 7.47.W + TWIN CITY AREA: 651-454-0002 _ I I N89°37'47'E 31A 6 %090 Sag°37'47"W 320.05 - LOT 1, BLOCK 1 PARKVIEW RETAIL x r' s, - - TOLL FREE 1-800-252-1166 -#ice » i q��-1 _ FOUND IRON PIPE g STOP S(ry1{y�A/.,�' F /�, CAP STAMPED 157439 ' j� R1-T, `.TI IIJYF ' • v e' t� p �3 LEGEND Q s��• BITUMINOUS Q� 26.Or. .,7'47"E z PED RAMP J-0 PROPERTY LINE Em. o c �- T 880 EXISTING CONTOURS UTILITIES SHOWN IN 88TH STREET AND �__-- --- - --�� - ----- X900 PROPOSED CONTOURS PARKVIEW AVE ARE PROPOSED. 0• !-.M Z RIGHTOF WAY TO BE DEDICATED ' I (n PER PARKVIEW RETAIL ---- EASEMENT UNE LOCATIONS AND ELEVATIONS ARE PER I - -8- -GGURCRETEB-MID - •Or- - q--� -�Iz Z - - a SETBACKS PARKVIEW RETAIL DEVELOPMENT PRELIMINARY I GUTTER TYP _ .�, 1 ,O �I-- � > PIANS I ( ) ow, I, O o - WET - DELINEATED WETLAND EDGE I r a N PEDC, ~ 3 »-»- STORM SEWER I 26.0' 20A' 20.0' 26.0' 20.0 I m w SANITARY SEWER I ` I WATERMAIN 4' WIDE WHITE PAINT I , 143.2' _ _ _ ___ -I -x-z- FENCE STRIPE (TYP) I c 5' WIDE CONCR 80 U OVERHEAD POWER LINE o to I b SIDEWALK, TYP O EASEMENT PER BOOK 94 0E MISC, PAGE 173 (15) - w p -UE-UE- UNDERGROUND ELECTRIC I` I B p----•q--0 CULVERT o Im • ® Zig�I 23'8121 I >^r G SOIL BORIN SANITARY SEWER MANHOLE P L JZ o _ 1p O ® SANITARY CLEANOUT 7w N N I W I I Z STORM SEWER MANHOLE I I (n I M m= ® STORM SEWER CATCH BASIN I CO 0 '� WWI ry I I 00 Z WATER GATE VALVE ADA PARKING SIGN, TYP (SEE DETAIL) F- ^ I I W < <<-<<04 i O PAINTED HANDICAP SYMBOL (TYP) I Z I G HYDRANT w 'No P .1NGY4 I O I TH NE 7/4 I z CV 9' WIDE H.C. ACCESS AISLE O ACCES SLS I i `- EXISTING TREE UNEZ SIGN (TYP) WITH PAINTED 12' I - I i Q HIGH LETTERING OF <Y J INLET PROTECTION "NO PARKING' CENTERED I I 0- ® TOWARD DUNE ISLE I F- ROCK CONSTRUCTION ENTRANCE I I I I i Z Q I I 23.8' SILT FENCE " I 8612 CO CRS 4• J ' 43.2' I z vv ', I 73 N I I Oj - .. .. .. _ .. _ PRINCIPAL STRUCTURE SETBACK o h I __ _ _ (� J - _ - - - - - - I. N 61 ; ._Faso I -� _ _ _ - PED RAMP, TYP I I °I° HEAVY DUTY BITUMINOUSX60, I I I L`-' m w w w RE TA 1L (n SITE TES: o PED RAMP���' PED RAMP Q W PLAN NO 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER SURVEY PREPARED BY WESTWOOD PROFESSIONAL SERVICES. 2. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. I J c z 7 = 3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, I! SANITARY MH-3 5' WIDE CONCRETE I CONCRETE APRONS AND STOOPS. lig RE=867.72 I ~ 4. ALL PAVEMENT STRIPING SHALL BE 4" ED IE=857.20 (E) CC WIDE LINES, STRIPED USING HIGH VISIBILITY TRAFFIC AND I SIDEWALK, TYP ,' Fr=1z7 IE=857.10 (N) j HIGHWAY APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL I / 0- U110T' AND DRAINAGE-- ---� - V HANDICAP PARKING AND ACCESS AISLES. I I EASEMENT➢ERP RKVIE W RETAIL(' nb DO \ O 5. DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF I O 8' WIDE CONCRETE SIDEWALK OR EXTERIOR BUILDING UNLESS OTHERWISE NOTED. I SIDEWALK, AT 6. UNLESS OTHERWISE INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, POOL BUILDING----_I` I POOL ENTRANCE„, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES.s / / CBMH-103 BY OTHERS O�� ,�^�^ CONTROL JOINT MAXIMUM SPACING: WALKS - 8' O.C., ALL OTHERS - 10' O.C. SAW CUT CONTROL I m I / / / RE=866.64 ( C o w •ci"i JOINTS MINIMUM ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM o i8 / ` IE=861.05 (N) I SPACING: WAlHS - 24' O.C., ALL OTHERS - 40' O.C. DOWEL ALL EXPANSION Z I I / / IE=861.50 (SW) 3z I o 8 / p JOINTS -MAXIMUM 24" O.C. I / / ' - 'Y IE=861.05 (SE) 7. PEDESTRIAN RAMPS SHALT. BE INSTALLED AT ALL LOCATIONS WHERE SIDEWALK MEETS CURB. I R38.0' .� CBMH-102 (i) I I cV h a 8. WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHRE=866.64 REMOVAL LIMITS WITH THE CITY. T OF WAY, THE CONTRACTOR SHALL COORDINATE THE I � ryb• / '97, �--------- --- -- - -----J E=860.62 (NW) Lu Ue 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL SIDEWALKS AND ACCESS ROUTES MEET HEAVY DUTY e°f IE=860.41 (SE) U ADA AND MND BITUMINOUS GUIDELINES FOR ACCESSIBILITY. � 10. CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF ti� / 21" FES-100 (1) FIRE LANE SIGNAGE AND CURB MARKINGS (IF NEEDED). 7.1 CU YD CLASS III RIPRAP RANGE 23 12. ALL NEW UTILITIES SHALL BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. 'c r�/ IE=860.00 13. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 2%. ANY SIDEWALK i EXCEEDING 2% CROSS SLOPE MUSE BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE � I GENERAL NOTES: R1- STOP : MATCH IX. BIT, ti a CURB k GUTTER I SE CORNER o >9 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS 0 O ' N.W. i/40F TNENE c SOUTH LINE OFT HE -1 HAVE BEEN OBTAINED. NO CONSTRUCTION SMALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL NW 1/IOFTHE NE 7/4 I SEC 22,TWP. 121, N89'49'7 "E .� ,h .b v PLANS AND OTHER DOCUMENTS APPROVED BY THE PHE PLAN AUTHORITIES. x x ._ z x 153.27 ox .�'>- x- 0 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE - 589°49.12.1` 701.66 a 689'16153'1`4 FOUND REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND x x x z x x x x " IN CRETE RECOMMENDATION SET FORTH THERIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND ! z -x IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE OWNER: KEVIN LEFEBVRE X PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS ZONED A-1(AGRICULTURAL-RURAL SERVICE DISTRICT) 40 8D REPORT AND PLANS. GRAPHIC SCALE IN FEET • Civil EngineeringLand I hereby certify that this plan, specification SITE PLAN PROJECT NO: N CAMPION e 9 or report has been prepared by me or PARKVIEW GRAND APARTMENTS $ 1800 Pioneer Geek Canter, under m direct supervision and that ENGINEERING Maple BPlain, MN 55359 1 am a duly II aed ProIF "ional EngineerA 19-040 _ _ and a laa 5172 of Minnesota. KUEPERS INC. S N0. DATE DESCRIPTION rf1 SERVICES, INC. Fax: 763-479-4242 01 14/2020 DATE' !JJ E-Mail: mcomplonOcampioneng.wm OTS EG O, M N SHEET N 0 . 3 OF 10 SHEETS 01/14/2020 :i REVISIONS M rt(n Cam - c. 19901 - Date: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. I ;° o - „"'), N w z n c •% s I _ __ z• ti��iro��o � N�www xmmm o � ohm o;� I om oa m 1 W THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 i AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND ,o rn n m w _ w i F r - - - - - - - - - - - - - - - - - -I o� Yv1 wc�¢www _ i- mi I WARES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED "' cO m m STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE a.,K ,x.xm E THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. II z I o I ) I FOUNDDRILLCON HOLE /ON>> - IN CONCRETE "--' --"� " "-'fix x' 88TH STREET N,- +� CALL BEFORE YOU DIG ; / �Omrtyd REDEDICATED- GOPHER E CATRTED- -I 6��_ _ _ - s GOPHER STATE ONE CALL pPAA _ TWIN CITY AREA: 651-454-0002 -_- - - - - - I - R��'� Q `-e �mq TOLL FREE 1-800-252-1166 `ssI n - I m33 I I 1 FOUND LN PIPE 8 1 88 TH S TREE l N CAF STAMPED L57439 $ I I o p , I CONNECr 70 EX. 6' DIP WM IN - I LEGEND OTE: _____ L N --- ----------- � I I r , RIGHTOF WAY TO BE DEDICATED= - PROPERTY LINE UTILITIES SHOWN IN 88TH STREET AND J PER PARKVIEWRETAIL �- I _ _ PARKVIEW AVE ARE PROPOSED. I _ z � . _ . � . � --� 880 EXISTING CONTOURS LOCATIONS AND ELEVATIONS ARE PER X900 - PROPOSED CONTOURS PARKVIEW RETAIL DEVELOPMENT PREUMINARY - - - - EASEMENT LINE PSS I - x�l� 3 SETBACKS I ( m �� r -WET- DELINEATED WETLAND EDGE STORM SEWER I ---- _ I I > -- SANITARY SEWER 17 I Bo.e - 1 WATERMAN FENCE 5 I I EASEMENT PER BOOK 940E -x-of x- '.III, 'NS s of OVERHEAD POWER LINE VI TC�j..I 121 -E - UNDERGROUND ELECTRIC D -s» CULVERT Z 0 SOIL BORING�� I I I I SANITARY SEWER MANHOLE I I U7' ® SANITARY CLEANOUT I O3 O CO Z STORM SEWER MANHOLE ` I I Z n I I W « «-«- I W I O ® STORM SEWER CATCH BASIN I -- TL }4 � I NI/1/ /�n,, I ''1 TH NE 114 � I 0 WATER GATE VALVE I Z O I HYDRANT I La V 1 ¢ Y I EXISTING TREE UNE I I �- Q Q I I INLET PROTECTION ® ROCK CONSTRUCTION ENTR4NCE I I P' O I 11I a ^ z.w..G'. - - - - - - - - - iQ i O -JI'1 J___. - -i _ _ N8 61 F-gr�i l -- - - - O N N N SILT FENCE I I - - - - I I - x ao .00 m tem Z CONNECT TO IX. I m w II II II - . • - • • - • • - • • - PRINCIPAL STRUCTURE SETBACK i 8, PVC SAN i w w D- w w w (n LLJo SERVICE HE4VY DUTY BITUMINOUS F.H W/ INV=857.7(VFRIFY) I I - j 6' GV 8' PVC O 2.00x I _x \ NOTES:IX HYD Q = <( 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER SURVEY PREPARED BY WESTWOOD PROFESSIONAL SERVICES. � } INV -858.78 2.THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE T a MECHANI CONTRACTOR TO z 1 NOTIFIED IMMEDIATELY OF ANY CONFlJCTS. (1 ` IITT SANITARY MH -3 I 3.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. WATER &SANITARY SERVI IN BUILDING. INSTALL P y`v �- RE=867.72 SUPPORTING STRUCTURES. IF REQUIRED, SHALL BE SUPPLED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. RIS IN MECHANICAL ROOM / IE=857.20 (E) 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE - ED Ol'FIERS) Z ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. ISER, VERIFY LOCATION / ( .FT.=127 - E=857 10 (N) O 111,111 ANDDRAINAGE-�-- V 5.EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE J / \/-\ O ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO I EASEMENT PERP RKVIEWFETAIL( \ / I U HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER SOURCE. ALL ASSOCIATED COSTS SHALL 0_ CONNECT TO EX 6' / I BE INCIDENTAL TO THE CONTRACTOR, INCLUDING DISPOSAL OF TEST WATER INTO CITYS SANITARY SEWER SYSTEM. THE CONTRACTOR SHALL NOT OPERATE 5 DIP WATER S�V CE GATE VALVES OR HYDRANTS ON THE CITY WATER SYSTEM WITHOUT FIRST RECEIVING CITY APPROVAL s CBM866 64 BY OTHERS 7.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. I 6' WATER SE�ICE (B�70 ERS) 8.THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE / 7 IE=861.05 (N) DRAINAGE. CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. 8 I J 1E=861.50 (SW) to 9.THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SGT FOR THE SUBDIVISION OF LAND. I I { / 7 .-�a IE=861.05 (SE) 10. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY VESTS I \\V SHALL MEET THE FOLLOWING: I 7 7 �, -: CBMH-102 (1) N ADENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT LOCATIONS AS DETERMINED BY THE ENGINEER OR HIS REPRESENTATNE // ego RE=866.64 &WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL UTILIZE IMPROVED SOILS THAT ARE WITHIN 1% OPTIMUM MOISTURE CONTENT. COMPACTION �1------- --- ---------J CHALL BE 95x. GRADING TOLERANCE SHALL BE 0.1'. (SE) 1� E=860.62 (NW) W 'f IE=860.47U SHALL MEET 100% STANDARD PROCTOR. BELOW THE UPPER 3FElET, OMPACTION S 11. