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ITEM 3.2TPC The Planning Company PLANNING REPORT TO: FROM: REPORT DATE: ACTION DATE: RE: TPC FILE: BACKGROUND 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com Otsego Planning Commission D. Daniel Licht, AICP 1 November 2019 14 December 2019 Otsego — Parkview Retail; Coborn's Marketplace 101.02 ITEM 3.2 Rice Companies has submitted plans for final plat approval of Parkview Retail. The proposed final plat consists of 2 lots and 3 outlots. The preliminary plat and PUD -CUP for Parkview Retail was approved by the City Council on 22 July 2019. Application has also been submitted for development of Lot 1, Block 2 Parkview Retail. The proposed land use consists of a retail grocery store with an accessory for motor fuel facility. The proposed development requires consideration of site and building plan review and a conditional use permit for the motor fuel use. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 4 November 2019. Exhibits: ■ Site Location Map ■ Final Plat (2 pages) ■ Easement Sketch and Description (4 pages) ■ Coborn's Market Place development plans dated 10.04.19 1 ANALYSIS Comprehensive Plan. The subject site is guided by the 2012 Comprehensive Plan for commercial land uses. The proposed final 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 42) for businesses. The realignment of the street layout provides opportunity to include a multiple family use west of Parkview Avenue that will provide for a transition 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. Lot 1, Block 1 of the proposed final plat is zoned R-7, High Density Residential Development. Lot 1, Block 1 is intended for future development of a multiple family residential use. Lot 2, Block 2 is zoned B-3, General Business District and is intended for development of a retail grocery store with accessory motor fuel facilities. The grocery store is allowed as a permitted use and the accessory motor fuel facilities are allowed as a conditional use within the B-3 District. Outlots A, B, and C are zoned B-3 District for future development of commercial uses. Surrounding Uses. The subject site is surrounded by existing and planned land uses shown in the table below. The proposed commercial uses are consistent with the existing and planned business uses in the area. The planned multiple family use for Lot 1, Block 1 will provide for a desirable land use transition between existing and planned residential uses to the west and south of the subject site. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Retail, restaurant, office East Commercial B-3 District PUD District Bank SuperTarget South Commercial LD Residential B-3 District R-6 District Undeveloped Parrish Meadows (SF) West LD Residential A-1 District Rural Residential Final Plat: The following comments pertain to the proposed final plat application: ■ Lot Requirements. Section 11-68-6.A.3 of the Zoning Ordinance requires lots within the R-7 District be a minimum of 20,000 square feet in area. There is no minimum lot width requirement for lots within the R-7 District. Lot 1, Block 1 complies with the lot requirements of the R-7 District. Section 11-77-7 of the Zoning Ordinance requires lots within the C-3 District to be a minimum of 1 acre in area and 200 feet in width to a public street. Lot 1, Block 2 complies with the minimum lot requirements of the C-3 District. 2 ■ Streets. The proposed final plat includes right-of-way for of the following public streets: o Right-of-way for 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) is to be dedicated to provide for the existing minor arterial streets as designated by the Transportation Plan and planned improvement of CSAH 39 by Wright County. Right -of -Way dedication for CSAH 39 and CSAH 42 is subject to review by the City Engineer and approval of Wright County. o 88th Street and Parkview Avenue are proposed as commercial streets having an 80 foot wide right-of-way as required by Section 10-8-5.13.1 of the Subdivision Ordinance. The rights-of-way are extended to the south and west plat line to provide for future access to abutting properties as required by Section 10-8-5.A.7 of the Subdivision Ordinance. The City will undertake construction of 88th Street and Parkview Avenue as a public project. o Chapter 8, Section 8 of the City Code outlines street light requirements for the proposed final plat. High mounted cobra style lights are to be required at the intersections of Parrish Avenue (CSAH 42) and 88th Street and at Parkview Avenue and 87th Street. Decorative low scale fixtures are required to be installed every 150 feet along the sides of Parkview Avenue and 88th Street. Installation and a 2 year operation fee for required street lighting will be a developer expense. Trails/Sidewalks. The final plat will include of a 10 foot wide trail on the south side of 901h Street (CSAH 39) and west side of Parrish Avenue (CSAH 42) to be constructed with the CSAH 39 improvement project. Parkview Avenue and 881h Street will include 5 foot wide concrete sidewalks on both sides of the streets to be constructed by the City. The provision of the proposed trails and sidewalks is consistent with the requirements of Section 10-8-5.D of the Subdivision Ordinance. Grading Plan. The developer has submitted grading, drainage, and erosion control plans for areas within the final plat related to private improvements. Storm water drainage for public streets will be designed by the City with the public improvement project. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. Utility Plan. Sanitary sewer and water utilities are available to the subject site. Extension of sewer and water utilities to serve lots within the final plat will be designed and constructed by the City as part of the public improvement project. Lots within the final plat are required to pay utility availability charges at the time of final plat approval. All utility issues are subject to review and approval of the City Engineer. ■ Easements. A public hearing was held concurrent with the preliminary plat application to vacate certain existing drainage and utility or right-of-way easements within the subject site. The proposed final plat provides for dedication of drainage and utility easements at the perimeter of each lot and outlot and overlying private storm water basins and public utility corridors. The proposed easements must comply with the provisions of Section 11-8-12 of the Subdivision Ordinance and are subject to review and approval of the City Engineer. ■ Park Dedication. Final platting of the subject site triggers park dedication requirements set forth by Section 10-8-15 of the Subdivision Ordinance. The Parks System Master Plan does not identify dedication of land from the subject site for public parks. As such park dedication requirements are to be satisfied as a cash fee in lieu of land. Lot 1, Block 1 will pay a park dedication fee based on 76 dwelling units that may be constructed based on the lot area. Lot 1, Block 2 will pay a park dedication fee on a per acre basis with credit for the park dedication fee paid by the prior Friendship Addition final plat. Park dedication fees are required to be paid at the time of final plat approval. Lot 1, Block 2 Development Plans. The following comments pertain to the proposed development of Lot 1, Block 2 with a retail grocery store with accessory motor fuel facilities. The site plan illustrates a potential future 9,120 square foot addition on the south end of the proposed building. The future addition would be subject to application for site and building plan review and is not included in this analysis. ■ Exterior Materials. The exterior finish materials are not specified on the submitted architectural plans. The developer must submit revised architectural plans specifying proposed exterior materials that comply with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. ■ Building Height. The proposed building is 35 in height to the high point of the flat roof at the building entrance and complies the 35 foot height allowed within the B-3 District specified in Section 11-77-8.A of the Zoning Ordinance. ■ Landscape Plan. The site plan illustrates landscaping but does not include a schedule specifying proposed plant types, sizes, and quantities as required by Section 11-19-2.13 of the Zoning Ordinance. A revised landscape plan is required to be submitted and must address: o Installation of deciduous shade trees in yards abutting public rights-of-way not more than 50 feet on center. Based on the location of infiltration basins along the south lot line, a hedge row of low growing deciduous or evergreen shrubs may be necessary in lieu of trees. o Installation of buffer yard landscaping along the west lot line to include a mix of deciduous shade trees, evergreen trees, ornamental trees, and evergreen shrubs. CI o The size of all plantings must comply with Section 11-19-2.B.3 of the Zoning Ordinance. o Irrigation provided by an inground system as required by Section 5-2-3.C.2 of the City Code. ■ Motor Fuel. The proposed use includes accessory motor fuel facilities located on the south side of the principal building. Motor fuel uses are allowed within the B-3 District as a conditional use permit subject to the provisions of Section 11-77-6.1-1 of the Zoning Ordinance: o Hours of operation for the motor fuel use are limited to 5:OOAM to 12:00 midnight unless extended by the City Council. o No plans have been submitted for the canopy. Section 11-77-6.H.3.a of the Zoning Ordinance requires the architectural materials for the canopy to be consistent with that of the principal structure. Our office recommends that the canopy utilize Grade A materials as applied to the principal building for the lower 2/3 of the canopy supports. Section 11-77-6-H.4.b of the Zoning Ordinance limits the canopy height to not more than 18 feet with a minimum of 14 feet of clearance underneath. o The motor fuel facility includes four pump islands (with an unspecified number of pumps). Section 11-77-6.H.6.b of the Zoning Ordinance requires the fuel pumps to be installed a minimum of 6 inches above the drive aisle, which must be verified. There is a 24 foot wide drive aisle between pump islands as required by Section 11-77-6.H.7.c of the Zoning Ordinance. ■ Access. Lot 1, Block 2 is to have direct access to 90th Street at the northwest corner of the lot. The access is to be limited to right-in/right-out only with construction of a center median on CSAH 39 as part of the Wright County improvement project. Traffic seeking to go west on CSAH 39 will be able to use this exit to go east to the planned roundabout and circulate to return to west bound CSAH 39. The access from Lot 1, Block 2 to CSAH 39 is subject to review by the City Engineer and approval of Wright County. Lot 1, Block 2 is also to have 2 accesses to 88th Street. The east access is aligned with the Parkview Avenue and 88th Street intersection. The west access is located at the southwest corner of Lot 1, Block 2. The accesses are spaced 290 feet from Parrish Avenue, 200 feet apart, and 10 feet from the west lot line. The location of the proposed accesses to 88th Street comply with Section 11-21-6.13.1 of the Zoning Ordinance. 