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED 2. SANITARY SEWER AND WATERRMAIN SHALL BE INSTALLED AT ELEVATIONS SHOWN ON THE PLAN. - BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE .� ` Q 1 13.WHERE WATERMAIN MUST BE LOWERED TO AVOID CONFLICT WITH ANOTHER UTILITY, THE COST OF BENDS, FITTINGS, ETC. SHALL BE CONSIDERED o \/ 21" FES -100 (1) INCIDENTAL TO THE CONTRACT. 7.1 CU YD CLASS III RIPRAP RANGE 23 14.0ONTRACTOR SHALL PROVIDE TEMPORARY TRAC CONTROL IN COMPLIANCE WITH THE CURRENT MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS / IE=860.00 FFI c FIELD MANUAL" FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 15.0ONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE 7 /� ESTIMATED. 16.CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO EXISTING CITY UTILITIES. \ \ 17.00NTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY OWNER AND FOR PERMITS OBTAINED BY '/0) GENERAL CONTRACTOR. 18. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF BIG LAKE STANDARD SPECIFICATIONS w AND DETAILS. x x -X -X- 19. SANITARY SEWER SERVICES SHALL BE 8" PVC SDR 35. 189-49'12'W - --- -- -- - --- - - -- 701.66 20. ALL SANITARY SEWER MANHOLE CASTINGS SHALL BE ADJUSTED WITH LADTECH HOPE ADJUSTING RINGS. a FD U.,ORILLHOLE 21. WATER SERVICE SHALL BE 6" DIP CL 52. x x " x x x x/ x x - x INCONCRETE 22. ALL WATERMAIN SHALL BE INSTALLED WITH 8' COVER MINIMUM. Y' - $ 23. VERIFY LOCATION OF FIRE DEPARTMENT CONNECTION (FDC) WITH MECHANICAL ENGINEER SUBJECT TO REVIEW BY THE FIRE CHIEF. 0 40 I1a 24. INSTALL STRUCTS 5' INTO THE BUILDING. VERIFY LOCATION WITH MECHANICAL ENGINEER. GRAPHIC SCALE IN FEET N • CivilEngineering 0LandPlanning I report has that this Plan. specification PARKVIEW GRAND APARTMENTS SANITARY SEWER & WATERMAIN PROJECT NO: CAMPION 7800 Plonew Creek Center, or report has been prepared by me or PLAN 19-040 S under my direct supervision and that ENGINEERING Maple Plain, MN 55359 1 am a duly 9 sod Profesbional Engineer 3 NO. DATE DESCRIPTION m SERVICES, INC. Fax: 763-479-5172 763-479-4242 and ala j .75tate of Minnesota. KUEPERS INC. DATE REVISIONS lJJ E -Mail: mcamplanOcampioneng.com M rttn m - 1c. ✓ 19901 Date: OTS EG O, M N SHEET N 0 . 4 0 F 10 SHEETS 01/14/2020 e WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 LEGEND STRUCTURESCHEDULE 7.1 CU YD CLASS III RIPRAP RANGE 2.3 PROPERTY LINE 880 EXISTING CONTOURS X900 - PROPOSED CONTOURS --------- EASEMENT LINE CB 1 SETBACKS -WET- DELINEATED WETLAND EDGE -»-»- STORM SEWER CBMH 3 SANITARY SEWER IWATERMAIN STMH 1 -x-x- FENCE ofoE- OVERHEAD POWER LINE �EoE- UNDERGROUND ELECTRIC »� CULVERT 0 SOIL BORING SANITARY SEWER MANHOLE ® SANITARY CLEANOUT • STORM SEWER MANHOLE ® STORM SEWER CATCH BASIN WATER GATE VALVE HYDRANT EXISTING TREE LINE INLET PROTECTION ® ROCK CONSTRUCTION ENTRANCE 13 SILT FENCE - .. - . • - • • - • • - PRINCIPAL STRUCTURE SET84CK HEAVY DUTY BITUMINOUS wm- UTILITIES SHOWN IN 88TH STREET AND PARKVIEW AVE ARE PROPOSED. LOCATIONS AND ELEVATIONS ARE PER PARKVIEW RETAIL DEVELOPMENT PREUMINARY PIANS NOTES: 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER SURVEY PREPARED BY WESTWOOD PROFESSIONAL SERVICES. 2.THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 3.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 4.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 5.THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. 6.THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF LAND. 7.THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A.DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT LOCATIONS AS DETERMINED BY THE ENGINEER OR HIS REPRESENTATNE. B.WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL UTILIZE IMPROVED SOILS THAT ARE WITHIN 1% OPTIMUM MOISTURE CONTENT. COMPACTION SHALL MEET 100% STANDARD PROCTOR. BELOW THE UPPER 3FEET, COMPACTION SHALL BE 95%. GRADING TOLERANCE SHALL BE 0.1'. & THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE 9.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH THE CURRENT MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL" FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 11. CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO EXISTING CITY UTILITIES. 12. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF OTSEGO SPECIFICATIONS AND DETAILS. 13. ALL STORM SEWER MANHOLE CASTINGS SHALL BE ADJUSTED WITH LADTECH HDPE ADJUSTING RINGS. CATCHBASIN CASTINGS SHALL BE ADJUSTED WITH CONCRETE ADJUSTING RINGS. 14. ALL STORM SEWER STRUCTURES SHALL HAVE INTEGRAL PRE -CAST CONCRETE BASE SECTIONS WITH A MINIMUM V DEEP SUMP. N CAMPION ENGINEERING m SERVICES, INC In N � � II 11 II II Y10IW 11 /ON Z�2 I / FOUND IRON PIPE v » g 1 CAP STAMPED LS 7439 1 I I I CBMH 2 I RIM:866.84 NE INV=864.00 SW INV -864.00 S INV =864.00 - 33' of 12' RCP O 0.45 FES INV OUT:864.15 12' R CBMH 1 ; I RIM:866.84 ' N INV=863.19 S INV =863.19 "+ I I . I o I N I F. STMH 2 RIM:869.10 N INV -862'95 S INV -862.95 STMH 1 RIM:870.20 N INV=862.64 SE INV =862.64 50' of 15' RCP O 0.45% - FES INV:862.41 15' RI RETAINING WALL, STRUCTURESCHEDULE 7.1 CU YD CLASS III RIPRAP RANGE 2.3 �--- may_ � / QI• STRUCTURE STRUCTURE CASTING NO. SIZE a oo 2 90 CB 1 24'x36' NEENAH R-3067 CBMH 1 4S° NEENAH R-3067 CBMH 3 48' NEENAH R-3067 STMH 1 48" NEENAH R-1733' STMH 2 48" NEENAH R-1733' -LETTERED 'STORM SEWER' wm- UTILITIES SHOWN IN 88TH STREET AND PARKVIEW AVE ARE PROPOSED. LOCATIONS AND ELEVATIONS ARE PER PARKVIEW RETAIL DEVELOPMENT PREUMINARY PIANS NOTES: 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER SURVEY PREPARED BY WESTWOOD PROFESSIONAL SERVICES. 2.THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 3.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 4.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 5.THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. 6.THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF LAND. 7.THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A.DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT LOCATIONS AS DETERMINED BY THE ENGINEER OR HIS REPRESENTATNE. B.WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL UTILIZE IMPROVED SOILS THAT ARE WITHIN 1% OPTIMUM MOISTURE CONTENT. COMPACTION SHALL MEET 100% STANDARD PROCTOR. BELOW THE UPPER 3FEET, COMPACTION SHALL BE 95%. GRADING TOLERANCE SHALL BE 0.1'. & THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE 9.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH THE CURRENT MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL" FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 11. CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO EXISTING CITY UTILITIES. 12. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF OTSEGO SPECIFICATIONS AND DETAILS. 13. ALL STORM SEWER MANHOLE CASTINGS SHALL BE ADJUSTED WITH LADTECH HDPE ADJUSTING RINGS. CATCHBASIN CASTINGS SHALL BE ADJUSTED WITH CONCRETE ADJUSTING RINGS. 14. ALL STORM SEWER STRUCTURES SHALL HAVE INTEGRAL PRE -CAST CONCRETE BASE SECTIONS WITH A MINIMUM V DEEP SUMP. N CAMPION ENGINEERING m SERVICES, INC In N � � II 11 II II Y10IW 11 /ON Z�2 I / FOUND IRON PIPE v » g 1 CAP STAMPED LS 7439 1 I I I CBMH 2 I RIM:866.84 NE INV=864.00 SW INV -864.00 S INV =864.00 - 33' of 12' RCP O 0.45 FES INV OUT:864.15 12' R CBMH 1 ; I RIM:866.84 ' N INV=863.19 S INV =863.19 "+ I I . I o I N I F. STMH 2 RIM:869.10 N INV -862'95 S INV -862.95 STMH 1 RIM:870.20 N INV=862.64 SE INV =862.64 50' of 15' RCP O 0.45% - FES INV:862.41 15' RI RETAINING WALL, I ",-lir---I +-1 -1 88 T1q11-1S111 :86�. 9� T 1 ----__vf'J� 7.1 CU YD CLASS III RIPRAP RANGE 2.3 �--- may_ � / QI• � � • Iz 0 vv ve a oo 2 90 N to°Ij o/noa vw �A www Z II n° w m N N O �'e 589°49'12•W 701.66 - - - - - - W L No 1�4 I m W II II Qwww �•- ` l I ",-lir---I +-1 -1 88 T1q11-1S111 :86�. 9� T 1 J O O 0_ -FES 2 :862.5( FES 3 / EASEMENTPERP RKVIEWRETAIL(� / n / v 66' of 15' RCP O 0.507 - / e¢ JJ 153.27 ' x - e Civil Engineering a Land Planning I hereby certify that this plan, specification or report has been prepared by me or 1800 Pioneer Geek Center, under my direct supervision and that P.O. Box 249 1 am a duly II sed Profesbional Engineer Maple Plain, MN 55359 and s ya t Ye of Minnesota. Phone: 763-479-5172 9 Fax: 763-479-4242 -_ _01 14/20: E -Mali: mcomplonOeampioneng.com Martin m 19901 Date: W i i OCS (SEE DETAIL)- �,-RIM:866.50 'i W INV5z86J-no -x.. - NE INV =867- 02' RCP O -1.811f Z9 i iv Io UP e_ -JI I i� x3 I ___ / FOUND OR/LL HOLE 88 TH S TREE T N4,l IN CONCRETE all 4T -6N& e - e t I I I I I I � 1 I I /7 I RIGHT OF WAY TO BE DEDICATED=----- j v J PER PARKVIEW RETAILO --- Q >< . > 3 ' I o I I rl -I i i DO 'U I EASEMENT PER BQOK94 OF MISC, PAGE 173 (15) -___I 0 1121 d IN O I I Z 1 I 1 I 1 D Z Q Z I � NE 1/4 I I Q T. ' i J T11mmm Z Z • UO_ W W W � Z Q Q '•X SANITARY MH -3 = I RE=867.72 acac IE=857.20 (E) Q IE=857.10 (N) O -CBMH-103 BY OTHERS RE=866.64 IE=861.05 (N) IE=861.50 (SW) ,Is IE=861.05 (SE) CBMH-102 (1) ( N IN RE=866.64 IE=860.62 (NW) IE=860.41 (SE) U � I `21" FES -100 (1) i ----__vf'J� 7.1 CU YD CLASS III RIPRAP RANGE 2.3 �--- may_ � / QI• � � • Iz IE=860.00 • I wl m IL' I I I I I I I _ I OJ -1• wNI Z_J oA mrnl i- N N -7co �N m ��I 030 C), N 589°49'12•W 701.66 - - - - - - W L No 1�4 I Of I 4 1 I 40 6o D -D: I GRAPHIC SCALE IN FEET w I I I 5 f 8" PVC O 2.00% _ I J O O 0_ -FES 2 :862.5( FES 3 / EASEMENTPERP RKVIEWRETAIL(� / n / v 66' of 15' RCP O 0.507 - / e¢ JJ 153.27 ' x - e Civil Engineering a Land Planning I hereby certify that this plan, specification or report has been prepared by me or 1800 Pioneer Geek Center, under my direct supervision and that P.O. Box 249 1 am a duly II sed Profesbional Engineer Maple Plain, MN 55359 and s ya t Ye of Minnesota. Phone: 763-479-5172 9 Fax: 763-479-4242 -_ _01 14/20: E -Mali: mcomplonOeampioneng.com Martin m 19901 Date: W i i OCS (SEE DETAIL)- �,-RIM:866.50 'i W INV5z86J-no -x.. - NE INV =867- 02' RCP O -1.811f Z9 i iv Io UP e_ -JI I i� x3 I ___ / FOUND OR/LL HOLE 88 TH S TREE T N4,l IN CONCRETE all 4T -6N& e - e t I I I I I I � 1 I I /7 I RIGHT OF WAY TO BE DEDICATED=----- j v J PER PARKVIEW RETAILO --- Q >< . > 3 ' I o I I rl -I i i DO 'U I EASEMENT PER BQOK94 OF MISC, PAGE 173 (15) -___I 0 1121 d IN O I I Z 1 I 1 I 1 D Z Q Z I � NE 1/4 I I Q T. ' i J T11mmm Z Z • UO_ W W W � Z Q Q '•X SANITARY MH -3 = I RE=867.72 acac IE=857.20 (E) Q IE=857.10 (N) O -CBMH-103 BY OTHERS RE=866.64 IE=861.05 (N) IE=861.50 (SW) ,Is IE=861.05 (SE) CBMH-102 (1) ( N IN RE=866.64 IE=860.62 (NW) IE=860.41 (SE) U � I `21" FES -100 (1) i 7.1 CU YD CLASS III RIPRAP RANGE 2.3 IE=860.00 I I N 589°49'12•W 701.66 - - - - - J, - - OUND DRILL HOLE/ -1N-C% IN CONCRETE I I 0 40 6o I GRAPHIC SCALE IN FEET PARKVIEW GRAND APARTMENTS STORM SEWER PLAN PROJECT NO: KUEPERS INC. 19-040 °A OTSEGO, MN SHEET NO. 5 OF 10 SHEETS 01/14/2020 WARNING: _ THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAVING FOR LOCATIONS OF ALL ^I a rn m an w o c EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INW.'