5 ■ Off -Street Parking. Retail uses are required to provide 1 off-street parking stall for each 200 square feet of net floor area in accordance with Section 11-21-8 of the Zoning Ordinance. The proposed principal building within Lot 1, Block 2 has a gross area of 42,346 square feet and net area of 38,111.4 square feet (90% of gross area). The 38,111.4 square foot net area of the principal building requires 191 off-street parking stalls. The proposed site plan provides for 212 parking stalls within Lot 1, Block 2, which exceeds the number required by the Zoning Ordinance. Within the 212 parking stalls are 10 disability van accessible parking stalls as required by the Americans with Disabilities Act. Parking stalls are designed as 9 feet by 18 feet accessed by drive aisles that are a minimum of 24 feet wide. The dimensions of the parking area complies with the provisions of Section 11-21-7.B of the Zoning Ordinance. The parking area is surfaced with asphalt and surrounded by concrete curb as required by Section 11-21-7.0 and Section 11-21-7.D of the Zoning Ordinance, respectively. ■ Loading. There are 2 loading berths facing north on the northwest corner of the building. The location of the loading area allows for delivery by semi-tractor/trailer to enter the site from 88th Street and exit to 90th Street (CSAH 39). The loading area is lower than the grade of the drive aisle to the west and a screening fence is provided on the west side of the loading area. Additional landscape screening is required to be provided along the west lot line as described above. ■ Signs. The site plan illustrates a freestanding monument sign at the northwest corner of the Parrish Avenue (CSAH 42) and 88th Street intersection. This sign is located on Outlot B and must be provided for as a joint free standing sign as allowed by Section 11-37- 5.C.4 of the Zoning Ordinance with a height up to 30 feet and area of up to 100 square feet. Alternatively, the sign may be defined as an area identification sign outlined by Section 11-37-6.A of the Zoning Ordinance, which allows the sign to be up to 200 square feet in area and up to 12 feet in height. The building elevation plans illustrate wall signs on the east (front) elevation of the principal building. Wall signs within the B-3 District are allowed to be up to 15 percent of the area of the building elevation with the area of individual signs limited to 100 square feet. No wall signs are allowed to be installed upon the motor fuel facility canopy. All signs require a sign permit subject to review and approval of the Zoning Administrator prior to installation for compliance with the provisions of Chapter 37 of the Zoning Ordinance. ■ Trash. The site plan illustrates a trash compactor at the southwest corner of the building. The submitted building elevation plans do not include the west elevation of the proposed building. Section 11-18-4.0 of the Zoning Ordinance requires outdoor 0 storage of waste containers to be screened from view of public rights-of-way and adjacent properties. Plans must be submitted indicating how the area of the trash compactor is to be screened as required by the Zoning Ordinance. Exterior Lighting. The submitted plans include an exterior lighting plan and photometric plan illustrating proposed illumination patterns and intensity. Section 11-16-6.C.1 of the Zoning Ordinance limits the intensity of light at the property lines to not more than 0.4 foot-candles. The proposed lighting plan complies with this requirement except along the north lot line. Additional shielding may be required to comply with the intensity limit at property lines established by the Zoning Ordinance. Proposed light fixtures are shown to have a 90 degree horizontal cut-off as required by Section 11-16- 6.C.3 of the Zoning Ordinance. The height of freestanding light fixtures is limited to 25 feet by Section 11-16-6.C.4.a of the Zoning Ordinance and must be verified. Section 11-77-6.H.11 of the Zoning Ordinance regulates exterior lighting specific to the accessory motor fuel facility. Canopy lighting must consist of recessed canisters with no portion of the light source or fixture extending below the bottom face of the canopy. Total canopy illumination below the canopy may not exceed one hundred fifteen (115) foot-candles at ground level. The facia of the canopy may not include illumination. ■ CUP Criteria. Consideration of the conditional use permit for Lot 1, Block 2 is to be based upon (but not limited to) the criteria established by Section 11-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is guided by the 2012 Comprehensive Plan guides the subject site for commercial land uses. The proposed use provides for delivery of retail goods and services to the Otsego market. The proposed use is consistent with the Future Land Use Plan of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The proposed use is within a block of lots to be developed with commercial uses. To the south will be additional commercial development and a transitional multiple family dwelling use. To the west is an existing rural residential use planned to redevelop with commercial uses. Screening will be provided to the west to screen the existing residential and future commercial use from potential impacts related to the motor fuel facility. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. 7 Comment: The proposed motor fuel facility shall comply with the provisions of the Zoning Ordinance. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed from 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) that the Transportation Plan designates as minor arterial streets. These roadways have adequate capacity to accommodate traffic generated by the proposed use. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District where the City anticipates development of urban uses such as the proposed motor fuel facility. The City has adequate utility infrastructure and other public service capacity to accommodate the proposed use. Development Agreement. The proposed final plat and development of Lot 1, Block 2 involves public improvements and connections to City utilities. The developer is required to enter into a development agreement with the City as provided for by Section 10-10-4 of the Subdivision Ordinance. Approval of the site and building plans and conditional use permit, including conditions attached thereo, 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. RECOMMENDATION The proposed Parkview Retail final plat is consistent with the policies of the Comprehensive Plan, requirements of the Zoning Ordinance and Subdivision Ordinance, and conditions of the preliminary plat approval. Likewise, the proposed development of Lot 1, Block 2 is also consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance. Our office recommends approval of the applications as outlined below. POSSIBLE ACTIONS Decision 1— Final Plat A. Motion to recommend approval of the Parkview Retail Final Plat subject to the following conditions: 1. Right -of -Way dedication for CSAH 39 and CSAH 42 shall be subject to review by the City Engineer and approval of Wright County. 2. All street design, street construction plans, street lighting, trails, and sidewalks shall be subject to review and approval of the City Engineer; street lighting required by the City Code shall be installed as a developer's expense. 3. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. 4. All utility issues are subject to review and approval of the City Engineer. 5. The developer shall pay utility availability charges at the time of final plat approval. 6. Park dedication requirements shall be satisfied as a cash fee in lieu of land in accordance with Section 10-8-15 of the Subdivision Ordinance. 7. All drainage and utility easements shall be subject to review and approval of the City Engineer. 8. The developer shall enter into a development agreement with the City as provided for by Section 10-10-4 of the Subdivision Ordinance as drafted by the City Attorney and subject to approval of the City Council. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with policies of the Comprehensive Plan and requirements of the Zoning Ordinance and/or Subdivision Ordinance. C. Motion to table. Decision 2 — Lot 2, Block 1 Site and Building Plan Review and Conditional Use Permit A. Motion to recommend approval of site and building plans and a conditional use permit for Lot 2, Block 1 Parkview Retail, subject to the following conditions: 1. The developer shall submit revised architectural plans specifying proposed exterior materials for the principal building that comply with the requirements of Section 11-17-4.D.1 of the Zoning Ordinance. 2. A revised landscape plan shall be submitted to address: Installation of deciduous shade trees in yards abutting public rights-of- way not more than 50 feet on center. Based on the location of infiltration basins along the south lot line, a hedge row of low growing deciduous or evergreen shrubs may be necessary in lieu of trees. E b. Installation of buffer yard landscaping along the west lot line to include a mix of deciduous shade trees, evergreen trees, ornamental trees, and evergreen shrubs. C. The size of all plantings shall comply with Section 11-19-2.13.3 of the Zoning Ordinance. d. Irrigation shall be provided using an inground system as required by Section 5-2-3.C.2 of the City Code. 3. The hours of operation for the motor fuel use shall be limited to 5:OOAM to 12:00 midnight unless extended by the City Council. 4. The developer shall submit plans for motor fuel canopy: a. The architectural materials for the canopy shall utilize Grade A materials as applied to the principal building for the lower 2/3 of the canopy supports as required by Section 11-77-6.1-1.3.a of the Zoning Ordinance. b. The canopy shall be limited to not more than 18 feet in height with a minimum of 14 feet of clearance underneath as required by Section 11- 77-6-H.4.b of the Zoning Ordinance. Fuel pumps shall be installed a minimum of 6 inches above the drive aisle as required by Section 11-77-6.H.6.b of the Zoning Ordinance. Access from Lot 1, Block 2 to CSAH 39 is subject to review by the City Engineer and approval of Wright County. 7. All signs shall comply with Chapter 37 of the Zoning Ordinance and all signs shall require a sign permit prior to installation. 8. The exterior trash compactor shall be screened as required by Section 11-18-4.0 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 9. The photometric lighting plan shall be revised to comply with Section 11-16-6.C.1 of the Zoning Ordinance limiting the intensity of light at the property lines to not more than 0.4 foot-candles. 10. The developer shall verify that the height of freestanding light fixtures is limited to 25 feet by Section 11-16-6.C.4.a of the Zoning Ordinance. we, 11. Exterior lighting installed upon the canopy shall comply with Section 11-77- 6...11 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 12. All grading, drainage, and erosion control issues are to be subject to review and approval of the City Engineer. 13. All utility issues are subject to review and approval of the City Engineer. 14. All drainage and utility easements shall be subject to review and approval of the City Engineer. 15. The developer shall enter into a performance agreement with the City as provided for by Section 11-4-7 of the Subdivision Ordinance as drafted by the City Attorney and subject to approval of the City Council. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer 11 PARKVIEW RETAIL KNOWALL PERSONS BY THESE PRESENTS: That , a , ownerof the following described propertysituoted In the Countyof Wright State of Minnesolo, to wit . Lot 1, Block 1, friendshlpAddltion, Wright County. Lott, Block 1, FrlendshipAddition, Wright County, Minnesota. OutlotA, Friendship Addition, Wright Counly, Minnesota. Outlot 8, Friendship Addition, Wright County, Minnesota, AND Thatvart of the Northwest Quarter of the Northeast Quarter of Section 22, Township 121, Range 23, Wtight County, Minnesota, described as follows: Commencing at the Northwest corner ofsadd Northwest Quarter of the Northeast Quarter, thence North 89°0538' East (assumed beating) along the north line of soid Northwest Quorterof the Northeast Quarter a distance of 695.74 feet to the actual point of beginning; thence South 02319' East 691.71 feet thence North 89'0538' East 314.87 feet thence North 0'2319' West 691.71 feet to the north line of sold Northwest Quarter of the Northeast Quarter, thence South 89'05'38' West along said north line, 314.87 feet to thepoint of beginning. AND That part of the Northwest Quarter of the Northeast Quarter of Seddon 22, Township 121, Range 23, Wright County, Minnesota desalbed as follows Commencing at the Southeast corner ofsaid Northwest Quarter of the Northeast Quarter; thence North 0 degrees 49 minutes 18 seconds West (assumed bearing) along the east line of said Northwest Quarter of the Northeast Quarter, a distance of 370.41 feet to the actual point of beginning; thence South 89 degrees 16 minutes 53 seconds West a distance of 707.66 feet thence North 0 degrees 49 minutes 78 seconds West a distance of309.26 feet to a line parallel with and distant 691.71 feet south ofthe north line ofsaid Northwest Quarter of the Northeast Quarter as measured along the west line of said Northwest Quarter of the Northeast Quarter thence North 89 degrees 05 minutes 38 seconds East along said parallel line, a distance of 701.66 feet to the east line ofsaid Northwest Quarter of the Northeast Quarter, thence South 0 degrees 49 minutes 18 seconds East along said east line, a distance of 311.56 feet to the point ofbeginning. AND That port of the Northwest Quarter of the Northeast Quarter of Section 22, Township 721, Range 23, Wright County, Minnesota described as follows: Beginning at the Southeast corner ofsaid Northwest Quarter of the Northeast Quaker; thence South 89 degrees 16 minutes 53 seconds West (assumed bearing) along the south line of sold Northwest Quarter of the Northeast Quarter, o distance of 701.66 feet thence North 0 degrees 49 minutes 18 seconds West 310.41 feet thence North 89 degrees 16 minutes 53 seconds East a distance of 707.66 feet to the east line of said Northwest Quarter of the Northeast Quarter,* thence South 0 degrees 49 minutes 18 seconds East along said east line, a distance of 310.41 feet to the point ofbeginning. ' AND That part of Parcel 29, WRIGHT COUNTY HIGHWAY RIGHT OF WAY PLAT NO. B, according to the recorded plat thereof, Wright County, Minneso to, lying southerly and westerly of the following described line: Commencing at the Northwest corner of Parcel 29, said WRIGHT COUNTY HIGHWAY RIGHT OF WAYPLAT NO. B, thence South 00 degrees 08 minutes 40 seconds West assumed bearing along the west line ofsaid Parcel 29, a distance of 47.92 feet to the point of beginning of the line to be described; thence North 89 37'47' East a distance of 177.05 feet to the northwesterly extension of the southwesterly line of sold Parcel 29; thence South 44°5739' East along said northwesterly extension, a distance of 11.98 feet to the southwesterly line ofsaid Parcel 29 and sold line there terminating. Have caused the same to be surveyed and platted as PARKVIEW RETAIL.and do hereby dedicate to the public for public use forever the public ways and the drainage and utility easements as created by this plat In witness whereof said , a , has caused these presents to be signed by its proper officers this day of , 20 . By Name, Title By Name STATE OF COUNTYOF This Instrument was acknowledged before me this_ day of , 20___, by , its of , a_ an behalfofthe Notary Public, _ My Commission County, Minnesota eam. 4 SURVEYORS CERTIFICATE I, 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 theStote of Minnesota; that this platys a correct representation of the boundary survey, that all mathematical data and labels are carrealydesignoted on this plat that all monuments depicted on this plat have been, or will be correctlyset withtn one year, that all water boundaries and wetlands, os defined in Minnesota Statutes, Section 50501, Subd. 3, os of the date of thls certificate are shown and labeled on this plat and all public ways ore shown and labeled on this plot Dated this day of 20—. Christopher Foley, Licensed Land Surveyor Minnesota License No. 55343 STATE OF COUNTYOF The foregoing Surveyor's Certificate was acknowledged before me this day of , 20_ by Professional Land Surveyor. 00a o nim+.—m Notary Public, County, Minnesota My Commission Expires CITY COUNCIL, CITY OF OTSEGO, MINNESOTA This plat of PARKVIEW RETAIL was approved and accepted by the City Council of the CityofOtsego, Minnesota, at a regular meeting thereof this_ day of , 20_ and said plot is in compliance with the provisions of Minnesota Statutes, Section 50503, Subd. 2. Mayor City Clerk WRIGHT CO UNTYA UDITOWREA SURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272. 1Z there are no delinquent taxes and transfer entered this day of 20L_. Wright CountyAuditor/treasurer WRIGHT COUNTY SURVEYOR Deputy I hereby certify that In accordance with Minnesota Statutes, Section 505.021, Subd 11, this plot has been reviewed and approved this of 120 Wright County Surveyor WRIGHT COUNTY RECORDER day I herebycertify that this instrument was filed in the ace of the County Recorder for record an this _ day of , 20 , at .M., and was duly flied in Cabinet , Sleeve as Document Number Wright County Recorder mrTra Westwood Profattional Servicos, Inc. (NOO'49'18'Hi SOO"17'07"E 679.56 ,:- 310.31 Plat)) - - - - - - - - NOO'l7V7'W S79S61 :JG r. 1 ivr v I I I I 22 I ti LOT �I I I BLOCK \ 0 PARKVIEW RETAIL 3091500916) ----------------------------- I I I I I I I I 1 I I I I I I I I a 1 I . I I I m I � I A 7A I ivir / .r I I I - ag -------------mI1 ---t1- I % i EASEMENFPER I % FASFMEMPERDOCUMENT I I 1 I FRIF DSHIPADWON / I NUMBERAI031743 6"36j� - S0E301.12 If 4�, `Y, I ,)n ' lrllvGi• A%I-I. 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'r •� 1 IU..BII Inl !1/IA 11 1/n! 1T nC- 1//A 11 X71 RIG ^)I AT /n i Mtg I II tYhll7f7/ vVVIY/ / Vr1 ilnl V1 Itnl IA L- IYV. 1l 1 I 31033(31041) J - 31)36 - - SE CORNER of iHE= I / NOO.17'07"W 621.89 10'SIDEWALXANOTRAL N.W. 114 OF THE NE 1/4 OF 1 EASTUNEOFTHE- 0R10Y9'18'ly _ SEC 22,7WP. 121, FNG 13 I NW. 114 OF THE NE I/4 [)AElpl^ A'VIC /!!r- ; 1 r , nl\I \/..1F7 nV L_/v V!_ v. [_. �)^C!/`Ll ` I -I— I EASEN NTPEA EASEAIFNTPFR DOCUMENT moo, SET 1/2' BY 14' IRONPIPEMARKED BY LICENSE NO. 55343 FOUND MONUMENT RECORD DISTANCE PER LEGAL DESCRIPTION RECORD BEARING PER LEGAL DESCRIPTION THE NORTH UNE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 121, RANGE 23 15 ASSUMED TO BEAR N0937*4TE 0' S0 100 ISO SCALE IN FEET PROPOSED ORA INAGEAND UTILITY EASEMENTS ARE SHOWN THUS: II 5� j^5 II 10 I I 10 ----1-- 1 1----110 I (NOSCALE) I EASEMENTS BUNG 5 FEET IN WIDTH ADJOINING LOT LINES, AND 10 FEET IN WIDTH ADJOINING STREET LINES UNLESS OTHERWISE INDICATED ON THE PUL D00'2379'A S00'0840"W 697.71 - _ _ 603.79 - - - - - - - - - - - - - - - - - - - - f - - - - - - - - - - - - - - - - - - - 537. - 21 M m o ..VIII 1 1 47.91 � I I I I I I I I I --------- -Too-----� I 2 ( I I tD R 3, S I s I I z to ] v rX1•t LOT 1 0 �- I�---- 118.18 --- I > t``-, � `•, Qim . sSw 17117147a so0ro'40B4o'W 3632 l� _ _ rl it I nLmz3zP•Q � O NOOroB'40•E 691.71 --v -_ — — I I — r — — — — — %-+0-- 11 i i 1-OMIAMD I i i BLOCK I 2 TYEAI RUIYEASEMENTPER FRIENDSHIPADDIDON i II - - - - - - - ----------I>(C� An* -,-AI I -� aw I �I I I i hILIVL, 3(1%i nLiL,nlvlY I 1,-- OUTLOT 8 li i ISI G�� I rl DRANAGEAND I I UT?UTYEASEMEN7PER I n - FRIENDSH/PADDRIDN`1 I , I1SIDEWALXANOTRAIL - 1 - - = 0' T� FASEMENTPERDOCUMENT I IVUMOERA107581'AN 9AIII41BB--j'------ ------------I----i . n SDD'Fl40'W 17149 - - P f I i I - - ppI� i LOT � =so I i OUTLOT C i iR' nT - 1' I L7 �� I N LEA -S•ROADWAYANDURNY -40-- 4-4p_ ! T �zz AFF I % i EASEMENFPER I % FASFMEMPERDOCUMENT I I 1 I FRIF DSHIPADWON / I NUMBERAI031743 ksii vv 1 n! ll nT .V 1 n _ 22 N�� 4�, a mLimm O� I$ 6 I 1` IL ---i ------- 117--------- m w M m o ..VIII 1 1 47.91 � I I I I I I I I I --------- -Too-----� I 2 ( I I tD R 3, S I s I I z to ] v rX1•t LOT 1 0 �- I�---- 118.18 --- I > t``-, � `•, Qim . sSw 17117147a so0ro'40B4o'W 3632 l� _ _ rl it I nLmz3zP•Q � O NOOroB'40•E 691.71 --v -_ — — I I — r — — — — — %-+0-- 11 i i 1-OMIAMD I i i BLOCK I 2 TYEAI RUIYEASEMENTPER FRIENDSHIPADDIDON i II - - - - - - - ----------I>(C� An* -,-AI I -� aw I �I I I i hILIVL, 3(1%i nLiL,nlvlY I 1,-- OUTLOT 8 li i ISI G�� I rl DRANAGEAND I I UT?UTYEASEMEN7PER I n - FRIENDSH/PADDRIDN`1 I , I1SIDEWALXANOTRAIL - 1 - - = 0' T� FASEMENTPERDOCUMENT I IVUMOERA107581'AN 9AIII41BB--j'------ ------------I----i . n SDD'Fl40'W 17149 - - P f I i I - - ppI� i LOT � =so I i OUTLOT C i iR' nT - 1' I L7 �� I N LEA -S•ROADWAYANDURNY -40-- 4-4p_ ! T /~SHOWN ONiHEPUTOF II �- 1 I 1 FRIENDSHIPADDI710N I I % i EASEMENFPER I % FASFMEMPERDOCUMENT I I 1 I FRIF DSHIPADWON / I NUMBERAI031743 I 1I I^70'ROAOWAYANDUTNIIY ,P` rf1 1 EN�UMBEAA103473CI1MENT/ I,11 vv 1 n! ll nT .V 1 n 4�, I i l� 6 I 1` IL ---i ------- 117--------- / R -�----------�-J 11 y1 II I I 500'0840WII I "' 'r •� 1 IU..BII 1 25600 1I 1 Ir 1 1IL9s �1 y'�> Mtg I II I I II I �' 1l iIA``I L��J✓�` PARL295 RIGHTCOUNTY HIGHWAYRIGHTOFWAYPLATNa B.� oll 10'SIDEWALXANOTRAL I i I ESS �,DWNAGEANDUTIUTY I I NUE14ENT 075 AMENT 22 11 L A' -40-- 4-4p_ ! T /~SHOWN ONiHEPUTOF II �- 1 I 1 FRIENDSHIPADDI710N I I % i EASEMENFPER I % FASFMEMPERDOCUMENT I I 1 I FRIF DSHIPADWON / I NUMBERAI031743 I 1I I^70'ROAOWAYANDUTNIIY ,P` rf1 1 EN�UMBEAA103473CI1MENT/ I,11 SD 4�, I i l� 6 I 1` IL ---i ------- 117--------- / R -�----------�-J 11 y1 4•�s <. a� �� 'r •� 1 IU..BII 1 25600 1I 1 Ir 1 1IL9s �1 y'�> Mtg _-- _- --- -_-__---7---NWTTOTIYf34.TJ----ST_-- -- --- 11 _� ---- �>6-40'r30'ROADWAYANOUTIUTY NO0.08'35E 524.88 1 I I 1 1 EASEMENTPER DOCUMENT OX0.2334.D 1 1 1 NUMBERAID34743 WEST RIWLINE OFMIGHT COUNTY� PARRISH AVENUE 1 N.E. �� Zo I EASEN NTPEA EASEAIFNTPFR DOCUMENT 1 HIGHWAY RIGHT OF WAYPIATNO e 1 1AI-I//.! 1T I.n! !A lT\/ !/"1 114/A 1,/ Ir/+/ 1T of IIIAI/ '•)I AT A' - I I r11\7fT h/vf)/ V% Ylnl i Al1f IVV. NUMBER 724036 rVRl'TTf vVVIv/ ttn! Z I -EASTUNEOFYHE T S00.1T07'E 69(68 I 1 N.W. 1/4 OF THE NE 1/4 1 Z-.n.f7. iv v. •ham l i i R,R-' r,. 26 i CJ Com) J I 1 �`-NE CORNER14OTHE THE HE N.W. 2, CIFTHEN61/4L SEC u, I1YP. 121, RN 2 I I Westwood Profattiond Servicot, Inc. © 2019 Westwood Professional Services, Inc. NORTHWEST CORNER LOT 1, BLOCK 2 PARKVIEW RETAIL S00008'40"W _=,/ 11.38 I WEST LINE OF LOT 1, BLOCK 2 PARKVIEW RETAIL ll TI ITC) r—r—T A I r— � V 1 1-7 // \L—L— I I VL_ SOUTH RIGHT OF WAY LINE OF 90TH ST NE j AS SHOWN ON PARKVIEW RETAIL I N89 °50'49 "E 316.33 LOT 1 BLOCK 2 LEGAL DESCRIPTION An easement over, under and across that part of Lot 1, Block 2 and Outlot C, PARKVIEW RETAIL, according to the recorded plat thereof, Wright County, Minnesota described as follows: Beginning at the Northwest corner of said Lot 1; thence South 00 degrees 08 minutes 40 seconds West, assumed bearing, along the west line of said Lot 1, a distance of 11.38 feet- thence North 89 degrees 50 minutes 49 seconds East, a distance of 316.33 feet thence Easterly 144.30 feet along a tangential curve concave to the North, having a radius of 791.00 feet and a central angle of 10 degrees 27 minutes 09 seconds, to the south Right of Way line of 90th Street Northeast thence South 89 degrees 37 minutes 47 seconds West, along said south Right of Way line, a distance of 459.78 feet to the point of beginning. SURVEYOR NOTE 1. Easement becomes valid upon the recording of PARKVIEW RETAIL. PREPARED FOR: DESIGNED: Westwood CHECKED: CRF DRAWN: TWB RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Phone (320)253-9495 370112th Street North, Suite 206 56303 FIELD CREW: 1019 INDUSTRIAL DRIVE SOUTH Fax (320) -2001 St. Cloud, MN OTSEGO, MN Toll Free (800) 2 27070-9495 westwoodps.com FIELD WORK DATE: SAUK RAPIDS, MN 56379 Westwood Professional Services, Inc. L=144. � R=791 00 a=10°2 . '09" Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 32.15 i u� I LIJ OUTLOT C �I DENOTES PROPOSED EASEMENT AREA Easement Sketch and Description PROJECT NUMBER: 0021003.00 SHEET NUMBER: 1 OF 1 DATE: 10/15/19 I nntn 11-4,.,...L.....1 T.., LEGAL DESCRIPTION An easement over, under and across that part of Lot 1, Block 2 and Outlot B, PARKVIEW RETAIL, according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the Southwest corner of said Outlot 8; thence North 89 degrees 37 minutes 47 seconds East, assumed bearing, along the south line of said Outlot B, a distance of 289.78 feet to the west Right of Way line of Parrish Avenue Northeast,- thence northeasterly 1.62 feet along said west Right of Way, being a tangential curve concave to the northwest having a radius of 5.00 feet and a central angle of 18 degrees 34 minutes 21 seconds, to the point of beginning, thence continuing northeasterly 6.23 feet along said west Right of Way, being a tangential curve concave to the northwest, having a radius of 5.00 feet, and a central angle of 71 degrees 20 minutes 33 seconds; thence North 00 degrees 17 minutes 07 seconds, along said west Right of Way, a distance of 288.99 feet; thence South 07 degrees 15 minutes 19 seconds West a distance of 3.81 feet,- thence South 01 degree 28 minutes 05 seconds West a distance of 13.32 feet thence South 00 degrees 13 minutes 52 seconds West, a distance of 276.65 feet, to the point of beginning. SURVEYOR NOTE 1. Easement becomes valid upon the recording of PARKVIEW RETAIL. DENOTES PROPOSED EASEMENT AREA SOUTHWEST CORNER OUTLOT B i PARKVIEW RETAIL i Call 48 Hours before digging: 811 or caII811.com Common roup lance S07015'19 " W 3.81-,-"i S01 °28'05"W \` 13.32 ` LOT 1 If BLOCK KA OUTLOT 8 SOUTH LINE OF OUTLOT B - PARKVIEW RETAIL j I N89°37'47"E 289.78 -T-i i -T-17-) F -F --T- A l F - PREPARED FOR: DESIGNED: Westwood CHECKED: CRF (320) 253-9495 3701 12th Street DRAWN: TWE; RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Faxne (320)358-2001 St Cloud, MN 56303 h,Sulte2O6 Toll Free (800) 270-9495 Westwoodps.COM FIELD CREW: 1019 INDUSTRIAL DRIVE SOUTH OTSEGO, MN Westwood Professional Services, Inc. FIELD WORK DATE: SAUK RAPIDS, MN 56379 - WEST RIGHT OF WAY LINE OF PARRISH AVE. NE. I Ln "J 6=18'34'21" R=5.00 Q1 SHEET NUMBER: Easement Sketch and 1 Description °F 1 PROJECT NUMBER: 0021003.00 1 DATE: 10/15/19 U LUly westwooa NrOTessional DESIGNED: CHECKED: CRF DRAWN: TWB FIELD CREW: FIELD WORK DATE: inc. N00°08'40"E 5.00-; N89°49'50"E 60.00 1\ N00008'40"E NORTHWEST CORNER LOT 1, 5.00 BLOCK I, FRIENDSHIP ADDITION 1*i / /-N T /) L.V l 2-- nl�✓�� I �)1r- Ivy I 01 411C Lwavoi ", 811 DENOTES VACATED EASEMENT AREA I 1 \ NORTH LINE LOT 1, BLOCK 1 FRIENDSHIP ADDITION I n��llTll�j� / I i � V A1-Q00AC1'CA"C 140 CC S89 49'50"W 169.55 �J �L V -T- L LI "S00008'35"W ' 10.00 / 1 DRAINAGE AND UTILITY EASEMENT VACATED Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance LIJ That portion of Drainage and Utility Easement dedicated for public use, over, under and across that part of Lot 1 and Lot Z Block 1, FRIENDSHIP ADDITION according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the Northwest corner of said Lot 1; North 89 degrees 49 minutes 50 seconds East, assumed bearing along the north line of said Lot 1, a distance of 60.00 feet to the point of beginning; thence North 00 degrees 08 minutes 40 seconds East a distance of 5.00 feet; thence North 89 degrees 49 minutes 50 seconds East a distance of 169.55 feet; thence South 00 degrees 08 minutes 35 seconds West a distance of 10.00 feet; thence South 89 degrees 49 minutes 50 seconds West a distance of 169.55 feet - thence North 00 degrees 08 minutes 40 seconds East a distance of 5.00 feet, to the point of beginning. PREPARED FOR: Westwood SHEET NUMBER: Drainage and Utility RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Phone (320)253-9495 370112th Street North, Suite 206 1 Fax (320) 358-2001 Sl. Cloud, MN 56303 Toll Free Easement Vacated OF 1019 INDUSTRIAL DRIVE SOUTH (800)270-9495 westwoodps.com OTSEGO, MN 1 SAUK RAPIDS, MN 56379 Westwood Professional services, Inc. DATE: 10/15/19 PROJECT NUMBER: 0021003.00 F) ?01 Q \Nr cfieinnrt Prnfaccinnal Cpn/iCPS. Tnr N89°49'50"E 47.00 N00 °08'40 "E-_ I 5.00 NORTHWEST CORNER LOT 2, BLOCK I, FRIENDSHIP ADDITION ` NORTH LINE LOT 2, BLOCK 1 FRIENDSHIP ADDITION /r, -T- L - v / 1<\/\/><) /\ DENOTES PROPOSED EASEMENT AREA /\ I IT/ %1 T A lJ CJ I L - v / I N89 °49'50 "E 182.55 S89049'50"W 182.55 v j I �S00008'35"W 5.00 I DRAINAGE AND UTILITY EASEMENT VACATED That portion of Drainage and Utility Easement dedicated for public use, over, under and across that part of Lot 2, Block 1, FRIENDSHIP ADDITION according to the recorded plat thereof, Wright County, Minnesota described as follows: Commencing at the Northwest corner of said Lot 2; thence North 89 degrees 49 minutes 50 seconds East, assumed bearing, along the north line of said Lot 2, a distance of 4700 feet to the point of beginning; thence continuing North 89 degrees 49 minutes 50 seconds East, along said north line, a distance of 182.55 feet; thence South 00 degrees 08 minutes 35 seconds West, a distance of 5.00 feet; thence South 89 degrees 49 minutes 50 seconds West, a distance of 182.55 feet; thence North 00 degrees 08 minutes 40 seconds East, a distance of 5.00 feet, to the point of beginning. PREPARED FOR: DESIGNED: Westwood CHECKED: CRF DRAWN: TWB RICE COMPANIES PARKVIEW RETAIL DEVELOPMENT Phone (320)253-9495 3701 St. Cloud, elNorlh,Suite206 Fax (320) 358-2001 St. Cloud, MN 58303 FIELD CREW: 1019 INDUSTRIAL DRIVE SOUTH OTSEGO, MN Toll Free (800)270.9495 westwoodps.com FIELD WORK DATE: SAUK RAPIDS, MN 56379 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or ca11811.com Common Groun lance SHEET NUMBER: Drainage and Utility 1 Easement Vacated °F 1 PROJECT NUMBER: 0021003.00 1 DATE: 10/15/19 ABBREVIATIONS /OT KWsSTIDICElYNt TEE Amu Ao�oEJrouDNu AD�J 1 ADJnTTAI, gi/WICENT AJF ABOVE FlHSNEDFLOort AHV ARILVS%lKlUm ALALWJ!MI ALT AL1FANlE W u 0012ED APPRO%APPROXUMTELY ARCH A E_E(Uut) DRY BMMDART RVY BIINWWS BLAD'NG eui RocK BLNG BlOtl(V!G BLVD BWLEVARD BOT BOTTOY BRc BEARWG BP%2 BPJi%ET BSM ClSEAEM 0mN BTAI 00TrOY I u cartftWJo9R � E EM GI CWSTPUCRW VAVAGER CW CONCp(TEML9IXRYVNR CbF COLCOfICPETE LOAF CONFEPFNOE LIXw CIXMECRdI CO.YST ONSTRVLTW C012r [ONMVOVS OORR CO —ET CT CE lE cm cE1rtE.Eft GIRL CQVIRW OTRSK CWWTERSUKKOR CWMENRK OEF BFSINRIW OEB _ .T OEPYOIITM%1 OFT OR.ttPlG Bq AY TAW BAG DUVEfFlt oa aENSM Bsr ptsrAJlCE ooc oocuL4Erlr ON OONN OR W DOOR OFSIGV OW OR3W� BNO ORu G E FAST FApI EA EIFS E%I[RMR NSUUTW El ANSI JDNi F EV F VAnW f�[t ) R EDS ENA1foFn PWYSTYRENE eoNN PWSuunan3 EPT —P- -AY WAS EO EWK SOUP EOVTPAExr ESLR EA AY EW EWC mP10 ATERCOGIER PJ{G IXGVATELD) EXIST 1 FM ORERIOP N ROOROpuN FEm iP EMIIX.IASNEN FEC FRE E%RNGUSNEIL fW RR FttNAF'JIDD- FUT E ftR BOOR FTG mAi! D FRYG VICINITY MAP ZONING CO ORNIS MARKETPLACE F. RE REb. FT F�n-ERerIYATEo Fuum il°mF PUT w GALV CALV E GNB BM G „ —LGG•RRAmoa I GU55 GR GLADE GW BD GnbIMeOVN Na IIMEBGB NC BNCOPE OR MCP �1DICM� ) HOR HEADER FBYN IWIAYAItE lk.4 HOLLOW AETAL HORQ MOPIIIXrtN NR IIIXR IMiR HEIGNF !NAC IffANiG/VENTBARO.W ARCIXNRWHIXG ryYYY NOT WATER Iwo NYIXINR 0.A YlpIIDEO) NSP lIS�CUT� RSIA WSUAl10N PR MFAV)R ul —OR JST JOYT m JOLYr tAll tAYNTEO IAV UVATORY U RFOOT LW EAFAR LlG ULYNU'R lK ATEDVFhEEN LULBFA lVR LOWER YATL I.LATEAIAL CM CIUMGL 4FWB YEVBAN(E MG METAL WN A�CILRNO IIFR YNNFA<TLRFA 4N IurJA2LI 4RR YRPOR YLSC WSCFLLANE045 YBJNTED MG YL RG Auu Awwm MULL YULUW IRAT YtATRLE N I, NA NOTAPPUVSIE NTNA NOm IAILGER NIS x 70 —E 00 IXI[ENTER OCOIIPF �Hc oPDa�v OPP OPPORIE OPT WRO NL ORO MD24NCE OPoO ORKRNAL PAR PARA1lFt PAT PAITFJW POS PLATE PLAN P PP PERPET521DKTM1AR PNG' PAOKAGE POR _ —TIC IAYNATE PLYY.9 PLIWOOO Pht PAIR PW POIIYe:O PPWYETMDIE (PIASTiCI PR. PAR PREF PREEEAEJXE 2020 NEW GROCERY STORE OTS E G O, MN CODE REVIEW PROJECT DIRECTORY �, GG,.,.2• 9 WE COMPANIES, INC. 1019 WDUSTRUL DRNESOUTH P.O. BOX 128 SAUK WIGS. A94 5079 TELEPHONE (3N)2P2MN FAX (320)252-0420 W ESSRE wxwhecwnp3rie e.<Om ra:6` 1. I RICE COMPANIES, LNC. 1019 84DUSTRIAL DRNE SOULH P.O. BOX 128 SAUK RAP S, AY4 55329 TELEPHONE: (320)252 -(NN FAX (320)2524420 CENTRElYLen.NA. DDon W. .AIA xcan CONTACT: ' C080RH6, WC. 1921 COBOPITS BOULEVARD ST. CLCD, MN 66301 TELEPHONE 13")252 w FAX (320)252-0014 LVEBSRE: WAW.wbomslnccom CONTACT: CM3 B— LElf'(008 F, RICE COMPANIES, INC. 1019 WDUSTRIALDRNESOUTH P.O. BOX 125 SAUK RAPIDS, LN 56379 TELEPHONE (320)2514404 FAX: (320)2524120 CONTAACT:CT: CENTT JkBmOVwrtbs.com Tmm BeueP WESNIOOD PROFESSIO11AL SERVICES 3701 IUH STREET NORTH SURE 206 ST CLOUD. AW 56303 TELEPHONE: (320)2232324 WENTRE:wWx.t[ vodpcmn C0.4TACT, YIrI 1.1. HVYon SHEET INDEX E--7-- 797T-T— AWI GENERALINI—IATION AIM STTEPIN4 M I FLOORPLN4 AIM EXIFRgR ELEVATi0N5 1OF2 FWAJ. PLAT SIGNATURE PAGE 2 OF 2 FINAL PUT C100 COVER GHEET C101 EXLSTINGCONDRIOHSSREAIOVALPLUI Cm SITE PLAN 0300 GRADING PIAN C(00 EROSICNCONTROLPLAN COW URLfTYHOTES C601 SAN RARYSEYIERLWATEHIAAWPLAN 0602 STOMSEWERPLAN CT00 DETAYS c DETABS C202 DETAILS C7W DETAILS El TRE PHOTOMETRMS Q�IC !Wz 1v0.0 J�00 Lu Wo ow a2Ja w Z l Z O N O N vdgw XaTPnIN.n.Va �vi.n.•ILVHw ro�4F aau��� M�••rna S.�,tia Na i�ma PRUI PAM%1 a/w n Kous SSS 5pSUIL IN— PROPPPOPERn PIIKG PAAMIG PPRV PBAEPPOOFVEMRUTOR SF POU205 PFRbOWPEi00T P61 POWiDS PERSgUAE PKN PT PAM Pm PAPFA TOWEECLSPENSER PTM uo�RETCEPrA— ENTER m PAmmOH sTdt STRNGE ST STAR STRUGf SU05� UB nnnE SUSP WSPEIOED SV SHEETWM SKID SV1tLETPXAt T TLO TTIX.bUEAIO GROOVE FIR vMERTONEL ---TO R POM1FR ODAPRYTlE n umn RSEE—NBY6 PBKK AME— POK ORAH RCP REfIECTEOCENNOPU4 PELF Et TOC TW�OFMWRBIXLCM.YAEIE EM TEW�IUPE Oft TEIF TEW gITF1RORMY TI�w THFRV.LL —D TA 1NB0 TACKSOAPD TNS TACILSTPm TPD ToSET PAPERCLSPENSEIL RMEPW ENCS REP. pEFIEC.. OF PEPS REMOREENIRIG) m TTPFAIED�R/�R TYP TYPICAL WIIOTEOow— THENAtSERESRR,0 IE- R,.Roci' vJURI TKW oavARUBLE nG RASWG RI ROOIJ --E. VAPORBMPFA RD FBJWI WFNlID ROLA RIGMOFWAY VRrt VEMBATEBIXD T� VPFY VEFUY RT P1GM AT. iY.Xi Rm ROOFTOP IRdi 6 SB OEBORBiG SCiED SCIEMAE 644PDISPFJISER )Stip 1 RT —I— T VESR0IPE KV VLYYL WI ESTOR— W(m WIAI WRNN WATERCIMET VIO WWO SEPT 6E➢ I SF 60WJ1EFEE2 6GL 5lXKE SXFET 61TIIIG 61EAMhG SAn SM ARYARY WJRUI scut o#P E WARENWSE YR1110Ur WFJGIR WTP WATER Y2Y2F WELDED WREFABNC �3 �Ex�WEpO PWY6nARtE YAC 6NSUV,TKKB A>� SYMBOLS ROOIA ® R004M1•NLBER ® ODOR hVLBFA O1KVOBW TYPE SIEETSHOm10N X®X � s�ers�itvnn wu BnTaP� IAIA®EPNdGTEb PEhRFNCED CMISiRUOTIONI,VIE — -CATEIJ DEIJIXRgV NOTS f1EPERENCEO C6!¢ET6NOWN BN A PEKs4IXi1RBlBER ALLSYSTF21: WS%% Y.Y ---- —� ------- • ROORSYr- FX MERNR--E x+rowNTEowALL 1lIBJR NTED WALL 54010: NTE0 WAIL 2020 NEW GROCERY STORE OTS E G O, MN CODE REVIEW PROJECT DIRECTORY �, GG,.,.2• 9 WE COMPANIES, INC. 1019 WDUSTRUL DRNESOUTH P.O. BOX 128 SAUK WIGS. A94 5079 TELEPHONE (3N)2P2MN FAX (320)252-0420 W ESSRE wxwhecwnp3rie e.