•�� �--- H�� ��"a / MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. vai .n rn `1 ',O m m No N N N a N W Z I m m W N N N K X y I W x l THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 - m W o l ;o o •- o N w w w z ao o 'o ro w a W AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND U1 rn w mm II w w �rn Ilmw II II II w V�-- L .L'-------- --------� WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED o r ,n w v www - ^ ig - - STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACETHE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ' 1: R<R CALL BEFORE YOU DIG w m LE aV �, ' ��� �� »-» -- _ _ _ _ _ FOUNINCONCRD DRILL OETE GOPHER STATE ONE CALL Ill < , I' SOWN K�RREErAAK 1 ` �xl x�r' .� � 7N STREET Nil S TWIN CITY AREA: 651-454-0002 ---'? _ 6NF_ wo- TOLL FREE 1-800-252-1166 L{L1IE'. - - - - - -.. -- �[-- , y 1 TREE c 'T \ o. UTILITIES SHOWN IN 88TH STREET AND FOUND IRON PIPE)--If`m ' S ! / \ L ( a ' , PARKVIEW AVE ARE PROPOSED. CAP STAMPED L5 7439 CALL 48 HOURS BEFORE DIGGING: LOCATIONS AND ELEVATIONS ARE PER • ,E ' ` - �o I ? ' , GOPHER SPATE ONE CALL PARKVIEW RETAIL DEVELOPMENT PRELIMINARY 6?,. _ - � �� •���'� - �'� ' i I TWIN CITY AREA 651-454-0002 I--' - r MN. TOLL FREE 1-800-252-1166 PIANS � `O .' t5 t IT RIGHT OFWAY TO REDEDICATED- GENERAL NOTES I I 67.5 - L r� M 1 UI PER PARKVIEW RETAIL L 0 e69�P� Iz Z > 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. > 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT - PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. I m o la• - a o 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 00 FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PIANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR_ BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). jo GUTTER 5.0' !/ Woe - 4. 4. THE CONTRACTOR SHALL MARK THE LOCATIONS OF EXISTING GATE VALVES AND MANHOLES WITH STEEL FENCE POSTS PRIOR TO BEGINNING 5.0' U GRADING. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY EASEMENT PER BOOK 94 OFMISC• PAGE 173 (75) AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO _ i B'1S N w y � TC)) AVS 921 I , I INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING I m Z J SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES I - Q SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I J o o I 7. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED I s• N m m I - m x' , OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING O0 DO O '' =' • `O EQUIPMENT OR OTHER MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT' OR OTHER TOXIC MATERIALS. I I I I q 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 'O Z °D I W <k «-«- I � , O ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. __ I o 1 , i Z 9. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE SUBGRADE THE CONTRACTOR SHALL I I _ - �LLJ o N I TN NE 1�4 I Z PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROWING SHALL BE AT THE DIRECTION OF THE + W O I 1 SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH �' Z w I �•- SECTIONS ARE UNSTABLE CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE I 4' 1 Q Y SOILS ENGINEER AND AS SPECIFIED. i - Q Q I I� 10, THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. R IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY \ CL I iZ I Q I TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE PARKING LOT, AND BUILDING PAD AREAS _ PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT AND RECOMMENDATION OF THE SOILS ENGINEER. I _ r Z I o , I Ltd 11. EMBANKMENT MATERIAL NOT PLACED IN THE STREET. PARKING LOT OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.31`2 OR AS DIRECTED BY THE SOILS ENGINEER.�� 80 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS `^ 87; a I \ "a s - �' `� - ENGINEER. EMBANKMENT MATERIAL PLACED IN THE PARKING LOT SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY �. ' I - - J I \ - / I ' •- c��'-�• `n'.11 = - - - - - - - - - - - METHOD AS OUTLINED IN MN/DOT 2105.31`1. EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHALL BE COMPACTED IN 6 ACCORDANCE WITH THE SOILS REPORT. �, I._`�t' I / n 'o 13. TOLERANCES: I I I \ w w w ZU a.THE STREET AND PARKING LOT SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 r I 889 2pt I / Cn k I j FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. I - b. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.20 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS _ Q DIRECTED BY THE ENGINEER. I f 8" PVC 0 2.00% I ; I o : c. TOPSOIL SHAT BE GRADED TO PLUS OR MINUS XINCH OF THE SPECIFIED THICKNESS. I- t t G q Q Z `Z 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEW AND MULCH AND BE WATERED UNTIL A >. - HEALTHY STAND OF GRASS IS OBTAINED. '� - Q - 6870 7 y O I Z 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. .•�` 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. - y v SANITARY MH -3 Z I 1 RE=867.72 ` Ep IE=857.20 (E) `Z Y o / .Fr.=tn IE=857.10 (N) I Z a` untr A ---.4 I �� O y EASEMENT PER (9i �, '� 1z / Q) CAUTION NOTES: U I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS / Z BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT I g7\Q,p CBMH-103 BY OTHERS U a TO BE RELIED ON AS BEING EXACT OR COMPLETE RE=866.64 869 rs h•,J `' • / IE=861,05 (N) THE CONTRACTOR MUST CONTACT Al THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXTO CAVATION REQUEST EXACT z ' z I 887 � � IE=861.50 (SV/) FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH B to THE PIE=B6t.05 (SE) ROPOSED IMPROVEMENTS SHOWN ON THE PIANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CAWNG 66 �� �Y ^ IN GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. T / 7Zi�p �� CBMH-102 (t) N INFILTRATION BASIN GRADING,ah 8 / / /•1'b Y RE=866.64 E=860.62 (NW) W 1. THE CONTRACTOR SHAT AVOID COMPACTING THE BASIN BOTTOM. RUBBER TIRED EQUIPMENT SHALL BE PROHIBITED WHEN WORKING IN THE N \ %� / IE=Ben E (';a c BASIN AREA. T=871.0 I B=865.5 \ / LEGEND -� 2. BASIN BOTTOMS UP TO THE HIGH WATER ELEVATION SHALL BE RESTORED WITH SITEMNDOTG SEED MIX UBSTA . B=868.0 • oa' _ y / SANITARY SEWER MANHOLE 3. INFILTRATION BASIN SHALL BE GRADED 12"-18"ABOVE FINAL ELEVATION UNTIL SITE GRADING IS SUBSTANTIALLY COMPLETE. ONCE � � '� / PROPERTY LINE 5 UPGRADIANT VEGETATION HAS BEEN ESTABLISHED, THE BASIN SHALL BE GRADED TO FINISH GRADE ELEVATION, THE NATIVE SOILS •� Z, ® SANITARY CLEANOUT DECOMPACTED TO A DEPTH OF 12 -18 AND THE BASIN RESTORED. 4:1 yh "\ 7.1 CU YD 880 EXISTING CONTOURS �. - X900 PROPOSED CONTOURS STORM SEWER MANHOLE ' BOTTOM -860.5 �� `a 1 b / - _ _ _ _ _ _ _ - EASEMENT LINE ® STORM SEWER CATCH BASIN N CAUTION NOTES: HWL=865.0 _ SETBACKS WATER GATE VALVE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS-�I -WET- DELINEATED WETLAND EDGE HYDRANT BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS 862 s NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE 865 864 _ _ -►�►y- STORM SEWER b o EXISTING TREE UNE 866 h8� > 1 SANITARY SEWER THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT - 871 - I WATERMNN INLET PROTECTUTILITYFIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT ■ x -872'- __ WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR ---- _ - -- en "---�'� -'�''- M949 -49 701,r -X-X- FENCE i - a ® ROCK CONSTRUCTION ENTRANCE BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. - - x x x x ti o 8868.0 xB=868.0 _ %/ x x x VE UE UNDERGROVERHEAOUND POWER UNE UNDERGROUND ELECTRIC SILT FENCE p CULVERT a 40 80 ' 0 SOIL BORING HEAVY DUTY BITUMINOUS GRAPHIC SCALE IN FEET N •CivilEngineedng Land Planning I hereby certify that this plan, specification GRADING PLAN PROJECT NO: CAMPION or report has been prepared by mea PARKVIEW GRAND APARTMENTS 1800 Pioneer Geek Center, s P.O. Box 249 unser d direct supervision114ii and that 19-040 ENGINEERING Maple Plain, MN 55359 I am a duly II sed Pr fe tonal Engineer M SERVICES, INC. Phone: 763-479-5172 and s loaf Minnesota. KUEPERS INC. NO. DATE DESCRIPTON /J\1 Fax: 763-479-4242 _01 14/2020 DATE: Ei REVISIONS E -Mail: mcomplonOcomploneng.com M rtin Gam c. ,99Q; �" Dat„ OTSEGO, M N SHEET NO. 6 OF 10 SHEETS 01/14/2020 WARNING: �e �� THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL UTILITIES SHOWN IN BETH STREET AND ^I 3 Z3 w o: m ^' w-tO I S „ EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN PARKVIEW AVE ARE PROPOSED. ¢ ¢ m M . W -" " 1 m m m ,� m m m ao m N o o II b' w •G_, � m I W g`g / a MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LANES. LOCATIONS AND ELEVATIONS ARE PER _ mvwm CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651 LTHE � au0 cau 4sw -454-0002 m o+ .- n m w �� II u v rr w w - - - - - - - - - - - - - - - - - - AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND PUNS ��co ru)wc�¢ w_ww w < ,r mNz'_g WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED cr .6 m m a ' STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE m n °D z °j o��` o� ��------- - qz•°� FOUND DRILL HOLE E THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. P '_ ' .lON A2 I ' -y� �-�� ��-�� x x ,- ------ STREET NFI IN CONCRETE CALL BEFORE YOU DIG R/GNd ICATED-\. �S�"TH i l s GOPHER STATE ONE CALL' f �Z7 AxKwE14-'� _ TWIN CITY AREA: 651-454-0002 - - - - - -- ,-x- � a e TOLL FREE 1-800-252-1166 '+ssl 7-/J FOUND IRON PIPE T L 7439 S TRE T �/ Y V ?. -�'.eN�.�- - -ffsl _ •'- ��� mma =� Wi; CA 1E L; ` _ S �� LEGEND ,� , _ _ _ _ _ _ _ ` SANITARY SEWER MANHOLE / PROPERTY UNE O SANITARY CLEANOUT- 880 EXISTING CONTOURS 0 STORM SEWER MANHOLE - --- ____------ , �900� PROPOSED CONTOURS II 67.5 _ j RIGIrOFWAY TOBEDEDICATED PER PARKVIEW RETAIL --------- EASEMENT UNE ® STORM SEWER CATCH BASIN - SETBACKS I; 1 L �,ce 5 _MIZ Z / `o ¢ I I WATER GATE VALVE + �j c/ o �N ``� -WET- DELINEATED WETLAND EDGE HYDRANT 1p _ - \ wlf -►>-D?^- STORM SEWER EXISTING TREE LINE I I mmi II SANARY //�� EWER ` 7 l c INLET PROTECT/ONWATERMA IJ -x-x- FENCE �� 06 4: � -- /-sa.o -or-ac- OVERHEAD POWER UNE ROCK CONSTRUCT70N ENTRANCE ® rl' GUTTER 867.0 5 0. -ue-ue- UNDERGROUND ELECTRIC SILT FENCE I 209 r II� � ESEMENT PER BOOK 940E MI54, PAGE 173 (]5)- - p0 � CULVERT �� •o •m- � Io HEAVY DUTY B/TUM/NOUS SOIL BORING ry 7214 , h CONTROL _Ii (n _ I EROSION/SILTATION I m z _j -I m \ I I i i Z 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF H- THE CITY.N I s. w I i OO Z 2. THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE 11 PERMIT FOR CONSTRUCTION I m 0] O 0 w w I ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND I m °oo W DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT ,o H- w AND AGREES TO ABIDE BY THEM. 3. THE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. Iw I °o - - z I LL1 o N THNE 1/4 I 1 I 0 ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPCA SHALL BE INSTALLED WITHIN 24 HOURS l- - OF NOTIFICATION. IN OR Z^ SH '� 4. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR EXISTING STORM SEWERS I �, Q. Q � I CIL SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED I � a < Q I _ w SWEEPING. -m Q 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROWNG ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK\ BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE I - `m, U rp z O Ww I � DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ` 6. ANY DEPOSITING OF SILT IN SHALES OR EXISTING STORM SEWER SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE m �� I - I 8 .0 ` Q � �- I �\ Ne / 61 ��� a .- ,� _� _ _ _ _ iQ I i ( � -i --_ _ ._ I / ^�1-�-nI I SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM A \I \ 1 / m w w m Z THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. OF THE MPCA PERMIT. ,`-^�" v 69 v 0 I ' m m m my w w w I 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND THE MONITORING REQUIREMENTS 8. ALL DISTURBED AREAS, EXCEPT ROADWAYS, PARKING LOTS, BUILDING AREAS, AND SIDEWALKS, SHALL BE RESTORED WITH A MINIMUM 4 INCHES A 1� -�0 869 209 I I - A I � Qr Lv TOPSOIL, SEEDED AND MULCHED (TYPE 1). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 22-111 O 31 I \ I W <L I LBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE \ f 8" PVC 0 2.00% x A OWNER: (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDOT SEED MIX 21-113 APPLIED AT A RATE ` g69• / 1 a Q OF 110 LBS/ACRE SHALL BE USED FOR TEMPORARY SEEDING IF NEEDED. _ >- 869 i ~ KUEPERS INC. 9. INFILTRATION BASINS SHALL BE SEEDED WITH MNDOT SEED MIX 33-261 WITH HYDRAULIC MATRIX. - - Q 870 CHRIS RAIMANN 10. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE \ y v SANITARY MH -3 17018 COMMERCIAL PARK ROAD a. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY. - \ I ]A , RE=867.72 BRAINERD, MN 56401 Ct b.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. aT-• `� / ED IE=857.20 (E) PH. 218.829.0707 Q c.CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. \ / l .Fr.=Lz7 IE=857.20 (N) d. MAINTAIN EROSION MEASURE. I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE e. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. I m _j \ UPI A• - -4 pv EMAIL;- CRAIMANN®KUEPERS.COM f. INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. --. 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL - O O FASEME)VFPER � \, `° SWPPP DESIGNER FABRIC AND GRAVEL OVER ALL CATCH IN GRATE INLETS UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONTRACTOR SHALL PUCE MIRAFI BAS w__ _� _ \ (I CAMPION ENGINEERING SERVICES, INC. PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETED. 12. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED. AND SURROUNDED BY SILT FENCE \ •� 6 - CBMH-103 BY OTHERS MARTY CAMPION ;- \ 87�-p \, I 1800 PIONEER CREEK CENTER 13. BIO LOGS SHALL BE INSTALLED AT PIPE INLETS AND OURETS UNTIL RIPRAP IS INSTALLED. PERMANENT ENERGY DISSIPATERS SHALL BE INSTALLED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. � �(+'- / Iy, RE=866.64 9 MAPLE PLAIN, MN 55359 14. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL - 869 \ 3 I / IE=861.05 (N) / PHONE 763 479-5172 - BE REMOVED WITHIN 30 DAYS THEREAFTER. / Z I \ / / IE=861-50 (SW) EMAIL MCAMPION®CAMPIONENG.COM 15. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED. FENCED 6 IE=861.05 (SE) ' ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE j T 6 . 7 �'� CBMH-102 (1) EROSION CONTROL INSTALLER MATERIAL WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE. THE B 86 / / i / RE=866.64 E=860.62 (NW) - NAME: 16. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. SWPPP WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. �y _ _ - ______ -� \ �� o� / ' IE=860.41 (SE) CONTACT: 17. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED IMMEDIATELY TO UMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN T=871 0 I w - T -B69- -- / ADDRESS: SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTON OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTON TO COMMENCE STABIUZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK 8=868.0 A B=865.5 b \�°j'o/j' \ / PHONE: DAY, FOLLOWING THE DAY WHEN THE EARTH -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS SC 21" FES -100 (i) DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER NON -VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 7 DAY TIMEFRAME I I 4:1 I °p 5y `� h6 e5 7.1 CU YD CLASS Ili RIPRAP IE=860.00 7,4 A/!7 CONTRACTOR 18. THE CONTRACTOR SHALL PROVIDE AND INSTALL A SWPPP MAILBOX (INCIDENTAL). INSTALL SILT FENCEHWL=865.0 -"-,,,,:I I BOTTOM=869.5 NAME: N m AROUND POND �� __ 7 y mar-_ I CONTACT: ADDRESS: IMMEDIATELY AFTERL--------- POND GRADIN -862 my _ _-_ \ -865' 864 ti PHON : 66 ,- � - - - EROSION CONTROL BLANKET REQUIREMENTS - - --- - -x r - - s89 a9 ]z w 707.ee EROSION CONTROL QUANTITIES: 1. TEMPORARY EROSION BLANKET SHALL BE BIODEGRADABLE DOULBE-NEI STRAW (NORTH AMERICAN GREEN 5150 OR APPROVED EQUAL) AND=8 x x xT-°.--e:-r'.^ x x x x x $ EROSION MATS SHALL HAVE A MINIMUM FUNCTIONAL LONGEVITY OF 10 MONTHS. B=868.0 B=868.0 _ �, SITE RESTORATION = 3 AC 2. EROSION BLANKET PLACED ON SLOPES 3:1 OR GREATER SHALL BE ROLLED DOWN SLOPE AND WITH 4" MINIMUM LAP AND STAPLED AT 1. O.C. SILT FENCE = 2270 LF a l 3. CONSTRUCT A 6"X12" ANCHOR TRENCH 3' BEYOND CREST AND TOE OF SLOPE. STAPLE EROSION BLANKET IN TRENCH AT V O.C. INLET PROTECTION = 8 EA 4. EOF'S SHALL BE STABILIZED WITH MNDOT TRM CATEGORY 1 TURF REINFORCEMENT MAT. ROCK CONSTRUCTION ENTRANCE = 1 EA GRAPHIC SCALE IN FEET 5. 0 N • Civil Engineering a Land Planning I hereby certify that this plan, has been by PARKVIEW GRAND APARTMENTS STORM WATER POLLUTION PROJECT NO: CAMPION 1800 Pioneer Creek Center, or report prepared me g ENGINEERING � Octor under my direct supervision and th PREVENTION PLAN 19-040 C Maple Plain, MN 55359 Phone: 763-479-5172 1 am a duly It sed Professional Engineer y and ala a of Minnesota. KUEPERS INC. N0. DATE DESCRIPTION m SERVICES, INC. / DATE: Fax: 763-479-4242 !�V E -Mail mcampionOcomploneng.com 01/14/2020 y Date: OTS EG O, M N SHEET NO. 7 OF 10 SHEETS 01/14/2020 REVISIONS M rtin .Cam - e. 19901 1 HYDRANT LOCATOR ROD (FULLY WRAPPED FIBERGLASS) S FT LENGTH RED/WHITE FORM 1/2 PIPE SECTION OF .., c. WITH STAINLESS STEEL SPRING MOUNT LARGEST DIAMETER PIPE LOCATOR ROD ) 2 1/2' HOSE CONNECTION 5'-0' NYDR�D ADJUST TO FINISHED 4 1/2" PUMPER CONNECTION FINISHED -,,,,GROUND AS SPECIFIED - I HEIGHT OF VALVE BOX TO PACER TRAFFIC FLANGE HYDRANT GRADE BE ADJUSTED TO FINISHED O OR APPROVED EQUAL GROUT BOTTOM TO SLOPE O GRADE ABOVE CURB T�T3 122' TOWARD PIPE AS SHOWN BY ARROWS 4x VALVE BOX ASSEMBLY W SECTION A -A FRAME It CASTING (SEE I MH & CB SCHEDULE). VALVE VALVE LOCATION c BASE, VALVE & BLOCKS TO BE WRAPPED WITH RING(S) w 11. Y NOTES: w 2' FEET FROM in PER STD PLATE 414 � c r t. 22' BREAKOFF SECTION BACK OF CURB n 2 LAYERS OF 4 MIL = 2. LEFT HAND OPERATING NUT UNDISTURBED SOIL PLASTIC MAXIMUM DISTANCE FROM RIM 3. PAINT BARREL SECTION RED TO EXTENSION PRECAST ECCENTRIC c TO FIRST STEP IS 24'. GRADE ROD = REDUCER SECTION 4. DRAIN HOLES ABOVE NORMAL WATER 1D 3'-0" I Y TABLE TO BE OPEN, DRAIN HOLES NOMINAL ^ 18' MINIMUM I 2 SOLID CONCRETE BLOCKS r MIN 4" THICK - r BELOW NORMAL WATER TABLE BE SEPARATION FROM 512E VARIES SIZE MIN 8' X 12" PLUGGED. HYDRANTS WITH PLUGGED i 7 LINEGROGG STORM STORM SEWER W/ I STEPS AS PER MN/DOT DRAIN HOLES SHALL BE TAGGED WITH INSULATION STANDARD PLATE 4180) N 8 3/8 A METAL STRIP AND THE NOZZLE PAINTED BLACK HYDRANT DRAIN MIN. 2 LAYERS OF I O C, 16"O.C. MANHOLE TO BE CONSTRUCTED 5. ALL CAPS SHALL BE FITTED WITH STANDPIPE CHAINS. = GROUND NUTS AND BOLTS PLASTIC 4 NIL WATERMAIN MIN. THICKNESS SOLID CONCRETE BLOCKS N 4 THICK = OF PRECAST CONCRETE SECTIONS MIN. CLASS III BOTTOM B. ALL BELOW .,�.. MIN 8' X 2' i REINFORCEMENT, JOINTS SHALL SHALL BE CORE -BLUE OR 316 STAINLESS STEEL CRUSHED ROCK i CU. YD. rc BE CONSTRUCTED WITH SEAL PIPES > CONFINED 0 -RING GASKETS. O WRH GROUT m ...r'..;: CONCRETE THRUSTe ....>. - "-.,F-•: BLOCK &BASE o NOTES; o 1. ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO BE 2' FROM THE SURFACE. A I I A O a TIE BACK THE VALVE NOTES: 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL w'a• 1' 3" s '0 18" MINIMUM- 1. HYDRANT DRAINS BELOW WATER TABLE T SEPARATION FROM g 6' BASE FOR ALL MANHOLES BE PLUGGED AND THE HYDRANT TAGGED b _ LESS THAN 14 FT. DEEP n SANITARY SEWER WITH METAL STRIP AND THE NOZZLE TYPICAL RESILIENT WEDGE INCREASE BASE 2' PER 6 FT. w PAINTED BLACK. 