<Om ra:6` 1. I RICE COMPANIES, LNC. 1019 84DUSTRIAL DRNE SOULH P.O. BOX 128 SAUK RAP S, AY4 55329 TELEPHONE: (320)252 -(NN FAX (320)2524420 CENTRElYLen.NA. DDon W. .AIA xcan CONTACT: ' C080RH6, WC. 1921 COBOPITS BOULEVARD ST. CLCD, MN 66301 TELEPHONE 13")252 w FAX (320)252-0014 LVEBSRE: WAW.wbomslnccom CONTACT: CM3 B— LElf'(008 F, RICE COMPANIES, INC. 1019 WDUSTRIALDRNESOUTH P.O. BOX 125 SAUK RAPIDS, LN 56379 TELEPHONE (320)2514404 FAX: (320)2524120 CONTAACT:CT: CENTT JkBmOVwrtbs.com Tmm BeueP WESNIOOD PROFESSIO11AL SERVICES 3701 IUH STREET NORTH SURE 206 ST CLOUD. AW 56303 TELEPHONE: (320)2232324 WENTRE:wWx.t[ vodpcmn C0.4TACT, YIrI 1.1. HVYon SHEET INDEX E--7-- 797T-T— AWI GENERALINI—IATION AIM STTEPIN4 M I FLOORPLN4 AIM EXIFRgR ELEVATi0N5 1OF2 FWAJ. PLAT SIGNATURE PAGE 2 OF 2 FINAL PUT C100 COVER GHEET C101 EXLSTINGCONDRIOHSSREAIOVALPLUI Cm SITE PLAN 0300 GRADING PIAN C(00 EROSICNCONTROLPLAN COW URLfTYHOTES C601 SAN RARYSEYIERLWATEHIAAWPLAN 0602 STOMSEWERPLAN CT00 DETAYS c DETABS C202 DETAILS C7W DETAILS El TRE PHOTOMETRMS Q�IC !Wz 1v0.0 J�00 Lu Wo ow a2Ja w Z l Z O N O N vdgw XaTPnIN.n.Va �vi.n.•ILVHw ro�4F aau��� M�••rna S.�,tia Na i�ma 3 4 1'ROPO.9EDYIA.h tE//Erur OM ORWE tmosf. 1MI PQA A•T Z'Wn f1 7MSR S AREA �9 arAu.s PARKVIEW AVENUE rosrws ® of srnus I SITE PLAN I. a 40'-0" F IL w w F_ 2 F.. 00 595iALLS VIL ,i �•91 4�� � , . II I I. I LOMPALlOR� � SS PROPOSED COBORN'S STORE ` M 42.346 S.F. vit, 1' ��• (212 PARKING STALLS REQUIRED5 2 ACRES 1:200 SF) q EVf1.Y 112' 111TOMSTA PROVVM(MRe01N_) ^I'wR narnus �f,;rt rn2 / (t. r.l_ 1 r � V BZICC WPI o 0 CD Jam° W Wv OC o 5Q i� w _I wz ZN O N Im 0 u u..W.•�m�ba TMm..a �ai•wetrYw+nn.IM.0 B — — en el i �i. III IL n I� I I I I I ----f- — —_ _ -- I I I I I I I I ===4, ==�j EQUIPMENT I LOOADWO i I I RM I—— bIATFORM ')11A00VE) I 6TAGING MEA )ON L ' LOMNG I II I I GocK li I I I I I _ �• r., � . l.�i • ,.�1 I .' 1 I wax...o I .�oE, I I I I I I I I I I I I I I I I I I I I I I I I I I L I II I I I I I I I I I I I I I I I — �� I I I I I I I I I I I I JOANK_ I I PNARIIACY arca I I 1 1 I I 462F I ' M -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I gl I I I I I I I I I I I I I I I I I PLAN Qr�,IC� wiz v o JPW 0 W V 5a� Lu _I z ZN N O m O V , rr. Ap, tow imp m Ul irr -�- .. tol Eat Fns NJ � t 402 ....... ........... Elevation 4 - a QRICE 77U IV, 1. %..-- T C.12!!I�ti.. Mu pit. A,![ M.x !UR 1 Xain Parkin Illaainanee Fc 2.151 V2 1 Qj 1 51" 1 t Area -T.t.1 Natt. L 330 64 4V 8� 5 41 7U Oz 1 LP I Tea Saonar IZULPD K; UP.D 4 These drawings are for conceptual use only and are not Intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or Independent lab tests with data SUPOIed by lamp manufacturers. PZ Z r 77U IV, 1. %..-- T C.12!!I�ti.. Mu pit. A,![ M.x !UR 1 Xain Parkin Illaainanee Fc 2.151 V2 1 Qj 1 51" 1 t Area -T.t.1 Natt. L 330 64 4V 8� 5 41 7U Oz 1 LP I Tea Saonar IZULPD K; UP.D 4 These drawings are for conceptual use only and are not Intended for construction. Fixture runs and quantities should be verified prior to order. Values represented are an approximation generated from manufacturers photometric inhouse or Independent lab tests with data SUPOIed by lamp manufacturers. FINAL PLANS FOR SITE, GRADING & DRAINAGE, EROSION CONTROL, SANITARY SEWER, WATERMAIN, STREETS, AND STORM SEWER PARKVIEW RETAIL DEVELOPMENT OTSEGO, MN PREPARED FOR: RICE COMPANIES 1019 INDUSTRIAL DRIVE SOUTH SAUK RAPIDS, MN 56379 CONTACT: TOM BRUCE PHONE: 320-252-0404 EMAIL: TOM.BRUCE@RICECOMPANIES.COM PREPARED BY: Westwood Phone (320) 253-9495 3701 12Lh Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 TO Free (800)270-9495 westwoodps.com Westwood Professional Services, Inc PROJECT NUMBER: 0021003.00 CONTACT: WILLIAM R. HUSTON cuGCT TMng:V NUMBER SHEET TITLE C100 COVER SHEET C101 EXISTING CONDITIONS & REMOVAL PLAN C200 SITE PLAN C300 GRADING PLAN C400 EROSION CONTROL PLAN C600 UTILITY NOTES C601 SANITARY SEWER & WATERMAIN PLAN C602 STORM SEWER PLAN C700 DETAILS C701 DETAILS C702 I DETAILS C703 IDETAILS Vicinity Map (NOT TO SCALE) BENCHMARK TOP NUT OF HYDRANT LOCATED ON THE NORTH SIDE OF 90TH STREET N.E., 330 FEET WEST OF THE INTERSECTION OF 90TH STREET N.E. AND PARRISH AVENUE N.E. ELEV = 869.37 (NGVD 29) NO. DATE REVISION SHEETS FINAL PLANS FOR SITE, GRADING & DRAINAGE, EROSION CONTROL, SANITARY SEWER, WATERMAIN, STREETS, AND STORM SEWER FOR PARKVIEW RETAIL DEVELOPMENT OTSEGO, MN INITIAL SUBMITTAL DATE: 10/14/19 SHEET: C100 J c z 4 d 6� 500.08'40"W 691.71 VIA KT VAI j Tti /, d X / AV ITY ' , A i 'r J 011 SI I I I DINATt'RE_ OVAL OF EXISTING STORM SEWER JW ROAD PROJECT. I I /X i I I I I I f I . I I I I I I I I I I a� I V I I "I SkC, ` 1VM lYM A,� 1YM nM lYM t WAT WAT YUT WAT .:.. \ F�----------------�------1 -T—W 1YM 1Y — — — — — — — — — — — — — 1 ----------------- qV 1Y.N lVM I--- 811 or ca11811.com REMOVAL LEGEND Alliance LOMMon bround EXISTING PROPOSED ❑ PROPERTY UNE J IGI\IL-I YL/v%1/i / rIUIJII/VIY 1 / I -- f ---------• "��i�t^i^-� CURB & GUTTER hn SANITARY SEWER 1 I I I .-^• I v I HYDRANT STORM SEWER I 87o. — I I GAS 5 + „ �4 I j r� ou-- �i-i-•�Y-\-i-t- OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE gB ae, I 1 TELEPHONE FIBER OPTIC I I if gg5 I I I CABLE TELEVISION --III I RETAINING WALL °u O52�—rI --H�—M l -------------------- -------------------j ------------------------IE . wr WAT %;%•f� CONCRETE NO '68'35"E 524.88C. 21 _ . - .:� .. n•an - .. � I 0' 30' 60' 90' FOR CITY APPROVAL CA LU m 'Z 0O m a IZ CCL G pppgggFFFeee� p W V a 3 v �i 8_0 o .on . cscs y6�?s Z � mb m zyW �000 c$ F-' W z 3.12 .7 5 o. Y i w a�> o W 0 NUMBER: �DATE: 10/14/19^ nn ' I Call 48 Hours before digging: 811 or ca11811.com REMOVAL LEGEND Alliance LOMMon bround EXISTING PROPOSED ❑ PROPERTY UNE J — — — — SAW CUTPAVEMENT EXISTING REMOVALS ---------• "��i�t^i^-� CURB & GUTTER SANITARY SEWER WATER MAIN HYDRANT STORM SEWER GAS 5 UNDERGROUND ELECTRIC �4 I ou-- �i-i-•�Y-\-i-t- OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION RETAINING WALL . .. '° ' -'-- - --- �+-r-+tet-•i-t� FENCE • : A %;%•f� CONCRETE \ t 3L N � I� I ,,,_.,,,.©.,.,,,,,.,.T BITUMINOUS I = = c+ w ® BUILDING t \ F+� ssppyy "� TREE UGHTPOLE F'SS TRAFFIC SIGN CONSTRUCTION BARRICADE 0 w-79 SOIL BORING LOCATION :� 4K1'Y'YYY/WWYYI TREE UNE `' �'". I 1 • REMOVAL NOTES NAF4 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS j AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER dl SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. t 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO 1 REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING j MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC) THAT MAY BE DAMAGED BY CONSTRUCTION. _ 1 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. n 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE t _ DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. I I I N00`08'40E 1 I U I g I D !o J I a i I I 14 I I � is i I I D )ti I I Ya L. rJ a D �O I � I 0' 30' 60' 90' FOR CITY APPROVAL CA LU m 'Z 0O m a IZ CCL G pppgggFFFeee� p W V a 3 v �i 8_0 o .on . cscs y6�?s Z � mb m zyW �000 c$ F-' W z 3.12 .7 5 o. Y i w a�> o W 0 NUMBER: �DATE: 10/14/19^ nn s I I I 1 ; Call 48 Hours before digging: 811 or ca11811.com SITE LEGEND II Common Ground Alltance 0 6+ .91 'tt "`�' EXISTING PROPOSED PROPERTY UNE i LOT UNE SETBACK UNE 3 ' ii I whop Q1uj I ro-='-^'I III ---------- EASEMENTUNE m- ^----------------------------'-----------------------------------------------__---___ i i •O. II --_ -_ .__..-.-..____ CURB AND GUTTER 0 i • I I Q-� --= TIP -OUT CURB AND GUTTER ' t - a4- xIIi,I'IIk-ii},I1i;•. I;q;,}}i;.I,.,•• ; ,-III. < :i.; ; ''I11''(Ir:••ri'� . � '}'ii''1I;{LIiI�•. ,•i'i ';} :;�',.i'•�,: i ,.'I ,• i•. , I: '' ( .'•\rII , \, Jy•I IIi1 I ''{ I 1;, I :I III I'I'.I'rIII1 III •-III�Ii II II II �I II- II I - I -'--' FIII --I-��IIIIiIlIII lIlIII'T�urnPPunutllM1I�nIi1ii II;Il-I1'IiI llll, �• te' O,' �''- r ?IIr�i1III I II; II I �=--=IIiIIIIIIIIIIIIiIi IIIL �"I11111 o .-p_1II�-'-,1//I';A_P' / ?- .`i'I11I .�- -}�4�LI='I'III1III -_=-�-3- -�-1,1I'l i'I1II t-?.i''iI1Ii;IiII;II�,-'1^ . -`:J%.��/�'�I1II'• . -iIIi1I-?'_� ��-t -=LiIII,.``iI111I-_ -`-9-=--T..-II'-=--S�O��=AA�iIi1ii'I;1iIII11'- - -`Y�•'a1II,'`;i111I _'-+--S_=�-_TF•-:-II'I1 r y_rI1IILL.., ,`• . ..= "•.'-r.;.-.:-,�.:.'.�.r+M.,Pkh';WqhI;'-P. _��-S'1iiI- --'-p �,a•--I \_` �1IIi-- �r._•,--:-'-'�_--•_2, ,�r,-1I'I II Qy - �OIIIII- II' II 1 • IIIIIIIiIIitIIIII t�-- ,•-IIIIIIIIIIi II III IIII'I-II -2q'G - - •o-III;IIO, `. `2 ;'•- -.•' -- -'Q- -- ni '`'�•-;;•., ,'7of'o'11'I11iII'III,,III • „,'•�§.•-• ._.•.�_❑`9^'. iIiIII1 iI 1�1II -�or1`Q}-OQt$ •- -`\'\`- �-�-o'-- - ---gy-p`.'- Q-- 5 -\ b '71lI 11I11I'lI1'i -�Q-§9' : �;, fA-,`'�.'•.Q'1111Ii1II'Ii;'i� i - 'd iIIIhIIIQ�d-• rII - -`-----1-�0-- -a----_-1--0----may-d.- - R3'-_•°oi1i1II,I�' .- 2I r°pG,-'''- 'if'-ry-`p§-III11I'1i • . •.� •- '^Q§+ I.• •`' - II- I8ia n \°1 1unI°u; 1 I ; i 'II 0® Q•a PO ND NORMA L W AT E R LEVEL RETAINING WALL FENCE_______- CONCRETE PAVEMENT CONCRETE SIDEWALK HEAVY DUN BITUMINOUS PA V EM E NT NORMAL DUN BITUMINOUS PAVEMENT NUMBER OF PARKING STALLSLOT i TRANSFORMER SITE LIGHTING BLOCK 2 TRAFFIC SIGN POWER POLE ro.e PROPOSED GROCERY STORE ------- I BOLLARD POST 21 FFE=871.50 GENERAL SITE NOTES 24.0'30.0' 4 p 1. BACKGROUND INFORMATION FORTHIS PROJECT PROVIDED BYWESTWOO D PROFESSIONAL SERVICES, ST. CLOUD, MN ON 11/30/2018. 2. LOCATIONSAND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE CONTRACTOR SHALL FIELD VER I F Y SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE r1-II96.0' 18.0' aENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 00 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS,------------ ---------------------- --------- ---------------------______________ S. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND •o. •o. a. LOCATIONS OF EXRS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADIIARESHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. 1-47 3 e B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING o TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGN FIAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC HALL CONFORM TO APPROPRIATE MNDDT STANDARDS. ' 20.0' 24.0' 20.0' 20.0' CONTROL DEVICES S�I_-LViI - I .01 20.0' 20.0' 24.0 •0' - (Ai 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE LU WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.Awl' I 0 Z 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. -E---- - - - - - - - 11. SUE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PIAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS . VUl iIr-------------------------- i 3SITE DETAILS (SI-OXX) 0 0 t'at------------ 0QO OUTLOT B 1 B612 OR B618 CURB AND GUTTER 5 INTEGRAL CURB AND WALK- --------------------- -------- r----- - 6 CONCRETE CROSS GUTTER ----- 7 ENTRANCE THRU CURB AND TERL PROPOSED f MEDICAL/OFFICE OFFICE , I --'--- 8 PRIVATE CONCRETE SIDEWALK ----------------- d 1 - __________________ FFE=871.00 ----- ' S'I 11 °i 9 PRIVATE PEDESTRIAN CURB RAMP .I' ----- 1'I I° 1.,1 I 1 I ..,, ✓ •I} �- ": `oma ` 1 -----f {, , I • I I I 1 I - ==={"i r' �____= ' I ---_ I j i � i lOB PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING II a---1' }'I I I i I I I ( I i'•p I i I la I 'I 1 I h I 11 I T I I: I 1 le I;; I I ; 1 i .• yl r I II I i C i I 23 23 I i i ( ( � 7 PROPOSED IN FUTURE 1•?I�------ I '-$� I n 13 TRAFFIC ARROW iii la ' II I r.•M----I' I , O �y 1 a�4'•'1 I. :I'' ' i a\ 14 SIGN INSTALLATION L I I • l 111 Ia 1 •, I I. Hyl I , , , -- 11 ly 1 +1'iIII1 IIrIlIGntlaq 1I,' ., , I II I i / '1 Ir .y5'II I ------ rI IIIIII II I; : II I O22 I1 ' II II 0�II - - -- I1 h• I11 TENANT SPACE 11 ------ It 15 \ 15 HANDICAP ACCESS IBLE S IGNAGE AND STRIPING Ff871.00 17 TYPE 3 BARRICADE ------ 18 BOLLARD r ------ It 1. 1 1 R 31 BEAVERTAIL CURB (8612)L -------------1.