2. ALL BELOW GROUND NUTS, BOLTS, AND � VALVE & BOX INSTALLATION MANHOLE INVERT SHALL BE OF DEPTH BEYOND 14 FT. 5' CONCRETE SLAB 1j PACER TRAFFIC FLANGE HYDRANT RODDING SHALL BE CORE -BLUE OR 316n SLOPED TO PROVIDE SMOOTH PRECAST BASE MAY BE USED $ (OR APPROVED EQUAL) STAINLESS STEEL 8 10 & UNDER WATERMAIN FLOW FROM INLET TO OUTLET FOR MANHOLES LESS THAN 14 FT. DEEP E NO SCALE E E NO SCALE HYDRANT AND VALVE INSTALLATION �s .' STORM SEWER STANDARD MANHOLE o .� a NO SCA r ' i �' NO SCALE AP aovEo erAPPROVEDyAPPRovEnSTANDARD QLR PLATE NO.;•, ts e2v. STANDAR204LATE No..; STANDARD PLATE N0.^,:STANDARD PLATE NO. 401 a-ls-ts Nh1rA a—le Is wlr "' 205 a-le-ts Mn/MlfO�A MIN. A MINIMUM OF THREE 1 ''; .i:•' •� ':"•.: GROUT BOTTOM TO SLOPE APPROVED HANDLING DEVICES- FORM 1/2 PIPE SECTION OF PIPE AS SHOWN TTOWAAR BY OV ' AT 120' SPACING. LARGEST DIAMETER PIPE• k,i A A \ A A GROUT INVERT \ __ �� FRAME & CASTING PER MH & I I +I CB SCHEDULE „ I l? -'"'';�,� 1 I PIPE CONCRETE ENCASEDPAVEMENT oQ• %�6 ADJUSTING RINGS Mn/DOT PLATE GROUT BOTTOM TO SLOPE 4026A , TOWARD PIPE AS SHOWN TOP VIEW REINFORCEMENT �( >�"I- �? BY SECTION A -A ARROWS CASTING NEENAH 3067 OR MAX 4 RINGS. MAX 1' CHIMNEY CLEARANCE - L EQUIVALENT WITH DL OR DR GRATE GROUT PER JOINT. HEIGHT CASTING NEENAH 3067 OR COVER SLAB UMBER OF ADJUSTMENT t MINIMUM 4"- EQUIVALENT WITH DL OR DR GRATE Mn �.':` DOT 4022A / It "� CASTING NEENAH 3067 ADJUSTING RING AL RINGS SHABE .. MAX 18' LL sY i OR EQUIVALENT WITH (S) O MINIMIZED THE e TOP OF CURB DL OR DR GRATE ADJUSTING RING(S) PER STD PLATE 414 EXTENT POSSIBLE. I.E. FLOW ' TOP OF URB PER STD PLATE 414' USE (2) 4- RINGS +' • �• LINE fD ADJUSTING RING(S) SEE TABLE FLOW • z - INSTEAD OF (RINGS -4, PER STD PLATE 414 LINE 'a 5 m COVER SLAB WALL TO BE PRECAST -4, Mn/DOT 4022A SECTION OR CONCRETE fie •i o, .� SEWER BLOCK w ,STEPS 1 u*x36" o e PRECAST OPENINGS S�GruT i H . MAXIMUM DISTANCE -`.--.-x-- FROM RIM TO AS PER RECAST SEGMENTS AS < �` AS REQUIRED a eS. STRUCTURE Mn/DOT MN DOT STANDARD FIRST STEP 5 24". REQUIRED IN 1 TOOT PLATE 4180) MULTIPLES z ,� - PLATE 402" GROUT INVERT STANDARD OPENINGS d. AS REQUIRED { 48„ 16" O.C. SECTION �� GROUT INVERT AS NOTES: io PIPE DIA. OPENING SIZE 11�- PRECAST LOWER SHOWN ABOVE RECTANGULAR 1. PRECAST CONCRETE OR BRICK CHIMNEY RINGS MAY BE USED FOR ALL .4' (IN.) (IN.) A SEAL PIPE A MINIMUM 36" HIGH MAXIMUM 3 6' X 4'-6- CATCH BASINS. EXISTING STORM MANHOLES, AND ANY NEW MANHOLES SECTION A -A 15 24 WITH GROUT 48" HIGH Mn/DOT PLATE OUTSIDE OF PAVED AREAS AND WITHIN CURB AND GUTTER. 16 26 4005L LOWER SECTION SECTION A -A 2. STORM MANHOLES WITHIN PAVED AREAS SHALL USE HOPE "PLASTIC' RINGS MINIMUM C.B. DEPTH - FLOW LINE TO INVERT 21 30 24 34 AND CONFORM TO STO PLATE 309 g PIPE DIA. MIN. DEPTH MINIMUM DEPTH WITH 2 RINGS g a NOTES: a � 3. CONCRETE ENCASED ADJUSTING RINGS Mn/DOT PLATE 4026A " 15 41 IN. 41 IN. i • _ . � ` : 1O 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR = 1B 45 IN. 45 IN. N I!'-0", _1 �- ,� 5" PRECAST SLAB. 4. SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE 21 48 IN. 48 IN. n NOTES: - MANHOLE INVERT SHALL BE 24 51 IN. 51 IN. y REINFORCING: SLOPED TO PROVIDE SMOOTH j 2. REINFORCING SHALL BE SINGLE LINE STEEL WIRE FABRIC j SINGLE LINE STEEL WIRE FABRIC FLOW FORM INLET TO OUTLET. HAVING AN AREA OF NOT LESS THAN 0.12 SO. IN. PER s 48 INCH DIAMETER SHALLOW R HAVING AN AREA OF NO i LESS THAN (SEE SECTION A -A) PER OF HEIGHT. FOOT OF HEIGHT. E. 0.12 SQ. IN. FOOT STANDARD STORM MANHOLE — CATCH BASIN 2q Eq" o DEPTH CATCH BASIN s 2' x 3' CATCH BASIN STORM MANHOLE ADJUSTMENT RINGS MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET_ s MAXIMUM 24 INCH DIAMETER PIPE SIZE 6o No SCALE =y NO SCALE NO SCALE NO SCALEAPPROVED STANDARDPLATENO. O�S '. O�S °� STANDARD PLATE N0. �P N0. $ �, 0ts STANDAR4t STANDARD PLATE N0. OPLATE �+ 41 4 e-te-ts NIIINfOTA a -le -Is MIMIIe{eOTA a' u e -le -Is NgAAOTA a-te_1s MIIIMefOTA N• Civil Engineering a Land Planning CAMPION 1800 Pioneer Creek canter, P.O. Boz 249 ENGINEERING Maple Plain, MN 55359 763-479-5172 SERVICES, INC. Phone:Fox 763-479-4242 E -Mag: meamplon0comploneng.cam I hereby certify that this plan, specification or report hos been prepared by me or under my direct supervision and that 1 am a duiy II sed Pr onol Engineer un , la , of Minnesota. Ot 14/2020 M rtin m - e. 19901 Date: PARKVIEW GRAND APARTMENTS W E P E R S INC. OTS EG O, M N DETAILS PROJECT NO: 19- 4 NO. DATE DESCRIPTION SHEET NO. 8 OF 10 SHEETS DATE: 61/14/2020 REVISIONS POUR CONCRETE COLLAR AROUND FES TO ANCHOR BLOCKS NOTE: DIMENSION E IS GIVEN ON STD. PL 3100 h 3110. IST ROW OF BLOCK SHALL BE 'KEYED" IN AT TOP AND ALONG EDGES /✓ CONCRETE BL�OCK,1_j_ r1.0' O /GEOTEXTILE FABRIC Q SEC. B -B BLOCK SHALL BE BACKFILLED W/TOPSOIL 4 y B `�✓ SO USE EQUIV. D FOR PIPE ARCH (SEE STD. PL 3110 FOR EQUIV. D) . _ ,CONCRETE BLOCK GEOTEXTILE FABRIC ®"-' ----- - SEC A -A ARTICULATED CONCRETE BLOCK SHALL BE A HANDPLACED INTERLOCKING CONCRETE BLOCK SYSTEM, CABLE CONNECED CONCRETE BLOCK MAT, OR APPROVED EQUAL 1Q FOR PIPES GREATER THAN OR EQUAL TO 46', USE 2.0' 0 GEOTEXTILE FABRIC PER Mn/DOT SPEC. 3733. FABRIC SHALL BE OVERSIZED A MINIMM OF 12' AND COVER THE ENTIRE AREA UNDER THE BLOCK MAT AND EXTEND UNDER THE CULVERT APRON 3 FEET. © IF A CABLE CONCRETE SYSTEM IS USED, MULTIPLE MATS MUST BE TIED TOGETHER PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDING BEYOND THE FINISHED EDGES SHALL BE CUT FLUSH TO THE BLOCK. ARTICULATED CONCRETE BLOCK AT R.C.P. OUTLET i STANDARD PLATE NO." °om500 5-10-07 A-41� MnDOT 2573 MACHINE SLICED OR PREASSEMBLED MIN. 2 1/2' ROVE GROUND OPTION AS APPROVED BY THE CITY ENGINEER. 6'X6' EARTH FILL L FENCE MATERIAL 6' APRON 5' POSTS - 8' MAX. ON CENTER MINIMUM 2' PENETRATION REF. MnDOT 3886 SILT FENCE NO SCALE I o amoP STANDARD PLATE NO.."; 501 WD,IssseTw = 5' a2. YVARIABLE 7 6x6x 10/10 WWM PLAN VIEW OF RAMP SIGN DEPTH OF CONCRETE SHALL COLOR SIZE BE DETERMINED BY TYPE OF APPROX. 10:1 SLOPE CURB AND GUTTER ROUND ALLOPEG INTERSECTIONSTOP OF CURB SECTION AA t WHITE 30'x 30' ELEVATION OF RAMP • 2 y CUp OR CURB 1' PER DESIGN STREET 007TQ Fr. OR RATTER 9�J Q� GRADE STREET NAPE WHITE ---- - ALL INTERSECTIONS . a i -N^ H.W.MM * I T Ta t ON GREEN I" f I/Y' PREFORMED CONCRETE WALKAASHTO JOINT FLLER �. :. •' ''n ' ' M213 THE STREET NAME SIGNS SHALL BE NOTCHED AND MOUNTED IN AN E450 'C'►' •.. INTEGRA•� SECTION A -A • � - EkPAI'V$ION JOINT- „ JOINT STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC $ M 1. ADA REQUIRED TRUNCATED DOME AREA SHALL BE CAST IRON INSERTS m A CONCRETE CURB AND GUTTER MO SNAIL COMPLY WTM Y, T STANDARD PLATE NO. MIM.. DESIGN V w,oRT[ coaaeTc caNae,t Ca1aETE Ca„a[R E E � � •¢ a PRECAST TRUNCATED DOPE INSERTS SMALL BE DARK GRAY TN COLOR M STOP SIGNS SHALL HAVE DIAMOND GRADE VIP RETROREFLECTIVE SHEETING (ASTM TYPE IX). VISUALLY CONTRAST WITHTHE ADJACENT SIDEWALK. THE CURB o ADJACENT TO THE TRUNCATED DOME INSERTS SHALL BE HAND FORMED u-sn rnt Haas wW rp I: lu rax mTx T 'S SUCH THAT NO GAP MUM AS A RESULT OF THE CURVATURE OF THE Y RACK OF C1AtL TYPICAL CROSS GUTTER 2. VARIES WITH CURB HEKNR. EXAUPIE SHOWN R FOR e" CURB HEK.HM �,4, NO SCALE PEDESTRIAN CURB RAMP s NO SCALE �' STANDARD PLATE 140. a ^ 7D1 S °P '. STANDARD PLATE NO. 0 a-18-13 NgLI ANURMY Iaa NIMWneYA N• CMI Engineering • Land Planning CAMPION 1800 Pioneer Creek Center, ENGINEERING Maple Plain. MN 55359 SERVICES, INC. Phone: 763-479-5172 Fac 763-479-42420 E -Mail: mcompian0camploneng.Gam I hereby Certify that this plan, specific, or report has been prepared by me or under my direct supervision and that I am a dUlyy If , Led Pr conal Engin and a la a of Minnow Martin - C. i 19901 00 DESCRIPTION REVISIONS 1'-2' WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE '10 Odd" DESIGN B 1•VT R I TEL t^ R (. Ta M CaNI 1 �{ a`a• BAG —DROP INLET WITH GRATE TYPE FF (MONO -MONO FABRIC) BAG FILLED WITH 1.5' CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL 18" OF GE07EXTILE 2' WRAPPED AROUND . WOOD IS X 4' AND STAPLED. GEOTEXTILE ARE SHALL BE - 8" MIN. GREATER ON ALL SIDES OF THE INLET COVER. PLACE GEOTEXTILE UNDER INLET COVER.Q WOOD 2"X4" EXTENDED 8" BEYOND GRATE WIDTH ON BOTH SIDES. MONOFEILAMENTLLIN BOTH DIRECTIONS. PROTECTION SPEC. 3886 FOR MACHINE SLICED. ® WIMCO'S MAY BE USED IN PLACE OF ABOVE. ® ALL DROP INLET PROTECTION SHALL BE REMOVED PRIOR TO WINTER FREEZE. DROP INLET PROTECTION NO SCALE 70 IB STANDARD PLATE NO."d, 505 a a zaw crrT�((JJ or „ I STANDARD PLATE NO. 507 STREET SIGNS sMlt��c `impar'.:. BRACKETS ---- AS . DIRECTED r BY ENGINEER REVERSE SLOPE GUTTER SECTION II SECONDARY SIGN , race, raT a nTm NOTES, © uans— mer Wm ADAk= Ta NOR MYDeI,I MGM >Q STMOM Plea MRnJML rel JOINT DromTm ® am m TTm Nate. UNJIM aTHENAM 9ECVXL R A DRTOW aural LUPE is Pow"M M I= T Ha. POST SHALL BE PLACED IN A 12" DIA. X 2' DEEP HOLE FILLED WITH CONCRETE FURNISH AND INSTALL NEW SIGNS SIGN SIGN COLOR SIZE COMMENTS NUMBER R7-1 STOP WHITE 30'x 30' ■ . Ir ■ . Ir ■ . a^ ■ • x" ■ . x• NOTES: ON RED POSTS SHALL BE CYLINDRICAL TUBE STEEL POSTS, THE POST SHALL BE MEETING ASTM A -444R 00. 12 ADE A. GAUGE GOLD ROLLED GALVANIZE STEEL STREET NAPE WHITE 9' PLATES ALL INTERSECTIONS a i -N^ H.W.MM * I T Ta t ON GREEN SIGN BASE MATERIAL SHALL BE ALUMINUM. a a la• vet Lax tss ran Lax i rata a0a° Iaa vasD mnD W rax Dae■ a ■ c^ o -v■- rw aOrai na vm■ ooze n.r vat, Gan t■a vex mTm ttJ rax para lu a c•• wen- rale Gam rW■ Coxa n eRa Dear ,as rax mTx va rax o ST( n v n -TIF n na a: rlaD w ax Gam n Js . APPIgYm MARDI 1ii99a STATE OF VVWWTA SPECIr1CATm ST a DEPARTMENT Or TRAN"TATION R6D[NCE CONCRETE CURB AND GUTTER — tcrmc svz ■ENIN, 7w DESIGN BAND DESIGN V I Isms Gal[ 7100h1 a -1e-14 D PARKVIEW GRAND APARTMENTS KUEPERS INC. 4/2020 OTSEGO, MN CITY or � I STANDARD PLATE NO. Gem VV 805 DETAILS SHEET NO. 9 OF 10 SHEETS 19-040 /1 DESIGN V IMT IC R ■ . Ir ■ . Ir ■ . a^ ■ • x" ■ . x• NOTES: DESIGN B a ATE a axslEiE G01Os1E ,A�'an coacTE CFL Ole e101 : [gf � gEl: le20 1¢ 044 -Fol POSTS SHALL BE CYLINDRICAL TUBE STEEL POSTS, THE POST SHALL BE MEETING ASTM A -444R 00. 12 ADE A. GAUGE GOLD ROLLED GALVANIZE STEEL If a i -N^ H.W.MM * I T Ta t SIGN BASE MATERIAL SHALL BE ALUMINUM. f P n-1? is n3 ew M am EDA ILD Willi t>A r IrDa tM ■ t i THE STREET NAME SIGNS SHALL BE NOTCHED AND MOUNTED IN AN E450 s r .a i eR■ m , ea tW n a-vr rc u■- ■ma oaew a m■u man to mea ma ■tmD tLo max Rtmt aA • � BRACKET AND PLACED ABOVE THE STOP SIGN. STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC $ ■ . It• • . M' ■ - N^ ■ • x" ■ • x^ RETpOREFLECHVE SHEETING (ASTM TWE IV). DESIGN V w,oRT[ coaaeTc caNae,t Ca1aETE Ca„a[R E E � � •¢ a STOP SIGNS SHALL HAVE DIAMOND GRADE VIP RETROREFLECTIVE SHEETING (ASTM TYPE IX). � �� � � � u-sn rnt Haas wW rp I: lu rax mTx T 'S SIGNS AND INSTALLATION OF SIGNS SHALL BE IN ACCORDANCE WITH THE *MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" a a la• vet Lax tss ran Lax i rata a0a° Iaa vasD mnD W rax Dae■ a ■ c^ o -v■- rw aOrai na vm■ ooze n.r vat, Gan t■a vex mTm ttJ rax para lu a c•• wen- rale Gam rW■ Coxa n eRa Dear ,as rax mTx va rax o ST( n v n -TIF n na a: rlaD w ax Gam n Js . APPIgYm MARDI 1ii99a STATE OF VVWWTA SPECIr1CATm ST a DEPARTMENT Or TRAN"TATION R6D[NCE CONCRETE CURB AND GUTTER — tcrmc svz ■ENIN, 7w DESIGN BAND DESIGN V I Isms Gal[ 7100h1 a -1e-14 D PARKVIEW GRAND APARTMENTS KUEPERS INC. 4/2020 OTSEGO, MN CITY or � I STANDARD PLATE NO. Gem VV 805 DETAILS SHEET NO. 9 OF 10 SHEETS 19-040 /1 it HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE. HANDICAP SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE 4NDICAP PARKING ACCESS SLE WITH PAINTED 12" GH LETTERING OF " NO 4RKING" CENTERED )WARD DRIVE ISLE NOTE: SEE PLAN FOR PARKING LAYOUT 4" WIDE PAINTED STRIPING AT 45' AND AT 2' O.C. AT ACCESS AISLE /-FACE OF CURB PARKING VEHICLE ID REQUIRED HANDICAP PARKING SIGNS, 12"X18", OR PER LOCAL CODE NO PARKING ACCESS AISLE VAN HANDICAP VAN ACCESSIBLE PARKING ACCESSIBLE SIGN, 12"x16", OR PER LOCAL CODE, AS HANDICAP SIGN APPLICABLE NOTE: BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL _� i__ s SIDEWALK o N 0 NOTE: HANDICAP SIGN CENTERED STRIPPING TO AT HEAD OF SPACE, 2' MIN MATCH PARKING, AND 8' MAX FROM FACE OF UNLESS PER CURB Q LOCAL CODE HANDICAP PARKING 10" DIAMETER CENTER SYMBOL IN PARKING STALL, ALL LINES TO BE 5" WIDE ro HANDICAP SYMBOL 3" x 3" OPENIN (MIN OUTLET PIPE NOTES: 1. PROVIDE POURED CONCRETE INVERTS. 2. GROUT LIFT HOLES. 6" 0 ORIFICE INV. EL.=862.50 GROUT ALL DOGHOUSES, PLASTER OUTSIDE WITH 6" COLLAR, STRIKE INSIDE LEAN 167LF-12" RCP O 0.60% EL. = 862.50 GRATE 48" AOLI -1/2" STAINLESS TEEL ANCHOR OLTS AND }" x 4" 4" CLIPS }"x1 -}"ss FLAT BAR RING IECE POND SKIMMER GRATE, HOT -DIP GALVANIZED 8 EL. = 865.50 F 12" OUTLET ELi— PIPE 862.50 EL. _ I i—1 - BOT=860.50 I I I—I 6" PRECAST BASE WITH 2'--/ III I III III—IT III—I i I III—I—I I POURED GROUT ON 6" —� I—III—i 11= COMPACTED AGGREGATE BASE BASIN 1: OUTLET CONTROL STRUCTURE BEND 6" DIP WATER RISER DETAIL 8" REINFORCED CONCRETE WEIR, KEYED INTO WALL OR ATTACHED W/ REBAR DOWELS (#4 O 8" SPACING). (WATERPROOF GROUT 28LF -12" RCP N • Civil Engineering •Land Planning CAMPION 1800 Pioneer Creek Center, ENGINEERING PopleBox 24MN 55359 SERVICES, INC. Phone: 763-479-5172 Fax: 763-479-4242 E—Mali: mcomplonOcamploneng.cam nereoy cerury Max mm pian, apecmwaon or report has been prepared by mea under my direct supervision and that 1 am a dul�li sed Profegbional Engineer and e a tate of Minnesota. � , 01 14/2020 PARKVIEW GRAND APARTMENTS KUEPERS INC. OTS EG O, M N DETAILS TESTABLE CAP $ e SHEET NO. 10 OF 10 SHEETS DATE: 01/14/2020 11' X 2 1/2" REVISIONS M rtin m — re. 19901 Date: COMPANION RANGE 6" EZ ADPT. FLANGE FOR DIP PIPE THREADED ROD 2.0" BITUMINOUS WEAR COURSE SPEC 1.5" BITUMINOUS WEAR COURSE SPEC a�3 6" DIP 2360 TYPE MVWEA240C 2360 TYPE MVWEA240C TACK COAT PER 2357 �\� , � i9 TACK COAT PER 2357 .0" BITUMINOUS BASE COURSE MVNW2408 " '� 2.0" BITUMINOUS BASE COURSE MVNW240B CONCRETE SUB SPEC 2360 SPEC 2360 ..1.(" 8" CUSS 5 AGGREGATE BASE 6" CUSS 5 AGGREGATE BASE SPEC 3138 (100% CRUSHED) SPEC 3138 (100% CRUSHED) COMPACTED SUBGRADE COMPACTED SUBGRADE EI HEAVY DUTY PAVEMENT SECTION LIGHT DUTY PAVEMENT SECTION FLANGE BEND 6" DIP WATER RISER DETAIL 8" REINFORCED CONCRETE WEIR, KEYED INTO WALL OR ATTACHED W/ REBAR DOWELS (#4 O 8" SPACING). (WATERPROOF GROUT 28LF -12" RCP N • Civil Engineering •Land Planning CAMPION 1800 Pioneer Creek Center, ENGINEERING PopleBox 24MN 55359 SERVICES, INC. Phone: 763-479-5172 Fax: 763-479-4242 E—Mali: mcomplonOcamploneng.cam nereoy cerury Max mm pian, apecmwaon or report has been prepared by mea under my direct supervision and that 1 am a dul�li sed Profegbional Engineer and e a tate of Minnesota. � , 01 14/2020 PARKVIEW GRAND APARTMENTS KUEPERS INC. OTS EG O, M N DETAILS YKVJtI:I NV: 19-040 $ e SHEET NO. 10 OF 10 SHEETS DATE: 01/14/2020 S NO. DATE DESCRIP11O1 REVISIONS M rtin m — re. 19901 Date: i 2'-O° DIA. z POLE LIGHT FOUNDATION DESIGN LLI SCALE: 3/8" = 1'-0" :E LIGHT POLE ELEV 8 (TERN PER MANUFACTURER A. ANCHOR BOLTS 18" 5TH ./- l" WITH 3" HOOK ALT PROJECTION qUT FLUSH WITH GONG, BAR VERT. W1 03 TIES )LE < BOTTOM :ONCRETE BASE \ " 3E) W/ SURE ABOVE GRADE, DISH EXPOSED SURFACES: I CONCRETE I ` \ PLANTING LEGEND - SITE TREES: = BLACK HILLS SPRUCE - P/CEA GLAUCA DENBATA B i B 4 FEET HIGH TOTAL TREES = 28 = NORWAY SPRUCE - PICEA ABIES B t B 4 FEET HIGH TOTAL TREES = 12 - BURR OAK - QUERCUS MACROCARPA •-.,q,•.?� B 4 B 2" CALIPER TOTAL TREES = l AUTUMN BLAZE MAPLE - ACER X FEEMANII B i B 2., CALIPER cq TOTAL TREES = 25 = PRAIRIFIRE FLOWERING CRAB - MAL US 'FRAIRIFIRE' O B < B 1.5" CALIPER TOTAL TREES = 6 5' HT. ALUM, FENCE AT PLAY SET AND POOL ENCLOSURES REVISIONS DATE U U U 0 - 1' i 3 m 0 I 125 1 1 I y 9 w N `0 c a� 0 � �m PY:• ; U -3 '10 UNIT APARTMENT BUILDING LEVEL I PARKING - -10 STALLS FFE (GARAGE) 870.0 FUTURE PARK VIEW AVENUE LANDSCAPE PLAN = LI.I SCALE: I" = 60'-0" LANDSCAPE NOTES: I, LANDSCAPED AREAS TO RECIEVE SOD. RETENTION BASIN AREAS SHALL BE SEEDED (MNDOT 260). 2. LAWN IRRIGAION SYSTEM TO BE INSTALLED AT ALL SOD AREAS t SHRUB BEDS. 3. SOD SHALL BE CULTURED KENTUCKY BLUEGRASS, LANDSCAPE CONTRACTOR WILL WATER AT TIME OF INSTALLATION AND ROLL ALL SOD AS NEEDED TO ASSURE SMOOTH TURF AREAS. ALL SLOPES GREATER THAN 3 TO I SHALL BE STAKED. 4, ALL SHRUB BEDS TO RECEIVE LANDSCAPE ROCK WITH It BARRIER FABRIC. 5. ALL AREAS WHERE SOD AND ROCK TOUCH SHALL HAVE COMMERCIAL GRADE BLACK POLY EDGER, 6, ALL SINGLE STEM TREE SPECIES SHALL BE STAKED. 1, PLANTING SOIL TO BE A 1-1-1 MIXTURE WITH I PART PEAT, I PART SOIL t 1 PART SAND. 8, LOCATE ALL UTILITIES BY ACTUAL LOCATION IN THE FIELD PRIOR TO PLANTING OPERATION. SITE LIGHTING LEGEND: 013 P-1 = POLE MOUNTED LUMINAIRE - 4" SQUARE 20' POLE - RAB LIGHTING IVAT 3 OOO ALL POLE MOUNTED LUMINAIRES SHALL BE MOUNTED ON A CONCRETE BASE THAT IS A MIN, 30" ABOVE FINISHED GRADE AT PARKING LOT O WP -I = WALL PACK LUMINAIRE - RAB LIGHTING SLIM IS NOTE: ALL DECKS TO HAVE A WALL MOUNTED EXTERIOR LIGHT THAT 15 MANUALLY CONTROLLED BY THE TENANT - PATRIOT LIGHTING - SONOMA IOLI82TWPT OR EQUAL, ZONING NOTES: SITE INFORMATION: LOT AREA : LOT AREA = 151,456 S.F. ( 3.477 ACRES) DENSITY CALCULATIONS: BASED ON R-1 MULTIPLE FAMILY RESIDENCE DISTRICT - TOTAL SITE AREA = 151,456 5,F, - 2,500 S.F. PER DWELLING UNIT - DEDUCT 300 S.F. FOR UNDERGROUND PARKING PER UNIT - DEDUCT 300 S.F. FOR NEIGHBORING COMMERCIAL USES PER UNIT - DEDUCTION LIMIT OF 500 SF, PER UNIT - 10 TOTAL DWELLING UNITS X 2000 S.F. REQUIRES 140,000 S.F MIN LOT SIZE REQUIRED SETBACKS BASED ON R-1; 51D51DE YARD SETBACK = 10 - FRONT YARD SETBACK = 35' - REAR YARD SETBACK = 20' - ACCESSORY STRUCTURE SETBACK = 10' MIN. PARKING CALCULATIONS: -DWELLING UNIT X 10 = 140 STALLS REQUIRED l0 LEVEL I PARKING STALLS PROVIDED - 12 SURFACE STALLS PROVIDED TOTAL PARKING STALLS = 142 STALLS USABLE OPEN SPACE CALCULATIONS: - REQUIRED OPE —SP7CIE = 10 UNITS X 150 S.F. = 52,500 S.F. - USABLE OPEN SPACE AT BUILDING -EAST SIDE = 31,660 B.F. - USABLE OPEN SPACE AT BUILDING - WEST SIDE = 32,000 S.F. - TOTAL USABLE OPEN SPACE PROVIDED = 63A60 S.F, A MONUMENT SIG SEE SHEET LI.3 JOB 0I-1-3-1104 DRAWN CHE CJR DATE 15CA I-13-20 q5 Lli 1 DWG. o cq rn W m CV CL LU W~ 57< � w xJ DV L o rn = z rnf gm �� w y a m JOB 0I-1-3-1104 DRAWN CHE CJR DATE 15CA I-13-20 q5 Lli 1 DWG. � POOL STAMPED CONC. DECK PAVER LANDING PLANTING LEGEND - SHRUBS - 0 = AUTUMN BRILLIANCE 5ERVICEBERRY - AMELANCHIER X GRANDIFORA 4 FEET HIGH TOTAL SHRUB5 = 12 ® = DWARF HIGH -BUSH CRANBERRY - VIBURNUM OPULUS NANUM 3 GALLON TOTAL SHRUBS = 50 O = TINY WINE NINEBARK - PIIY6OCARP615 OPULIFOVUS 3 GALLON TOTAL SHRUBS = 35 = KARL FOERSTER GRASS - CALAMAGROSTIS ACUT/FLORA I GALLON yh� TOTAL SHRUB5 = 20 q j = LITTLE PRINCESS 51IREA - 5P/REA ✓APOIGA "LITTLE PRINCESS" 3 GALLON TOTAL SHRUBS = 31 = ARBORVITAE - TNUGA OCCIDENTALLIS FI01 /15TRUP' 3 GALLON TOTAL SHRU55 = 11 .O rmjwm WAF MERIN O i • ob°A o ie i°O`n0 o0� O O OO , �oe'oa n oo ° _ �opoc ' e°�� ' rop 'o. �. p 4� rop ^� ooUp • ubo'�op ``oeo;s'ODd -o4a°�'� °paQ0000d 1be °off po d , ✓ O �o.ep'�°ppS� (O n0 O' - '4 G- n ® ® ® ® ® OO ® ® ® ® ® O O O O . C C e ° 01 -10 UNIT APARTMENT BUILDING i PAVER LANDING LANDSCAPE PLAN - SHRUB PLANTINGS AT BUILDINCs PERIMETER s LI.2 SCALE: 1/32" = 1'-0" REVISIONS DATE s 0 WQ UamO E � � -ArL QE m 0 r9 mN U aQ 0 p 3 u�ou �000W c Vl z a o N O z,w o 04 li/—♦il/_/ Lu 00 ob WN ^�m r) z N Lu Lu W ~ x ca U a DW o x lL V Z co a m LVA JOB OI -15-1104 L1,2 DWG. L I I• I I I d1. ; I` 2 SECTION - TYPICAL L1.3 SCALE: 3/8" = 1'-0" DOUBLE SIGNAGE - SEE SIGN BY ELEMENTS INC. TRT. 2X8 BEAM - SUPPORTS SIGNAGE STONE CAP MTL. 