^-------___-j ----' 2--------------- ' r; ' ii i:; I II, i °'.'':`• -I -•.' {.-,-- -, a- ( I l I I :' ------ li 3 i I, n ''., 1 ==--=z-'==---_--_=- _t_`='r`,,,Q==,¢ "'------L I I j p0 I I 'Qv 'Pv 1 '. 1 II 1 'h: 'ai==r _=s=_ �==i__�u•,1'. i I F==v�� /l I o, ii 1..1 I I I - j _-1 =-j ==f-= �-- j 1 =-t--I ,V'. h I I Q- I 'o' o' 1 ------hl : al l ..� In I4------ 0 i'''.+IDI/IiL�TiC'a' ii' I �' i I li ':i '\��`I 1 1 1 1 1 1 1 1 1 IY •'bs-�.ys-�j I I .. _ _ .II I _____�. p I I I I 11 11===_�- I I o f ' la •I'� •'I 1 1! 1 1! 1 1 I�^� \ IIII II �i I '§ l i i :9' I 9'0• R'o' ,` I ........nl I i!� ��z__�_�jS � �/ I 1 lu r 'i I COORDINJFTE CONSTRUCTION OF I I it _11MIL3MI1Tll1 CIN ROAD PROJECT I i �yq I N I v N I ff Q{I \tl ,•I 1 �i-==_-=sq_________�___-c=-.=I _-________ _________________-__________ ------------------------ ------------- ______ __ I _ -_____ 10' BITUMINOUS TRAIL • -------------------------- ------------_----- ' 3 -- - --- - - --- - --- -- -----------'------ --- ------------- 6 -----� -4=: :-"*', --=--- ---- y. -: - - ------------- --- - - - - - - - - - - - - __.--- g Z PARRISH AVENUE NE (CSAH 42) 1 =e= Y Y SHEET NUMBER: r 0' 30' 60' 90' 0200 FOR CITY APPROVAL DATE: 10/14/19 WEST INFILTRATION BASIN (201P) DRAINAGE AREA. 139803 SF �� I I Call 48 Hours before digging: � TOP=867.0 % IMPERVIOUS AREA: 104,625 SF `< i 1 3: w El HWL5:2YR=864.28, IOYR=864.70, 100YR=865.85 1,1' W V RE UIRED: 9591 CF \/� ' I I I 811 or caII811.com s �+ OUTLET=864.1 _�' 1.1-WQV PROVIDED: 9,846 CF GRADING LEGEND Ground Alliance �°- 65.05 Mv86 _ r ommon BOTTOo s / EXISTING PROPOSED S o a a a �► I' - PROPERTY UNE o 65.5 1 .93 69.70 68.02 69.88 I 7,97 II �.---'9Ba.- 98 1 I , .67 / ll ' 0 INDEX CONTOUR J 65.8 67.07 bg �.� I _ f'I'� A _ •-9si'-- --982�� INTERVAL CONTOUR N 66.08 1 �1 I 'GIP -i .67 1y1� 6y I 1 65_93 69.21 70.07 / '/8j�- ~ 0 Or ~ _,^-��_ _ . WATER LEVEL 66.92 699 70.60 �8� I �- I" CURB AND GUTTER pi -_ 69.11 70.67 _--..69.83 8PI6 5 POND NORMAL W19% O §� 69.9�.- I I 69.02 6971.50 67.3 67 % 16&-®��-� STORM SEWER 6739 Y 9.3 69.88 , \ \ I I \ 1 FLARED END SECTION RH RIPRAP CI •+ 080 ___ -__ 69.1 70.72 �-_-- _ v,.,, 1 WATER MAIN6y 67.30 709.8369.03. 36 � SANITARY SEWER 67.50 �\ 71.22 ]yrTr'�-m- RETAINING WALL o ii cO i I \ 9.79 it I1+_+ ►►► DRAIN TILE a444aa I I I ,� / I I y _ 7 T • 4^O.TA9 • 900.00 SPOT ELEVATION m% I ' _ ♦ I 0�% FLOW DIRECTION ILOT 1 �-% // I i D. 5 TW=�-XX TOP AND BOTTOM OF RETAINING WALL LA x I �• .� I I 1 V I Z\ +\ I I BW_XXXXX LU O n E.O.F'-->< ♦ EMERGENCY OVERFLOW Z N M BLOCK 2r nl (a so -19 SOIL BORING LOCATION fy � � GRADING NOTES PROPOSED GROCERY STORE 69.48 yl \.0 62 O „s q� l i • I �,1 i. i .80 FFE=871.50 I .22 I C7- 8 i• F i O U O I ' LU 170.4 i (T'-- 1 / 61 A K L LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE 0 {„) Tsai, 66. I I ` 7Q.58 /. 71.00 ' I� I ul CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. c r I v, ) 69.37 I y r ¢ s ii I , 1 I I I , -- 1 ' / • / 70 ''27 A II Inti THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY1f ANY DISCREPANCIES ARE FOUND. w 1it 2. CONTRACTORS SHALL REFERTO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE. SLOPED o. i i , ,.. I 1 r_ , / • t 0. 9.60 9.4 68.21 I I 8 PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE L !, I67 ' 4 LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. ' i•7 I m I i I 8- ^1 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR TRENCH 8.61 '+ ui EXCAVATION AND BACKFRUSURFACE RESTORATTON'AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF ml I I, MINNESOTA �� � ► I �s w I �7 � i _I B.S. '68.50 , i1 �CEEo 7019 , 51°T' nt 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE °�F4 WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PIAN FOR PLANTING AND TURF p ' nr ESTABLISHMENT. �� z 66.,'591 io ` - - - I 69.50 70.39 71,00 71• T T 71.00 i i i I 3 o z F. 1I J 66.88 68.93 69.63 70'70 70.88 \ I I 60 �, S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH ASJa Z b 69.7 • _ 1 I I r BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC O t 66.93 69.13 70.0 70.35 70.85 - ' 69 s , 0 0 ♦ 71.00 s WHERE NECESSARY. PLACEMENT OF THESEDEVICES SHALL BE APPROVED BY ENGINEER PLACEMENT.I•r,•,m 67.22 66,97 70.32 70.66 • 69.84 1 II ni TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. Go- �`'' 68.95 69. 70.64 689 62 I I a n s LL x �{ a 69.06 69.31 69.55 ` 70.26 �/^ 70.60 70.81 871"'--71-ID71.3 70,96 •70.4 170 i A 6. ALLSLOPES SHALL BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET. Fgtl � 70. I A 870 ,°y� -I 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED 70.27 / 70.60 I, it SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND'r� 67.69 A 67.54 69.00 so . 1 69.53 69.8 69. 69.70 70.10 70.13 7037 70.33 70.40 70.40. 70.33 70.25 69.88 6 '§2 I e I EXISTING GRADES. _ o a o \ _ 659 5 70.21 ) •291 u i .i 68. 67.97 70.06 II yl 0. SPOT NOTED. PROPOSED SHOWN ARE FINISHED PAVEMENT ELEVATIONS BTGUTTER FLOW LINE UNLESS OTHERWISE 69.41 78.0 70.25 703 70.05 NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. F. T r I ' 69.2 1 69.28 69.96 ` 69.9 6 70.12 •� 7 7 9.3 Z 9. SEESOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. r I ) 4ine1 I I I I �'' 70.27 ♦ 69.84 69.39 69.77 2/'r I W Z '� 1v I, I 1 ii iI r I I I I I I •� _ _ -I' LU J 2 1 Iv c r • 1 � / i� I r I I 1 1 1 �•-- k'I' I I , I 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL EXISTS AFTER THE SITE GRADING AND UTILITY yl 1 I v f I yl -�(. y'r I I I I I 1 1 i} --• �,{ . ` _ p / I i I I CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL INA MANNER a d I t•' _ _I . _ _ _ -. _. +':�, s}'._.�. _. i_ L_ �I �. ax_3g: _6 i4 E LU 8- - - r ___ - _ -4' _ _ _ `�_.-. - - _ _ _ _ _ _ _ .. _ _ L': .__ _ i _... - g,�, I ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. Q L) 1, I I - - - 69,58 11. CONTRACTOR SHALL PROVIDEA STRUCTURAL RETAINING WALL DESIGN CERTIFIED BYA LICENSED PROFESSIONAL LU tA J 69.95 X - - - ._ 99 - 69.40- 4• 80 ~� 6.40 69.3 I 6.87 I� '� a1 ENGINEER d W O 1 7 I T "-_ / • II nI 12. -CONSTRUCTION SHALLCONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT In t io Iy _ ! sy_-Iq,; Y..�.-)v.Y' 'f' ,.rs -u'r >nv ,v- ¢ I yl °I DISCHARGE ELIMINATION SYSTEM NPDE PERMIT REQUIREMENTS. � ., �.,/,v¢. ( S) Q s,: -1I 111 ni 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL AT MINIMUM, WILL BE REQUIRED ON THE - ''I f l' i I_ _ _ �_ _ _z--�_-�-_- _ _-�-- v�4_ �' 69 B _ _ • It ��.3.- 69 36 h1 I u , FULLY -LOADED PROOF ROVING SHALL BE RUCK OR RAPPR V MAKING MINIMUM OF 2 COMPLETE PASSES WITH , Ir I f ;i - • �• � -_ �_��_-•--__ �- T � : __ - - - - - -- - - - - - - -, �- - - - - _. - - - _ - - - - _ _ _ t _ . _ __ _ __ _ ,-r--�y - - - - _- _ _ _ - .I FULLY -LOADED TANDEM -AXLE DUMP TRUCK ORAPPROVED EQUAL IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE G UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL HE 1 I p I,'i I I.I/1y_____________________!__`-_,,.: -••L ��- 169 4 68.7`944 66.91 6835 68.9 ---, 69.47 i I' Ali afw EXCAVATED AND RE -COMPACTED AS SPECIFIED HEREIN. - 1 I I 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN a+ ®"��®4 OI '_r •.�____I} I`\ I I f ; I !J- �'I ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 21053F1 AND THE REQUIREMENTS OF THE i. m1 I V I/ O I i �':•ati r r • `69.51 69.58 I GEOTECHNICAL ENGINEER. io "A. 15. EMBANKMENT MATERIALNOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPARED IN yf y I I 1 I I ! „�., rr s•'•�I 1 _ VE _09_72 , I - I i t ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. Na iE i, l I I, I I /� I •--_-�- I I ya_ 1 r frc_ vtl -"JVI ,. 16..75 69.72---69.56 69.96 _ I s i - `$ I I „ v __ _ 1 y�41i° \ ,,,'•,' �' I -_-_-___ __-__-_-=_�_______ ____________ter 16. ALL SOUS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER EXCAVATION F.I r� FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE a 1 t L-1 I I I PROPOSED ',I i iI____�_ I / I t �,•'1 s» yr 1 1 O II nr n _ vu.. v, L: 1 '-� 11 al GEOTECHNICAL ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQUIRED SOILS TESTS MEDICAI/OFFICE ` ' , , ____ ___ I as m' FFE=871.00 i ,-yi I nl� `�""`aaaa�a"S= a` I II y I us AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. _ 1 I .• I.! I J. I I ____ t I _ I c 1 '•..,. -. 51 1 70.14 _-- r---' m 4 ' 1 c ) n I =` to �r_ ti--= 11 ; °' INFILTRATION BASIN NOTES I I I n EAST�INFILTRATION BASIN 202P a-_ I I s r, , I LL vas ^ i i i"I I I TOP_867.0 I -''. .----'I-- I I \ r•. ' s ',• f==�_a. I 1iq H s: 2YR=866,05, l0YR=866.20,100YA=86 w 'u• • �53'i •. - D I PROPOSED I•:p i I� '1 1 IA- (- Lary •� I I. t'j------_ 10 + I \ i I OULE7=865,50 I. fqU� 1 1 1 i FUTURE I I I s vu, 1. BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE tURBINSTALLATION. ALL OTHER BASIN BO OM=863.0 ' risc: • _ I Y ,Y I R^ iy.' I TENANT SPACE CONSTRUCIION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO g g a 1 I I Ti' - -- - I a• 9c}. ---- I, `i dui I 1 it j 0 NAGE AREA: 194,6865E I C t� / 1 i5 FFE=871.00 PLACEMENT OF FILTER MEDIA PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE -FILTER STORM WATER UNTIL �\ p'fin 69,981 I •i�� I -��' -1'L 11 v PLANTS AREESTp8I15HEDIN BASINS. MAWTAIN1NlETPROTEC710N ON DOWNSTREAM]NLETSUNTIL BASINS ARE ISI '.1 I i IMPERVIOUS AREA: 163,3395E , Jy--- I d' rR9„v+� ---- } i•'�1------- I II� 1 ON -UNE. I(i w '1 I I } 1.1'W RE UIRED: 14973 CF ' i v.;' � I I I '�' / YT •.�. � --y., � i, • i -- - 1 i � CF 1------- { s 2. BASIN EXCAVATION SHALL BE WITH TOOTHED -BUCKETS TO SCARIFY THE BOTTOM. :: , I 1 _ __ ----IL r•y.. �..------- it , i I ff rn� £ v I I ys � � I I �. `. + - , , I14 , � 3. PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION. V •.111 1d______L /, 7 7 I' I 68.44 '1'• n lel' [i4 ' 4 BASINS MUST BETESTED FORINFILTRATION RATE AFTER TOTAL SITE STABILIIAl10N.ADUAL RING INFILTROMETER SHALL L L ' • i • 1 1 I ' I I I I i ; . ' u' _ I 1 68.98 68.9 .JB 68.43 68. I s . •.v' , v �'------- I I s -I I 6940 68.90847 68.35 6847 68. 190 /gyp y �i®i /�B. kr,1'/ Il. it '..�i c=___` I i+' T=' ' BE USED FOR TESTING. MINIMUM INFILTRATION RATE 150.8 -]NCH PER HOUR IF BASIN DOES NOT MEET INFILTRATION n1I I I I i 4 s 14 r I-- RATE, CONTRACTOR MUST TAKE CORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MEL CORRECTIVEACTION Q / I .. 1 I I I '� iI _J �.07 68,87 ___ _ ___ ___rf� Id v, ly MAY INCLUDE REMOVING PLUG DRAIN ALL AND ACTION SHALL BE RESPONSIBILITY OF o i1i iii ' I I 69.07 68.87 ___ I fLi' I F_� ' - THE CONTRACTOR AND SHALL BE INCIDENTALTOTHE CONTRACT, WITH NO DIRER COMPENSATION MADE. ci ii °;:!T1s'••+i I I I 69.15 '� 6937 69.1569.31 I I x•94 68.50 68.58 68.50 68.94 69 I '1 ' r r„' tttt�� __ I I r wr lJ '-69 69.87 ! 69.9.54- A .54 T ... •moi J - 44i ______________ _____________ `w. •+�1:•°i'- sv, 1 - - - �' s - -.----- �J I---__.--. ----_-- ��r /�r,� SHEETNUMBER 0' 30' 60' 90' C 3 00 o - _�--- �----'------ -- �- -- - - -:9: _ .•.- :i ', _"' .�, FOR CITY APPROVAL PARRISH AVENUE NE ----=-==--== --=---=----�`__=___==- DATE: 10/14/19 �nr.Irr'T nll ,n ,sn rn. nn�, nn? nn Call 48 Hours before digging: 3 m j 811 or caII811.com s ROCK CONSTgUCTION SILT FENCE EROSION CONTROL LEGEND Common roan lance ENTRANCE/ / %/ %/ / ' ' / ' ' ' % / % .: / %/ % • ' / I / � EXISTING PROPOSED �' % • %% • % // - % ' % • % I; I - - PROPERTY LINE �� —980- INDEX CONTOUR --982— INTERVAL CONTOUR / •l,yjq / 8j0 ,g� g�D�-• .� I ; ___. 5-- im ___—�_ CURB AND GUTTER POND NORMAL WATER LEVEL of O • _ _ \\ �dj ' ` u SILT FENCE vC i� % % r I / / • 1 ��� �\ , i o I --uo -•— lob, STORM SEWER FLARED END SECTION WITH RIPRAP) ' i --•,s.. I WATER MAIN m ► SANITARY SEWER o SILT FENCE i Ei I - \ I i I I i(1 -�- RETAINING WALL I '- \ (I '1 s1 , ROCK CONSTRUCTION ENTRANCE • ; 1 �,.