'L' BRACKET: POWDER COATED BLACK: (2 PER COLUMN) °I "" CONC. ANCHOR BOLT - TITAN HD: TYP. AT EACH BRACKET -� (2) 3/8" THRU-BOLTS (STAINLESS STEEL): TYP. AT EACH BRACKET I 1 ej I I• Y <le q I I• III I s � I a. l d e • I •:.la � Q q d )NE VENEER (MATCH BUILDING) 16 COLUMN BLOCK CMU RE -POUR CMU COLUMN -4 VERT. REBAR: TYP. 2X8 BEAM - SUPPORTS SIGNAGE GRADE 3'01A, CONCRETE SONO -TUBE LANDSCAPE EDGING PLAN VIEW LI.3 5CALE: 3/8" = 1'-0" 3 MONUMENT SIGN ELEvATION LI.3 SCALE: 3/8" = 1'-0" GENERAL NOTES: 1, SIGN ILLUMINATION: GROUND MOUNTED FLOODLIGHT LUMINAIRE - EACH SIDE: RAB LIGHTING X34 2. SIGN ILLUMINATION: SIGN LIGHTING TO CONCENTRATE THE ILLUMINATION UPON THE PRINTED AREA OF THE SIGN FACE. NO ILLUMINATION MAY EXCEED ONE FOOT-CANDLE OF ILLUMINATION AT THE PROPERTY LINE. 3. LANDSCAPE REQUIREMENTS: SIGN BASE TO BE LANDSCAPED WITH SMALL SHRUBS A MIN. OF 16 INCHES IN HEIGHT AT PLANTING TO PROVIDE CONTINUOUS SCREENING: OF THE SIGNAGE BASE. LANDSCAPING TO EXTEND A MIN, OF 2 FEET FROM THE SIGN BASE ON ALL SIDES, LANDSCAPE LEGEND: TINY WINE NINEBARK ' PHYSOCARPUS OPLILIFOLIUS ' HEMEROCALLIS ' STELLA DE ORO HYDRANGEA PANICULATA ' LITTLE LAMB ' REVISIONSI DATE w JOB OI -19-1104 DWG. 1-1 O O N cb N Z d LuQ m w Z Q co m L1,3 No. Description Date A3.1 UP UP i 0 0 0 [—i c—i [—a a'-3b d='& ° o MECHANICAL I hereby certify that this plan, specification, or report was 27 28 29 ROOM prepared by me or under my direct supervision and that I am a 26 duly Licensed Architect underthe laws of the State of o 25 F106 ° Minnesota. ° 24 o Name: Christopher J. Raimann, AIA 23 30 Signed: 31 22 PARKING 32 Data 10-22-2019 License#:46319 21 GARAGE 33 20 100 34 ° 19 35 ° VENT ° 18 36 17 37 16 38 14 15 WER LOBB 39 AIR Cie (/e O ° 13 102 HANDLER z W O 12 49 48 — I ° „ 50 up 47 �N 10 51 46 00 9 52 45 _ I 8 53 44 7 54 ° ° 43 UP ° 5 s 56 55 0 42 TAIR m NCC L 3 4 58 57 105 q, REFUSE z 40 ENCLOSURE 2 59 0 0 1 60 ° 3 (/1 Lr— W 61 VENT 62 a A3.1 63 ~ X 64 A3.1 U ° Q 65 W m 66 a \ UP 67 o Q TAIR 68 = W 69 104 U z — �- 70 \ CieQ o POOL Q m 2 BUILDING U) A3.1 o Q REFUSE POOL � ENCLOSURE V Y PLAYSET L 5' ALUM. FENCE AT (6 POOL & PLAYSET ENCLOSURE n Level 1 Overall Plan ,/16, =,,_o Kuepers Inc. Parkview Grand Apts Projectnumber 01-19-xxxx Date 10/22/19 Drawn by Author Checked by Checker A1.1 Overall Floor Plan Scale 1/16" = V-0" No. Description Date A3.1 1 DECK OFFIC 1 BED 216 COMM U NIT ROOM 217 ED REV I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Name: Chnstopher J. Raimann, AIA 215 218 Signed: Date: 10-22-2019 License #: 46319 BED R 2 BED 2 BED UPPER LOBBY 1 ED REV 2 D END 208 o O� 1 09D p EV �� 0 STAIR / BED R 210 �� \ o� \ Q� BED CO E 206 1 BED Q 0 BED RE 205 BED R 212 2 BED 204 �p \ \ 213 0 1 BED 202 BED R 203 \ / \ 0 ED LA E TYPE A 201 200 DN / 2 ED TYP A 224 a A3.1 Q CORE 223 220 ,\ o QQ Q \ AIR 2 2 B D END DN 222LLJ ED EN 221 3 A3.1 O zCie r" LU 0 01 N I m z (JJ U X f \J W m F UP = LU BED E V z 207 QLI N Q m -1-1 2 A3.1 Q Q 0 C V a n Level 2 Overall Plan 1/16" = 1'-0" Kuepers Inc. Parkview Grand Apts project number 01-19-. Date 10/22/19 Drawn by Author Checked by Checker A1.2 Overall Floor Plan Scale 1/16" = V-0" No. Description Dare A3.1 i 1 DCORE ED COR I hereby certify that this plan, specification, orreportwas prepared by me or under my direct supervision and that I am a 316 ® 317 duly Licensed Architect underthe laws of the State of 2 BED2 ED REV Minnesota. o ° Name: Christopher J. Raimann, AIA 315 Signed: BED R oa _ _ po ` 2 BED Date: 10-22-2019 License #: 46319 314 �� \ Q� 319 / 283D 0 BED RE o FITNESS CENTE ED EN WQ 328 �o QQ 321 v i� z w O BED lAR E 2 84D Q� 0 00 BED RE 301 0 _ l 310 �Q o� – 1 BED – B CORE 1 BED 302 323 up �0 w m N BED RE z / 303 B END R C-6 2 D END 308 �� �� 2 8ED 322 N LU o \ \Q V w 304 3 H I— BED R 4 A3.1 305 A3.1 w m STAIR BED CO E I— Q 306 uP 9 = w BED E U z 307 Q m A3.1 Q Q 'L V Y L CU 1 Level 3 Overall Plan Yl 1/16" = 1'-0" Kuepers Inc. Parkview Grand Apts Project number 01-19-XXxx 1 Data 10/22/19 Drawn by Author Checked by Checker A1.3 Overall Floor Plan Scale 1/16" = T-0" - No. Description Date A3.1 1 1 B D CORE — — ED CO BEDR 414 QQ 41 2 BED 415 ° �0 O� — — 17 2 ED REV 0 418 po QO 2BED q1g 1 hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Name: Christopher J. Raimann, AIA Signed: Data: 10-22-2019 License #: 46319 BEDR �� 2 BED 413 ED REV ED EN 412 1 BED HEA ER RO M 428 �o �� 421 c 0 2 ED END 0 408 E M� \ B 4D10 1 BED 409 0 o� STAIR BED CO E 430 406 �O \ \ o� 0 2BED , 404 BEDR 405 \ �� 1 BED \ 402 BED RE 403 BED LAR E 401 2 BED 424 a A3.1 0p CORE 423 \TAIR2 431 B END R 422 �O � 3 A3.1 W Q 0 0- r�o C14 00 ZDCIO N � Z C-6 C N W v U Q W m ILK BED E 407 = LLJ z U z A3.1 m 1) Q Q C (0 (D a n Level 4 Overall Plan 1/16" Kuepers Inc. Parkview Grand Apts Project number 01-19-xxxx Date 10/22/19 Drawn by Author Checked by Checker A1.4 Overall Floor Plan Scale 1/16" = V-0" ■ =: i Iii.: II ��� II '■'■ i I I � II ■■■■ - IIS 11 � �■ ' 11 11 � �IIi 11 !11 � 11 IIII _ - 1■� InIII _ II it 01 II _ It1no, III !' 11 �1 S■l`It n 11 ��ll '111 IN�l'ir ir,I�:x:010.�.,,11 I!!■ 11 r11 11I�11 8 11 a FIBER CEMENT SIDING (LAP OR PANEL) BUILDING PAPER No. Description Date 1/2" OSB SHEATHING (APPLY VERTICALLY) TYPE'B' UNIT NOTES: (NOTES REFERENCE LANGUAGE IN THE 2015 11'-2" 10'-10 1/4" 5' - 5 1/2" 6'-61/4" 2X6 STUDS AT 16" O.C. 6" FIBERGLASS BATTS R-21 KNEE CLEARANCE AT3 ACCESSIBLE LAV REQUIRED VANITY 34" HT. 2X6 PLUMBING WALL MINNESOTA ACCESSIBILITY CODE). 1. THE PRIMARY ENTRANCE DOOR MUST HAVE 6 MIL. POLY VAPOR RETARDER 5/8" TYPE XGYPSUM BD. (APPLY VERTICALLY) A MIN. 32" CLEAR OPENING (SECTION 404). 2. USER PASSAGE DOORS SHALL HAVE A CLEAR OPENING OF 31-3/4" MIN. (1004.5.2.1) 3. REINFORCEMENT (WOOD BLOCKING) SHALL BE INSTALLED FOR FUTURE GRAB BAR & SHOWER SEATS AT TOILETS, BATH TUBS AND SHOWER COMPARTMENTS (1004.11.1). 4. SINKS MAY HAVER CLEAR FLOOR SPACE 2X6 PLUMBING WALL I O O k — — — -- - 2A1 - 1 - TYPICAL EXT. BUILDING WALL 1 HR IBC TABLE 721.1(2) MATERIAL 16 ITEM NO. 16-1.3 SIM. STONE VENEER OR BRICK VENEER SYSTEM EXPANDED WIRE MESH OVER 2 LAYERS TYPED' PAPER FOR PARALLEL OR FORWARD APPROACH (1004.12.2.1). 5. A CLEAR FLOOR SPACE POSITIONED FORA PARALLEL OR FORWARD APPROACH TO THE COOKTOP AND OVEN SHALL BE PROVIDED &1 00SPAC.4). 6. A CLEAR FLOOR SPACE POSITIONED FOR A 6. A CLEAR 60"W X 56"D CLEAR FLR. SPACE — — i I I I ° O — — — — — — i — I I I I 10'- 6 3/4" REF . _ I — — — — — — — O W D 12" OSB SHEATHING (APPLY VERTICALLY) 2X6 STUDS AT 18" O.C. 6" FIBERGLASS BATTS R-21 8 MIL. POLY VAPOR RETARDER 5/e" TYPE X GYPSUM BD. (APPLY VERTICALLY) PARALLEL APPROACH TO THE REFRIGERATOR/ FREEZER SHALL BE PROVIDED (11004.12.2.5). 7. OPERABLE PARTS FOR LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, ELECTRICAL PANELBOARDS SHALL COMPLY WITH SECTIONS 309.2&309.3. - — 2 SI BATH 1 2A7 I I ----------J L----_ 30"X48" CLEAR FLR. SPACE --- I O O I KITCHEN - y�1 I I o 1 56"W X 60"D CLEAR FLR. SPACE I I � /i UTILITY / 2A2 I ( I 1A- TYPICAL EXT. BUILDING WALL I HR IBC TABLE 721.1 2 MATERIAL 16 ITEM NO. 16-1.3 ( ) 5/8" TYPE X GYPSUM BD. 2X4 STUDS STAGGERED AT 16' O.C. ON 2X8 TOP & BOTTOM PLATES 8. TOILET MIN. CLEARANCE SHALL COMPLY WITH SECTION 1004.11.3.1.2. GENERAL NOTES: 1. SEE BUILDING TYPE VA TYPICAL EXTERIOR/INTERIOR WALL 2.SHOWAMINGD TAIL- SEE COMPARTMENTS 2. SHOWERRUB COMPARTMENTS MUST BE INSTALLED AGAINST WALLS THAT HAVE BEEN PRE -ROCKED WITH r — I — — — — — — — — — —, 30" X 60" I CLEAR FLR. SPACE I I 5'-1138" 0'-818' — 4 4'-812" 5 2A7 MO 33 4 z'-1^ I a' -o° L 4' ISLAND — I I -----J I 5' TURNING 2qz RADIUS \ — — - -N ------------ SHELF & ROD I / / / / — —— SOUND INSULATION: 2 LAYERS 2-12"CERTAINTEED FIBERGLASS INSULATION AT LEVEL 2 & 3 SHEAR WALLS ONLY: ADD 7/16" APA RATED WALL SHEATHING AS A BASE LAYER TO ONE SIDE 5/8" TYPE X GYPSUM BD. 2 - PARTY WALL PARTITION 1 HE GA FILE NO. WP 3380 STC 50 - NRCC TL -93-249 1 hereby certify that this plan, specification, or report was re aredb meorunderm directsu wisionandthatlama P P Y Y duly Licensed Architect underthe laws of the State of Minnesota. Name: Christopher J. Raimann, AIA Signed: L — Date: 10-22-2019 License 46319 GYPSUM ASSEMBLIES PRIOR TO INSTALLATION. 3. EACH TUB TRAP, SHOWER TRAP, WATER CLOSET PIPE FLANGE PENETRATING RATED FLOOR SYSTEMS MUST BE INSTALLED WITH A FIRE -RESISTIVE LISTED �L CA T 5/8" TYPE X GYPSUM BD. RESILIENT CHANNEL MEMBRANE PENETRATION SYSTEM. 4. THE REQUIRED MINIMUM THICKNESS OF GYP -CRETE FLOOR TOPPING MATERIAL SHALL BE MAINTAINED PER T 5 o 2X8 STUDS AT 16" O.C. SOUND INSULATION: 3-12" FIBERGLASS C� THE DESIGN LISTING UNDER ALLTUBS. 5. EACH TUB/SHOWER TRAP SHALL BE PROVIDED WITH AN ACCESS PANEL. 6. TUB/SHOWER COMPARTMENTS AND WALLS WITHIN 241NCHES OF A WATER CLOSET SHALL BE SHEATHED WITH WATER RESISTIVE GYPSUM BD. 1 1 I — — — — — zA6 5A 5 6'-51/2" 5 4'-812" 30" X 46" CLEAR FLR. SPACE 48"W X 56"D CLEAR FLR. SPACE 2X6 PLUMBING WALL VANITY 36" HT. ° 5'-43/4" r---- I BATH 2A3 � �r — — J 0'-1112A" LT INSULATION TYPE X GYPSUM BD. 3- CORRIDOR WALL PARTITION I HR GA FILE NO. WP 3243 STC 50-54 - OL 08-0907, 9-3-08 1/2" GYPSUM BD. 2X6 STUDS AT 18" O.C. SOUND INSULATION AT BEDROOMS, BATHS &UTILITY ROOMS ONLY 12" GYPSUM BD. Q U LLQ OI O� N m N Z — - 30" X 48" " 4 - INT. UNIT WALL - NON RATED X BEDROOM 2 2A5 2 BED TYPE A 224 CLEAR FLR. SPACE 3 ° 12" GYPSUM BD. 2X4 STUDS AT 16" O.C. V ILLJ m — SOUND INSULATION AT BEDROOMS, Q BATHS $UTILITY ROOMS ONLY - \ 12" GYPSUM BD. = L U 2A4 m -------------- 6 5 -INT. UNITWALL- NONRATED U Z < 2 LAYERS 5/8" TYPE X GYPSUM BD. Q m 2 Si F 6 2X4 STUD AT 16" O.C. SOUND INSULATION: 2 LAYERS 3-1/2" GLASS FIBER INSULATION 1' AIR GAP 2X4 STUD AT 16" O.C. 2 LAYERS 5/8" TYPE X GYPSUM BD. � Q ..� 11' - 2" 12'- 2 3/4" 5 4' - 3" V - 4 v4" 6 - ELEVATOR SHAFT WALL 2 HR GA FILE NO. WP 3820 STC 59 - RAL TL73-224, 7-30-73 L Ur ?> 2 LAYERS 5/8" TYPE X GYPSUM BD. BEDROOM 2X6 STUD AT 16" O.C. SOUND INSULATION: " Y 2A4 2 LAYERS 3-1/2' GLASS FIBER INSULATION 1"AIR GAP ^CU I..L 7 2X4 STUD AT 16" O.C. C q10 2 LAYERS 5/8" TYPE X GYPSUM BD. DECK 2 6A - ELEVATOR SHAFT WALL 2 HR GA FILE NO. WP 3820 NOTE: SEE BUILDING TYPE VA TYPICAL SLEEVERO:29-1/8X29-1/8" HVAC zA9 STC 59 - RAL TL73-224, 7-30-73 2 LAYERS 6/8" TYPE X GYPSUM BD. Kuepers Inc. EXTERIOR/ INTERIOR WALL FRAMING DETAIL 4/A5.8 BTM. OF RO AT 61/4" A.F.F. ❑ 2X4 STUDS STAGGERED AT 16" O.C. ON 2X6 TOP&80TTOM PLATES Parkview Grand Apts ❑ SOUND INSULATION: 2 LAYERS 2-12" CERTAINTEED FIBERGLASS INSULATION Project number 01-19-XXXX Date 10/22/19 Drawn by Author Checked by Checker 2 LAYERS 5/8" TYPE X GYPSUM BD. �1A B 7 - STAIR SHAFT WALL 2HR w GA FILE NO. WP 3910 � I A8.1 1 Dwellin Unit Plan - Two Bed Type A STC 54 - NGC 2377,5-19-70 n Wall Types . Dwelling Unit Plan 3/4" = 1'-0" Scale As indicated TYPE'B' UNIT NOTES: (NOTES REFERENCE LANGUAGE IN THE 2015 MINNESOTA ACCESSIBILITY CODE). 1. THE PRIMARY ENTRANCE DOOR MUST HAVE A MIN. 32" CLEAR OPENING (SECTION 404). 2. USER PASSAGE DOORS SHALL HAVE A CLEAR OPENING OF 31-3/4" MIN. (1004.5.2.1) 3. REINFORCEMENT (WOOD BLOCKING) SHALL BE INSTALLED FOR FUTURE GRAB BAR & SHOWER SEATS AT TOILETS, BATH TUBS AND SHOWER COMPARTMENTS (1004.11.1). 4. SINKS MAY HAVE A CLEAR FLOOR SPACE FOR PARALLEL OR FORWARD APPROACH (1004.12.2.1). 5. A CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE COOKTOP AND OVEN SHALL BE PROVIDED (1004.12.2.3.1 & 1004.12.2.4). 6. A CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL APPROACH TO THE REFRIGERATOR/ FREEZER SHALL BE PROVIDED (1004.12.2.5). 7. OPERABLE PARTS FOR LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, ELECTRICAL PANELBOARDS SHALL COMPLY WITH SECTIONS 309.2 & 309.3. 8. TOILET MIN. CLEARANCE SHALL COMPLY WITH SECTION 1004.11.3.1.2. GENERAL NOTES: 1. SEE BUILDING TYPE VA TYPICAL EXTERIOR/INTERIOR WALL FRAMING DETAIL -SEE 4/A5.8 2. SHOWER/rUB COMPARTMENTS MUST BE INSTALLED AGAINST WALLS THAT HAVE BEEN PRE -ROCKED WITH GYPSUM ASSEMBLIES PRIOR TO INSTALLATION. 3. EACH TUB TRAP, SHOWER TRAP, WATER CLOSET PIPE FLANGE PENETRATING RATED FLOOR SYSTEMS MUST BE INSTALLED WITH A FIRE -RESISTIVE LISTED MEMBRANE PENETRATION SYSTEM. 4. THE REQUIRED MINIMUM THICKNESS OF GYP -CRETE FLOOR TOPPING MATERIAL SHALL BE MAINTAINED PER THE DESIGN LISTING UNDER ALL TUBS. 5. EACH TUB/SHOWER TRAP SHALL BE PROVIDED WITH AN ACCESS PANEL. 6. TUB/SHOWER COMPARTMENTS AND WALLS WITHIN 24 INCHES OF A WATER CLOSET SHALL BE SHEATHED WITH WATER RESISTIVE GYPSUM BD. 1/2" = V-0" 2X6 PUMBING WALL FIBER CEMENT SIDING (LAP OR PANEL) BUILDING PAPER 1/2" OSB SHEATHING (APPLY VERTICALLY) 2X8 STUDS AT 16" O.C. 6" FIBERGLASS BATTS R-21 6 MIL. POLY VAPOR RETARDER 5/8" TYPE X GYPSUM BD. (APPLY VERTICALLY) 1 -TYPICAL EXT. BUILDING WALL 1HR IBC TABLE 721.1(2) MATERIAL 16 ITEM NO. 16-1.3 SIM. STONE VENEER OR BRICK VENEER SYSTEM EXPANDED WIRE MESH OVER 2 LAYERS TYPE'D'PAPER 1/2" OSB SHEATHING (APPLY VERTICALLY) 2X8 STUDS AT 16" O.C. 6" FIBERGLASS BATTS R-21 6 MIL. POLY VAPOR RETARDER 5/8" TYPE X GYPSUM BD. (APPLY VERTICALLY) 1A - TYPICAL EXT. BUILDING WALL IHR IBC TABLE 721.1(2) MATERIAL 16 ITEM NO. 16-1.3 5/8" TYPE X GYPSUM BD. 2X4 STUDS STAGGERED AT 16" O.C. ON 2X6 TOP & BOTTOM PLATES SOUND INSULATION: 2 LAYERS 2-1/2" CERTAINTEED FIBERGLASS INSULATION AT LEVEL 2 & 3 SHEAR WALLS ONLY: ADD 7/16" APA RATED WALL SHEATHING AS A BASE LAYER TO ONE SIDE 5/8" TYPE X GYPSUM BD, 2 - PARTY WALL PARTITION IHR GA FILE NO. WP 3380 STC 50 - NRCC TL -93-249 5/8" TYPE X GYPSUM BD. RESILIENT CHANNEL 2X6 STUDS AT 16" O.C. SOUND INSULATION: 3-i/2" FIBERGLASS INSULATION 5/8" TYPE X GYPSUM BD. 3 - CORRIDOR WALL PARTITION 1 HR GA FILE NO. WP 3243 STC 50-54 - OL 08-0907, 9-3-08 1/2" GYPSUM BD. 2X8 STUDS AT 16" O.C. SOUND INSULATION AT BEDROOMS, BATHS & UTILITY ROOMS ONLY 1/2" GYPSUM BD. 4 - INT. UNIT WALL - NON RATED 1/2" GYPSUM BD. 2X4 STUDS AT 16" O.C. SOUND INSULATION AT BEDROOMS, BATHS & UTILITY ROOMS ONLY 1/2" GYPSUM BD. 5 - INT. UNIT WALL - NON RATED 2 LAYERS 5/8" TYPE X GYPSUM BD. 2X4 STUD AT 16" O.C. SOUND INSULATION: 2 LAYERS 3-1/2" GLASS FIBER INSULATION 1"AIR GAP 2X4 STUD AT 16" O.C. 2 LAYERS 5/8" TYPE X GYPSUM BD. 6 - ELEVATOR SHAFT WALL 2 HR GA FILE NO. WP 3820 STC 59 - RAL TL73-224, 7-30-73 2 LAYERS 5/8" TYPE X GYPSUM BD. 2X6 STUD AT 16" O.C. SOUND INSULATION: 2 LAYERS 3-1/2" GLASS FIBER INSULATION 1" AIR GAP 2X4 STUD AT 16" O.C. 2 LAYERS 5/8" TYPE X GYPSUM BD. 6A - ELEVATOR SHAFT WALL 2 HR GA FILE NO. WP 3820 STC 59 - RAL TL73-224, 7-30-73 2 LAYERS 5/e" TYPE X GYPSUM BD. 2X4 STUDS STAGGERED AT 16" O.C. ON 2X6 TOP & BOTTOM PLATES SOUND INSULATION: 2 LAYERS 2-1/2" CERTAINTEED FIBERGLASS INSULATION 2 LAYERS 5/8" TYPE X GYPSUM BD. 7 - STAIR SHAFT WALL 2HR GA FILE NO. WP 3910 STC 54 - NGC 2377, 5-19-70 /1 Wall Types 3/4" = 1'-0" I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Name: Christopher J. Raimann, AIA Signed: Date: 10-22-2019 License#:46319 4- 0_ Kuepers Inc. Parkview Grand Apts Project number 01-19-vooc 1 Date 10/22/19 Drawn by Author I Checked by Checker Scale A8.3 Dwelling Unit Plan (./) C) U line,� z LL Q O 00 N J CO W m N ZC L (!i Lr_ I wLI F_ X U Q W m \ f— OL = LLI U Z I� < a m 4- 0_ Kuepers Inc. Parkview Grand Apts Project number 01-19-vooc 1 Date 10/22/19 Drawn by Author I Checked by Checker Scale A8.3 Dwelling Unit Plan FIBER CEMENT SIDING (LAP OR PANEL) N. Description Date BUILDING PAPER TYPE W UNIT NOTES: 1/2" OSB SHEATHING (APPLY VERTICALLY) (NOTES REFERENCE LANGUAGE IN THE 2015 1A 2X8 STUDS AT 16" O.C. MINNESOTA ACCESSIBILITY CODE). 9' - 0" 6" FIBERGLASS BATTS R-21 1. THE PRIMARY ENTRANCE DOOR MUST HAVE 6 MIL. POLY VAPOR RETARDER A MIN. 32" CLEAR OPENING (SECTION 404). 2. USER PASSAGE DOORS SHALL HAVE A CLEAR 5/8" TYPE X GYPSUM BD. (APPLY VERTICALLY) OPENING OF 31.3/4" MIN. (1004.5.2.1) 3. REINFORCEMENT (WOOD BLOCKING) SHALL BE INSTALLED FOR FUTURE GRAB BAR & SHOWER SEATS AT TOILETS, BATH TUBS AND SHOWER SLEEVE RO: 29-1/8" X 29-1/8" BTM. OF RO AT 61/4"A.F.F. 1 - TYPICAL EXT. BUILDING WALL 1 HR IBC TABLE 721.1(2)MATERIAL 16 ITEM NO. 16-1.3 COMPARTMENTS (1004.11.1). 4. SINKS MAY HAVE A CLEAR FLOOR SPACE FOR PARALLEL OR FORWARD APPROACH (1004.12.2.1). S.A CLEAR FLOOR SPACE POSITIONED FORA HVAC = IBB to SIM. STONE VENEER OR BRICK VENEER SYSTEM EXPANDED WIRE MESH OVER 2 LAYERS TYPE'D' PAPER 1/2" OSB SHEATHING APPLY VERTICALLY ( ) PARALLEL OR FORWARD APPROACH TO THE COOKTOP AND OVEN SHALL BE PROVIDED (1004.12.2.3.1 & 1004.12.2.4). 6. A CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL APPROACH TO THE REFRIGERATOR/ FREEZER SHALL BE PROVIDED (1004.12.2.5). 2 DECK 3' - 0" 2X6 STUDS AT 16" O.C. 6" FIBERGLASS BATTS R-21 6 MIL. POLY VAPOR RETARDER 5/8" TYPE X GYPSUM BD. (APPLY VERTICALLY) 7. OPERABLE PARTS FOR LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, ELECTRICAL 1A - TYPICAL EXT. BUILDING WALL 1 HR IBC TABLE 721.1(2) MATERIAL 16 ITEM NO. 16-1.3 PANELBOARDS SHALL COMPLY WITH SECTIONS 309.2 & 309.3. 8. TOILET MIN. CLEARANCE SHALL COMPLY WITH SECTION 1004.11.3.1.2. = 1 B10 BEDROOM 5 1 B4 5/8" TYPE X GYPSUM BD. 2X4 STUDS STAGGERED AT 16" O.C. ON 2X6 TOP & BOTTOM PLATES SOUND INSULATION: 5 2 LAYERS 2-1/2"CERTAINTEED FIBERGLASS INSULATION I hereby certify that this plan, specification, or report wee GENERAL NOTES: 1. SEE BUILDING TYPE VA TYPICAL EXTERIOR/INTERIOR WALL FRAMING DETAIL -SEE 4/A5.8 AT LEVEL 2 & 3 SHEAR WALLS ONLY: ADD 7/16" APA RATED WALL SHEATHING BASE LAYER 70 ONE SID AS A E 5/B" TYPE X GYPSUM BD. prepared by me or under my direct supervision and that I em a duly Licensed Architect under the laws of the Stale of Minnesota. Name: Christopher J. Raimenn, AIA Signed: 2. SHOWER/TUB COMPARTMENTS MUST BE INSTALLED AGAINST WALLS THAT HAVE BEEN PRE -ROCKED WITH GYPSUM ASSEMBLIES PRIOR TO INSTALLATION.GA 3. EACH TUB TRAP, SHOWER TRAP, WATER CLOSET a -3 '. 1r - 2 3/a^ 2 -PARTY WALL PARTITION 1 HE FILE NO. WP 3380 STC 50 - NRCC TL -93-249 Date: 10.22.2019 License 46319 5 PIPE FLANGE PENETRATING RATED FLOOR SYSTEMS MUST BE INSTALLED WITH A FIRE -RESISTIVE LISTED 5/8" TYPE X GYPSUM BD. MEMBRANE PENETRATION SYSTEM. 4. THE REQUIRED MINIMUM THICKNESS OF GYP -CRETE FLOOR TOPPING MATERIAL SHALL BE MAINTAINED PER THE DESIGN LISTING UNDER ALL TUBS. 5. EACH TUB/SHOWER TRAP SHALL BE PROVIDED WITH AN ACCESS PANEL. 188 RESILIENT CHANNEL 2X8 STUDS AT 16" O.C. SOUND INSULATION: 3-1/2" FIBERGLASS INSULATION O 6. TUB/SHOWER COMPARTMENTS AND WALLS WITHIN 24 INCHES OF A WATER CLOSET SHALL BE SHEATHED WITH WATER RESISTIVE GYPSUM BD. — 2U = 5 IBED 211 30" X 4$" 5/8" TYPE X GYPSUM BD. 3 - CORRIDOR WALL PARTITION 1 HR GA FILE NO. WP 3243 STC 50-54 - OL 08-0907, 9-3-08 1/2" GYPSUM BD. z Ll.J O CP rIIIIIIIN 00 183 CLEAR FLR. SPACE 2X8 STUDS AT 16" O.C. w m N VANITY 36" HT. 0 I SOUND INSULATION AT BEDROOMS, BATHS & UTILITY ROOMS ONLY p� 2X6 PLUMBING ---_ WALL - _J1 I 48"W X 56"D CLEAR FLR. SPACE BAT „ I 1 B3 30" X 4$" I CLEAR FLR. SPACE 1/2" GYPSUM BD. 4 - INT. UNIT WALL - NON RATED 1 2" GYPSUM BD. 2X4 STUDS AT 16" O.C. SOUND INSULATION AT BEDROOMS, BATHS &UTILITY ROOMS ONLY � V)L�LJ ~ X UI W 0 — = w 5 1-112° 5'-43/4" < o T 1/2" GYPSUM BD. 5 -INT. UNITWALL- NONRATED 2 LAYERS 5/8" TYPE X GYPSUM BD. z Q (n _ 3'-6" 2'-13/B" — — — — — — — J j C Ll 4' ISLAND a I c 2X4 STUD AT 16" O.C. SOUND INSULATION: 2 LAYERS 3-1/2" GLASS FIBER INSULATION 1" AIR GAP 2X4 STUD AT 16" O.C. 2 LAYERS 6/8" TYPE X GYPSUM BD. 6 -ELEVATOR SHAFT WALL 2 HR C L_ (D 0 1Bz I o GA FILE NO. WP 3820 I UTILITY KITCHEN I O C 182 F1B1 a STC 59 - RAL TL73-224, 7-30-73 2 LAYERS 5/8' TYPE X GYPSUM BD. 2X6 STUD AT 16" O.C. SOUND INSULATION: 2 LAYERS 3-1/2" ; Y L 3' 10'-83/4" V LASS FIBER INSULATION 1"AIR GAP A 2X4 STUD AT 16" O.C. 2 LAYERS 5/8" TYPE X GYPSUM BD. 2X6 PLUMBING WALL REF. O O I i i 66- LEVATOR SHAFT WALL 2 HR GA FILE NO. WP 3820 Kuepers Inc. z –– – – – – – – --- -- SHELF &ROD O O STC 59- RAL TL73-224,7-30-73 2 LAYERS 5/8" TYPE X GYPSUM BD. B, 2X4 STUDS STAGGERED AT 16" O.C. ON Parkview Grand Apts 2X8 TOP & BOTTOM PLATES Project number 01-19-XXXX Data 10/22/19 6'-81/4" 5'-51/2" 11'-01/4" SOUND INSULATION: 2 LAYERS 2-1/2" CERTAINTEED 3 <.> Drawn by Author Checked by Checker FIBERGLASS INSULATION 2 LAYERS 5/8" TYPE X GYPSUM BD. 7 - STAIR SHAFT WALL 2HR A8.1 0 Dwellin 1 1/2" Unit Plan -One Bed STC 54 NGC 2377,15-19-70 WaIIT es Dwelling Unit Plan = 1'-0" 3/4" = 1'-0" Scale As indicated ola. w.... SaN -1• = 30R ScheduJe 24 RAB SLIM18 CAST 1 2b0425Bmo 2564 0.8 21 LIGHTING BROWN d50 (2).les INC. RC PAINTED LIGHTING FINNED METAL HOUSING, I CIRCUIT BOARD WITH 1 LED, MOLDED PLASTIC A REFLECTOR WITH SPECULAR FINISH, CLEAR FIAT GLASS LENS IN CAST BROWN PAINTED METAL LENS FRAME. 4 RAB Type 4 1 dlf1810114- 14327 0.8 116.648 ^ LIGHTING 20a.les ❑ E INC. RC LIGHTING 2 RAB Type 4 1 dif1810114- 14327 0.8 233.296 p LIGHTING 20a.les L7 F INC. RC LIGHTING 0 RAB Type 2 1 dlfl810114- 10742 0.8 91.9264 ^ LIGHTING 1la.les ❑ C7 INC. RC • LIGHTING ❑ 0 RAB LIGHTING Type buten lumen 1 dlf1903117- 3a.les 11366 0.8 94.5504 H 0 INC. V W W W C e d E `m CL a a m c� 3 d m WIIf�M � amu, a MIJ�FiVdf tiFlfA1F71E a view #1 Deal ner C.WCRENBERG Date ;2 2020 ia Not W Scale Drawing No. Summa