�—i l I = ♦ , t % % EROSION CONTROL BLANKET _ / 1 �\ L®� I ; I el EO.F---x el EMERGENCY OVERFLOW In x \/ \�\ I •1. \ A y f f i� Or, I INLET PROTECTION Z '^ ,o / I r I �� I I •� BLOCKI I t iii a z o; GENERAL EROSION CONTROL NOTES a oN III \ II 0 PROPOSED GROCERY STORE I l i �� i 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING O U ' i I FFE=871.50 LL D Y • I s I _ � _ r`I UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES W z � i i I \ !1 l1 I I e I� AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING sacs ' I n� \ ) i I' I I EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION a `� i I AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.al sls 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY _ EXCAVATION/CONSTRUCION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTALTO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE 9 v '.bv� -. •' I I I '^ x I OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, m HAYBALES,ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. Bo 3, EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY =€ FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE 3 i z WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED b TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. S I +' G AND NUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE azo Z 5 ESC SHALL COMMENCE WITH GRADIN AN NII T It o, cI 0 �� OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS ,-- \ • I � ' � I REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE € D � j � CONTRACTOR'S METHODS AS DEEMED FITTO PROTECT PROPERTYAND IMPROVEMENTS. ANY DEPOSITION p LL ro { ail I j OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORS ALESSHALL BE W o zr m I ({+ REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALLTEMPORARY EROSION CONTROL SHALL BE w >W ttb"K CONSTRUCTION ,ybsh J l 20� "' I I n I B ENTRANCE -1_ �� ♦ I nI REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. ?000 I / 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE i , ' • '.' /,• - l i Ili TRACKING OF DIRT ONTO PUBLIC STREETS. Z 1e ss I , I , I I I '�( ♦ - I F ; S. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING V3 I ILT FEN I I I CONSTRUCTION, "'s ~ L_: - r •� _ - -' I- - -11 I + 6. WHEN INSTALLING END -OF -UNE FLARED END SECTIONS, BRING THE SILT FENCE UP &OVER THE FLARED LLI ..1 • I - Ia •7 I I y I END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL V)i - - / •--� ._ ' ♦ — 1 I i �'; HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. Q > ~O I' CONCRETE �� i —. _ I + �' W '•I • • • t WASHOUT AREA Y _ / ' •• / 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND 0 1 ' r I �, a Iltn us ' r s, *: �= Is +— '• - >NI ,sw r-. _ • a" , ;, - I' + I MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF 7—i- I I 969 I 1; ,^,I CONSTRUCTION. p,V.,' _ -�• - la '-� •• - „.I -r -,v r• —. ?40 rva-6 '�'•' I q6°k II ' 1 i �I 8. THE SITE MUST 8E STABILIZED PER THE REQUIREMENTS OF THE MPGA, NPDES, MNDOT, AND CITY. A. TEMPORARY (GREATER THAN I -YEAR) SEED SHALL BE MNDOT SEED MIX22-111AT 30.5 -POUNDS PER .I ' % FI1 • .,• I ! / IL{.----------------_�. "�-•,,. •-..-., I . I I I ♦ T( I II yy ACRE. - _ B. TEMPO R------ RY(LESS THAN I -YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL)OR 21-111 9 (SPRING/SUMMER)AT 100 -POUNDS PER ACRE I' ' ,v+ I 7 i 1 C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX34-262 AT 14.5 -POUNDS PER ACRE. C--, I D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261AT 35 -POUNDS PER ACRE. r t,r� Yom ' v( ------------- -- - So � I II �'n �t E GENERAL SHALL BE MNDOT SEED MIX 25 -SSI AT 70 -POUNDS PER ACRE. / 1 PROPOSED ! i,'bI .l I I r �r 7 \ I n, , ,� I ss __-vain vsi-tT___________ xs s ,h a� MEDICAUOFFICE ' '' • M---- .. " I Ih �a i F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2 -TONS PER ACRE + n' I _________________�______= 1 1 ,.i • ' :. FFE=871.00 r_ __ N v I ` ! �h -.�- l I � •. I � s= -__ � r, 7i====_,� I � i� 1 I; '�; 9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS s_= i fi F'-- hi I I i i `` ��, i i '• �i '6 1 i i i REQUIRED. ' I RT FENCE ; i' • ' 1 I I •-r- % % y ',i PROPOSEDI •;;I� I l,Ay ; �' 10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. "' s i .• ��i7/- 1 s'''.' FUTURE ;..,y_______ I I--!Ih s a I - s •� TENANSPACE + ---- ---I V s ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHAL L BE _____ . FFE=871.00 DREDGED AFTER THE SITHAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM --- I ELEVATION. � u I . ' •.a� ' ' % • � I 1moi, -- •'I -�-.- I ' / II i s 12 ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. ------ -_-- .. -_ Z _J ' --'--- ` � -_----------__ •__ __-_= L I _ h-_-� = r=y I'i I �� i 13. THE SITE MUST BE KEPT INAWELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE •1 / I l l I I I I s I s -i I -' i•Ip---- .: �I'u� n IS----- = b I I - �i I I I • hI I RESPONSIBLE FORTEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER O � Z �' I I ' I ' I •,, �'_ __ -- I �___x_J' 15 ' i+ �_ --- I �'' • , PROVIDED B US DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MT E I— I t i t I , t I i .•.. I __•__._4.. u'' I i i i 'i. P====='A i4 F, L/i Q "s +— `' ' i 1 I I I I I 1 •_ {' I ) 1 I ,�,•_••:_• r I 2 WITH APOSITIVE OUTFLOW. O Z .J I 114. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE ck� O i c�' I I I I SILT FENCE CONCURRENT WITH SITE WORK. W U SH _! _________- ;sPI SHEET NUMBER. y _.. I ss s is ss --s^fi ss fi—�-,'ns :as - • -- ' - - -- _ - � , I 0' 30' 60' 90' ._„T u�' __ �. .T}. uv��"ter._ 'du---r-�tra •�-.__ca —nn [400 _ FOR CITY APPROVAL _T• • . . _ _ :__ _ � I � ---- - _ � •.•. ���__--________�-_ __-�I�–..--� � DATE: 10/14/19 DOr)5:rTAll IAARFR nmTnnann GENERAL STORM SEWER NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE. RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. S. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY, THE CONTRACTOR SHALL COORDINATE THE SERVICE UNE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 4B -HOURS PRIORTO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR 7. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER THE WATER UNE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10 -FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER 8. UTILITY SERVICES TYPICALLY TERMINATE 2' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9. STORM SEWER PIPE: A. RCP AND HDPE PIPE MAYBE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18' AND SMALLER CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4 -TO 10 -INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60 -INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D. PVC STORM SEWER PIPE AND FrTTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D232L F CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120 -INCH AND MUST MEET ASTM A76D OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10 -FEET OF A WATERMAIN, WATER SERVICE, ORA BUILDING. F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10 -FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 11. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTORTO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 12. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. Call 48 Hours before digging: 811 or ca11811.com ommon wound Alliance GENERAL WATERMAIN & SANITARY SEWER NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE REUED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. S. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CRY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER THE WATER UNE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10 -FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER 10. UTILITY SERVICES TYPICALLY TERMINATE 2' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 13. DUCTILE IRON WATER LINES SHALL BE CLASS S2, PER AW WA C11S OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER UNES SHALL BE PER AW WA C900 AND INSTALLED PER AW WA C60S IF ALLOWED BY CRY. 12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER INSULATE WATER MAIN IF LESS THAN 8' OF COVER INSULATION SHALL BE DOW STYROFOAM HI BRAND 3S OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D232L SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 14. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 15. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 16. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. FOR CITY APPROVAL HE d zo sig o aa GI Go u = � z sono H W Z 3d2 :2 00 d W Jw Q w W ~ 4 W O 17 I-- L LU J_ O f- z SHEET NUMBER. C600 DATE: 10/14/19 nnr.�rrr nu u.nrn. nnn+nnn nn HYD. W/AUX. VALVE GRND ELEV=867.3 19 LF-6'DIP —I 1 1 6" TEE 1 1 1 269 LF -8' DIP ME LOT 1 HYD. W/AUX, VALVE GRND ELEV=870.6 133 LF - 6" DIP HYD. W/AUX. VALVE GRND ELEV=868.3 19 LF - 6' DIP -I A I I ♦ 186 LF -8" DIP 6" TEE I BLOCK 2 PROPOSED GROCERY STORE FFE=871.50 B" SANITARY STUB -GROCERY IE=861.15 (E) 8" WATERMAIN STUB HYD. W/AUX. VALVE 59 LF -8" GRND ELEV=869.9 28 LF - 6" DIP INSTALL SALVAGED HYDRANT GRND ELEV=867.6 26 LF - 6" DIP I —IJBEND 8"-45'148"18 119 LF -8' PVC I @ 2.08% I) I I I I � I iii', 1. I 1i B E I r_ V 11 i2 C I H E E 1 1E ,..-�—I1"+ MIR-1-1--lar)•-ra—�j—jI1K' 1� 1. _xY :M1 ••qr .. " .' fil — 111:1 lYA,— I ------ ---- -- -- -- --1 ----'------ - �"'"------ -- I------ MH•331-'--'--------i- _ - - W IA ��: it Lam_____-_�L'.. �__i?•�-�_'__'LI .•'.••.:; _'__� I — , %. 1 Z w '4i "n„£ '�2r''' �yi I A// I r G IE=858.68(W) _ 1 c la• 1 I I 1 ~ Ir` II 1 I I 1 ®U1 L®% • ... Idl 1 ,.�”, F- g.:, 46 LF -8" g 1 I I. � _ INSTALL SALVAGED HYDRANT HYD. ­V.WAELEV 870.1 I 8"x 6" TEE 30 LP 6' DIP I c I I 1 W-----GRND - 1 .T. - lar ° li.`• II I 1 1 �.. ;4i I I 35 LF -6" DID I QQ a 1."i I 1 PROPOSED 1 i•. yi I I ♦ 8"-45" BEND ( - IvIEDiCAI/OFFICE 1 L: hl----- I I 78 LF-6'PV FFE=873_00 1 (11 2.08% _. 8' GA E VALVE '1 , - I I I I � I "• 16 LF -8' DIP 2 LF -8 MH -7 �4!I ii.. 1 •" I ! / 18" WATERMAIN STUB d 1 I n I .1 PROPOSED 1'11IIi1I I uiItnr Ir - .•j.iI1iIICI(I' I 1i11i ------ --- ,iIi x'1�r ,' • ",'.:2t�yny11111�'i __ ---_- I- III III1 II RE=870.06 III __-_-_ ____ll4yy ••.'I'I FUTURE --_--_--__--'_---_' IE=862.11(N)TENANTSPACE IE=862.01WFFE=871.00 6" SANITARY STUB-7A ..I"45" BEND-jIE=863.12 (S) Iwtl 1I --------------------------JI 6 - -------, 48 LF-6'PVC @ - _ IIII - -, ------- YSI II I I = 5_�z= _cr=.�__> _s._�,.._?c��r=_I II' ( I i I I 1 •1�=*'=S'_x _c__z _-y.•,'� I 1 IA I h_� I 1— I ,V I I 1 I I I 1 � ;•IA ------L --Ijl' ,'.d .�1OV�LWTI' F� /y1y /`' A ... •I `�''�. I1 I "'milli I I I I 1 1 I�.,ll______ ( I II - Ni{". A 11 I`555,1 I IA II 3_- - z' '. _ 1; I In 1i •I =________ 1 I '3. & I I 1 I I I i 1•.,4 T'' 11 I I ___ .'..y� '/�s �_ .� •_____—. � In ILI,== =---------ss= =�-------------------------- --------, U--------- , PARRISH AVENUE NE iA 114 NMI LUI 0 LU a�� o d W 0 �f JJ cIn E �LL ,11 Q Q LU Q Z J Q LU N Ln I_; © SHEET NUMBER: 0' 30' 60' 90' C 6 0 1 FOR CITY APPROVAL DATE: 10/14/19 nonlcc-T nu I-- -ii nn Call 48 Hours before digging: o 811 or ca11811,com S Common Ground Allian" 4 SANITARY SEWER AND WATERMAIN LEGEND 3 F osa=� EXISTING PROPOSED — - - PROPERTYLINE - - --- - - -- ---------- EASEMENTUNE — CURB AND GUTTER v.x—Y ►—� SANTFARYSEWER N ------lee-:— rm SANITARY SEWER FORCE MAIN s1a—® ►►—� STORM SEWER N WATER MAIN HYDRANT GAS I�LIJ-J-J.111 n u raa UNDERGROUND ELECTRIC --ra.1 oox OVERHEAD ELECTRIC — Tox UNDERGROUND TELEPHONE — ran--• Tax OVERHEAD TELEPHONE LA _ a r0 TELEPHONE FIBER OPTIC LLI a r+ CABLE TELEVISION Z �b wN nT ►►► DRAIN TILE ac � i oa N GATE VALVE G ¢o lll ® FLARED END SECTION WITH RIPRAP) Q N a UUj LIGHT POLE O a SANITARY AND WATERMAIN KEYNOTES a s A REMOVE EXISTING 8" SANITARY SEWER STUB AND CAP AT MAIN. (HELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). 8 REMOVE EXISTING 8' WATERMAIN STUB AND CAP AT MAIN. (FIELD VERIFY LOCATION, TYPE, ANDSD:E). sag p T- o) ml C REMOVE AND SALVAGE EXISTING SANITARY SEWER MANHOLE AND 17 LF OF 8" PVC SANITARY 1�2 SEWER PIPE (FIELD VERIFY LOCATION, TYPE, S¢E, AND INVERT).3 i= w D INSTALL SALVAGED SANITARY SEWER MANHOLE AND CONNECT TO EXISTING 8" SANITARY ci SEWER (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). �N O 0 h E WET TAP EXISTING 8" WATERMAIN AND EXTEND AS SHOWN. (HELD VERIFY LOCATION, TYPE, AND S¢E). €GOY ��dLL = I F CONNECT TO EXISTING 6" SANITARY SEWER STUB AND EXTEND AS SHOWN. (HELD VERIFY 4 ,-, LOCATION, TYPE, SIZE, AND INVERT). t2 � y G REMOVE AND SALVAGE EXISTING HYDRANT, REMOVE GATE VALVE, AND CAP HYDRANT LEAD AT MAW. (HELD VERIFY LOCATION, TYPE, AND SD:E). H REMOVE AND SALVAGE EXISTING HYDRANT. CONNECT TO EXISTING WATERMAIN AND EXTEND AS SHOWN. (HELD VERIFY LOCATION, TYPE, AND S¢E), W Z I REMOVE EXISTING WATERMAIN CAP. CONNECT TO EXISTING WATERMAIN WITH 6' GATE W J 2 2 :� VALVE AND EXTEND AS SHOWN. (HELD VERIFY LOCATION, TYPE, AND SIZE). C. O 5 LUI 0 LU a�� o d W 0 �f JJ cIn E �LL ,11 Q Q LU Q Z J Q LU N Ln I_; © SHEET NUMBER: 0' 30' 60' 90' C 6 0 1 FOR CITY APPROVAL DATE: 10/14/19 nonlcc-T nu I-- -ii nn CBMH-103 CBMH-104 1 i Call 43 Hours before digging: 3 3 (60" (48" 0) CBMH-106 $� '^ 30 LF -18" STM RE=865.52 RE=867.87 (48"0) I I iI 811 or ca11811.com S fit 92 SWR@0.50% ]E=861 24 IE=864.62E 862 91 (E)) !E 863A2(E) .; RE -867 82STORM SEWER LEGEND s E= 61' 1 f' Common roun lance I ]E=862.91(5) IE=863.42 (S) EXISTING PROPOSED y O s -o ► ,3°Yy°;dl I'1I 1{I ✓iI Ji1II 1 z BII I i I I I .rs��I I 's' -_.-<__._. _ � - - ► -- PROPERTY LINE 38CBMH-102 9 LF -18" STM - - - - - - - EASEMENT LINE(48"0) SWR @ 0.43% :1' E=86109(W) CURB AND GUT T E R . 36 Lf-12STM 168 LF -18' STM a♦IE=8SWR@0.52% SWR@0.3D% • 0 SANITARY SEWER n+ rM A 1 1 6fr{ i • • ` • .'�7 Lf-I�5' STMFE00=1 • I 1 I SANITARY SEWER FORCE MAIN ' I 1 Z I -- ►►---� STORM SEWER ' i '' •1 ; 19 LF -18' STM SWR (� 0.55% 08.105 I 1 0;---® I I --WFI I WATER MAIN „ I SWR @ 050% 1 (2'x3'1 J o RE=867.25 I ti6e-- _--'LT HYDRANT 18" FES -101 I ' '• 1 IE=864.80 (W) I �z.� 6.4 CU YD CLASS III PRAP 5 •402 I j - - - - - - 1 1 IE=861.00 , GAS m (4 . M.26 1 I I 'Iy UNDERGROUND ELECTRIC IET861.20 OVERHEAD ELECTRIC ©a a a a IE38fi1.20 S -n'o TWI UNDERGROUND TELEPHONE 1 , I y • 15" FES -401 , ( I 8CU1Y CLASS IB RIPRAP 1 I I ♦ 1 + u•.-- on OVERHEAD TELEPHONE IE=861.00 ' 1 ' LOT I ' 101F -IST STM I • -I i „ -- o- ro TELEPHONE FIBER OPTIC I ' p1 CABLE TELEVISION IIA 'I ' 1.1 • I}RINSCOOUT�ET% ,.{.. I a i ii. 1,: cn Wto, 175 LF -18" STM i iii -- O1 -- ►►► DRAIN TILE Z vO 1=861.26 (IAS i m I I BLOCK 2 SWR @ 0.30% I ♦ III ° I N GATE VALVE Q =' -I �1 ® a� ", i 39 LF -15" STM �w 8670 W 020 I I L I IV FLARED END SECTION WITH RIPRAP) C N li _ 1 L•'SWRI I G '•'i ' ♦ RS LET ' ii 1 ij ' 1E 6 (E) LIGHTPOLE C @0.55% P� PROPOSED GROCERY STORE I IIIIAl1I'IIi'1 -I i'I1,, „I,+'1I�•'..• ii',III I@I (2'4 . ' I1 - -I _ I CRBH4-8lFFE=871.50 t LL0 popQwC1VW E=6' �,['IE= 83.At WES SN 01P) R TOP=865 1:=3,9 26 LF -24' RCP OYq=4.70,10YHWLSR= , OUTLT=860BO =86 .0'OCS6%0VrCy i I 11 w I r (4B' O) 12" FES -347. I I ' „ I : RE=864.13 II I I 4,4 CU YD C1A5516•ijtPRAt� I I' 1 E S v IE=860.56 (S) I t u I a W m I I I . ► ' I IE=861.00 .•' 1 -_I 15 STORM SEWERSTUB-210 I II It oaf ''' i IE=866.13 'r'' I• 25 LF -12" _-_-- 24. 9501 SWR@0.52 I I ni �i d 9.2 U YD LASS] Idl PRAP CS -302 T T I I I I I' ; a 1 tl2` 11EI 862.00- ♦ ) ' �= .. RE=866.82 _ • _ I I � i R o 0 0 i-_--- 71 LF -24" STM IE=863-13 (SW) - i I I I n i i G(' ? m 1 SWR@1.42% I I'a 1 = s x 1 I O -502 CBMH-202 CBMH-203 CBMH-204 I I II iis�� C iI 48 0) (60 0) (48" 0) (96" 0) ' " I i I u i o RE 865.70 I w Ir iRE=867.39 RE=868.86 104 LF -15' STM 00(W)♦2 5 12LF-24•ST ♦ SWR @1.04% dI 6 LF -15' 11E=86 ♦ ]E=863.05 (N) N =. D IE=863.25 SWR @0.48% IE=864A9(E) ST I II eB W Aq SWR@0 II al \ _000 =C- i �\ gg $ 111 Ii yyI 1 1 1 I 1 1 � - • I , 41G,� +, I • �5� � iiI 11 7= • I � I' u i � W Z 1• r r n 1= ' 44LF-A" StM I I I r , ♦ i _ 1 e I W J �I SWR 00.4796 1 i 1 i ' I, I jI I _r IJ. r- 41 21 LF -24? 1- � L �I __' - - �_ - - - - - - - I -?L- li vi a - 1 3- 12' STM 15 LF -24" STM I I Q II SWR @0.47% R@0.5 '� @0.32% I I I ei J N u 24" FES -201 - • I I I Q W 1 - III 9.2 CU YD CLASS m RIPRAP I 134 LF -18' STM I _ MH -209 ClIH-108 I I I 0. O 1E=862.95 ♦ SWR @ 0.529 A 48" 0) 48" 0) I I I n q{1 ii I•: rrrs YYs-i----IITYs-j----r-)ars' 1 �,�xrs s. uv RE=866.75 I Il • r 867.72 n 5555 w r l l l l l l _ q =865.05 (YI) 64 70 y III ...J�-L- lYM �YM' I�. T 1i IfM' IVM +vi^ 1 I I�M I I I Ir n W T IE=965.05x] I 1 + 1 � 1 1 1 I 1 I Ir •, 1 • WA WA 75 1 1 lYM lYM 4(70 CM I I I y 1 I FII � r. I I_�- '____�___� ___�_______ -.. ••.. }�.___ r INR III I I n • ' -i -lIL I °O 0.52 r------------------------L--'1.'l..:..i CBMH-205 :.. I I (48"0) I IIi ~ CS: i••i I I 1 1; ,, `Ili----- I CBM + RE=868.30 I I ( + H L-...a -----}M iI II I O 68.55 IE=964.35( UTLOT 8 I 1 1"•:'II I IE=864.91(E) I IE=864.60 (E) ♦ - 64.91(W) IE=864.35 i € i' o Ii •I II I I i .M ----- I I 1 - --=_s1 - -- Z; 0, ======_ __- � H lu I i PROPOSED I �•;ylI11 MEOICAL/OFFICE ^• ± - I I ♦ I __aa-=__=_�aII_�a�n�6peOp 12_ STORM SEWgR STUB$ -- I$ (i Q1tl; w'.- li a I I I 1 FFE=873-00 i_ I. 4I f'== ;= e' IE=865. 1 Wi '1 0 1 'I I 1 aS1 i i I EAST INFILTRATION BASIN 202P i '•` �" •4I 1 �` �'''-'--'� + ni I Z TOP=867.0 di y n I•I 1 I1 1: ------- I 4 I I'll, ^ee a •I I HWLs: 2YR=866.05, 10YR=866.20,100Y4=86 .d6iJ F-12' STM , r 4 i )H II .'1 I 1 , • -__-__ . ( SWR @ 0.52% I 135 LF -12" STM'; .7 PROPOSED 1• •'., I -' "- % i I W u I 1. 14 I n #i BOTOM=85,50 ' I,• ',,I I I R@0.52% I _ _ '; 1 FUTURE 1 _.I;I______. n i I BOTTOM=863.0 I I • C4I-_--- I 1•' 1 TENANT SPACE �. I'I ul i i 1 1 (}y , FFE=871.00 II - oil H iv : i ( I I i r.: I I I ;• I I -------hi. •'i i ,.a' I -' h I Iii II = I 14 1 --------------------------- j '• . 1 I .4 )L I I 1 00 __________!I --_______-_____ I I CB -206 FFFch _._..., :, I• 06 3') I ---- I'i91 •'...i~ _.._'. __ :' _•'•;.., II' ------- k9 ---- o55 (2'x3') RE=868.30 I11 I°t Q 14• .v�•_•s='= � i=' -y',' i I In I 1 I J c i ii i I l:� ..` �>G i i- i -' i- i-' i i i i . •'.! ---- I ( 68.61 I (W) -'--_I4' .III I 1 .. • ----_ I _ �� i ' u _ -86530 IE=865,61 (VV)OT 4 IGj, ii i i i i i i i i i iI I i I i Ij.••• I = s I i4 1M W 5!8i 1:1 svll i FFFF ) I I I I I -- = -- - g r ) I ... I - \. T _ IypT 1 � 1 // ,' '`��' q� SHEET NUMBER: r� //�� 06 `I ------o - -- -.._-• •5m. ate=,--�'-cT4 ". T.-cr%-_-_ ---- u� --- nIT- -.-nlr n3--nlr----nlr----nom _ nL� �' ya: 0' 30' 60' 90' ncr :..::ei•nu•:-:•:•:•:•::...•.•.•.•:•::•::: - FOR CITY APPROVAL N y i______ -02 _1__ - -- _ Z PARRISH AVENUIE NE ______==-=_e_.=_= __= __ _ _ -_ _ -__ =� PATE: 10/14/19 6 y kill UNDISTURBED SOIL AT So NOT LESS u IRAN 6" SECTION 'B' AT BEND 6. F ---I - 1 UNDISTURBED SOIL PLAN 'A Fl. • TIM LESS 'Y TITAN 6" u SECTION 'A' 2400 PSI CONCREFE 26 DAY STRENGTH NOT SS LE THAN 6 AS, SECTION 'AA' R "\ \. l Y COVER FITTING ENCASED IH CONCRETE WITH ST"SIS% RICH. FEW MIN MMS PMI, ANO A�YM .CRY DihE SEWER POLYETHYLENE OR F A OUILDINC PAPER PRIOR B p 70 POURIIIG IG' 072 Cn7da I STANDARDZLATE NO. " mnccmrn q O W1TfR lOM SFY 'nnWR IY [NOI[U1 WTD INS-AlIEO AOCOtDW:UI RIn N f [[ UIjTKALi�YaIOVfRUc1NV1 SEMI Pill I MM! f I110N[D �YMNDM DME SLEEVE NOTES, Y IIIIN9 IMl[t[WA [.TERN 01 "1. Ulu ON AS "PROVED FLCONC AAMC OP[NMMIS IWLL CONFORM iO IIOOUGGs SIMOARD3. TYPICAL WATER TIGHT SEALS NOkbSCK {cn01O STANDARDO01 PLATE NO. NNR6CRJJOIAGG FOR"ryAGE WAYCAL crus SItEW INICMLLY CAST CMO1YPi[SyySSYx1 EASRM SC1L ST"SIS% RICH. FEW MIN MMS PMI, ANO A�YM .CRY DihE SEWER FIFO , 0.15 CuYds 0.05 CuYda B` 0.27 CIIYd! p [MCA IG' 072 Cn7da I O.0 GIYdr q q rv[ q • . �OASRn O.bJ L'uYd! '• • [YTII 20' ILL [VAN" NRN 3.36 CuYdR ENUF M=616" 2A• msii. Run) SLEEVE NOTES, Y IIIIN9 IMl[t[WA [.TERN 01 "1. Ulu ON AS "PROVED FLCONC AAMC OP[NMMIS IWLL CONFORM iO IIOOUGGs SIMOARD3. TYPICAL WATER TIGHT SEALS NOkbSCK {cn01O STANDARDO01 PLATE NO. NNR6CRJJOIAGG PIPESIZ TEB OF PLUG CROSS W/]1'LCL'S (I.r.96°IIRND) TIB UCSD (45- BEND) AND 1/16 REND (1].5.1 6" 0.22 CuYds 0.15 CuYds 0.05 CuYda B` 0.27 CIIYd! 0.29 CuYdt 0.06 CuYtlR IG' 072 Cn7da 0.f6 CUYas O.0 GIYdr 12" 037 CuYd3 0.73 carat 0.21 form 16- O.bJ L'uYd! 1.73 L'uYdl 0,A9 L'uYtll 20' 0.82 CuYd! 3.36 CuYdR 0,9b CuYdR 2A• 1.3N CuYds 5.77 CuYde 1.63 CuYd1 TRACE WIRE ACCESS Box NEW STAINLESS STEEL BOLT To ALLOW` 2.0' YIN FOR BRACKET IHSTALLATIDII 1.0' MAX TAPE OR PLASTIC 7R (TYP) NOTE: 1. COYER FITTINGS ENCASED IN CONCRETE WITH /12 AWC COPPER CLAD POLYETHYLENE OR BUILDING PAPER PRIOR 70 PONCRET WIRE CONTINUES UNDER HYDRANT LEAD 2. BLURRING SHALL DE POURED AGAINST AND CONVECTS TO MAIN LIN[ WIRE /14 AW COPPER CLAD FIRM, UNDISTURBED GROUND. FIRM, UNI E THE RE G EME11 5 FOR 3. CONCRETE SHALL NET H O R T STEEL RED, FACTORY 8 GRADE B CONCRETE IN CONFORMANCE WITH Mn/DOT uI 2461. A. ALL PETAL PARTS OF P[ ROD OR STRAP TYPE pgX `s AEPRAL71 5 SHALL SI GALVANIZED OR COATED WITH ASPHALTC NPC RUSIPROOFINO. `s �1 TRACER WIRE DETAIL HYDRANT - SECTION VIEW NO SCALE n STANDARD PLATE NO. WATERMAIN CONCRETE BLOCKING OUANITIES 8� RE All M %1 J.S,e F STANDARDPLATE NO. ( NIxNRReYA PIPESIZ TEB OF PLUG CROSS W/]1'LCL'S (I.r.96°IIRND) TIB UCSD (45- BEND) AND 1/16 REND (1].5.1 6" 0.22 CuYds 0.15 CuYds 0.05 CuYda B` 0.27 CIIYd! 0.29 CuYdt 0.06 CuYtlR IG' 072 Cn7da 0.f6 CUYas O.0 GIYdr 12" 037 CuYd3 0.73 carat 0.21 form 16- O.bJ L'uYd! 1.73 L'uYdl 0,A9 L'uYtll 20' 0.82 CuYd! 3.36 CuYdR 0,9b CuYdR 2A• 1.3N CuYds 5.77 CuYde 1.63 CuYd1 It ILL WAIL OR MMMT SING PPC 00131,03 MMM S' Or RTOAY SEWER PLFE ^NiA� PIC NOT m"tT w ""row BOARD AADOT 3140• AGN. N U4 `-SONY DOTE ' PUN 4111YCV OWNS IN VUTNWMx.A` .Issl LN JnxlsAW PROFILE I 1 l[HOH 30 INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE E •I� / ]J.,C� r STANDARD PLATE NO, 1 l �, t 304 F IWCN 900E .IWNRRera ADJUST TO FINISHED GNASHED GROUND AS SPECIFIED, CRAVE �s gg - VALVE BOR ASSEMEtY SD RASE, YAIII A BLOCKS TO RE WRAFPEO WITH 2 LAYERS OF A MIL PLASTIC i s WATERY"N. - - VALVE BOR SIZE VARIES ALIONYENT �CIAC SOLID CONCRETE BLOCK$ Ml I A" TNICI( .d MIR 0" X 12• % 1. ALL �VALVES SHALL BE rnTEO WITH EXTENSION STEM$. 70 BRING THE OPERATINO NUT TO BE 2' FROM THE SURFACE. 2. ALL BELOW GROUND NUTS. BOLTS, AND RODDING SHALL BE CORE -BLUE OR SIB STAINLESS STEEL. r TYPICAL RESILIENT WEDGE VALVE & 80X INSTALLATION ppe 10" & UNDER WATERMAIN ne NO SCALE °a na o AOs' C,tY en yy STANDARD PLATE N0, N 1 !', MIxMBse o 2115 rA1T AiON mrxxrN tarn nMAJuo MTX SCAuxT rG NIWN N-IAI'L Iii /YNrJVIU --\ YNM'AGTURLi 110WIADIONIDNS COVAL MOTTO "INIDW SEWER" YFRINEO 011 COYER. CRRRNAL CKYN(T SGL FCC SIO P1ATC 310 AS RECONMEYDCD/ RCOUIom AT _17,01USG. THRUDCO WSW 70 ACCEPT 1/2' IIA¢ Wm SfALAY1 BMT OR Rooln". EWRCm /ROAD GCI MCNOR AND TOP 0' CO hit NANNOIC RW N LACY DONE AT [CMT a•. I ENDH I0 AD.Vstim A40. WTCN nAYC OII 33" RMl CGC E "NSMD RXO(J) NS SD TT •'\` PAICASSla IIml7t[AIiNI KING n13: IDATTAINT - MANNOIC CMC OM AND COYLIITC Attm. OIL IDD YIRmI TACH "IDEVEN qD AM IDN[ STAAIOARD MANHOLE FRAME AND CASTING (ALL YMIHOMD IXtoT MMC[ YArGrse r ANTER ANO CAS os All Kaimp) SCMR" Y .I. R-1735420OR�O'A �NORD7 -sV.TMf RING uo •u' 1110x R SINK M"DC INA"all IOGr OR EQUAL BMT OR AODDl10. [41CDD[0 PLACE 2 04115 IMO TM IY rIIxXT[ YJMNMf RONC AKtART J`. A EACH TO WATCH 'RARE ON SC I/f' WE MNG 2 xR I 3 I' CM. 31i TAN[3S t'Efl • • 'Pt;LT a 1/3^ [OM3. WATERPROOF FRAIAE AND CASTING (ALL IGERAMI OR W!C[S, OR MI YAMNMC WIWI AW MSG 9'ACID OR YIIN 113 100 N IAt MGj y1.D A. xVn, SOUS. INWLGD RO 1% AND RODWD SNLL M SII SEE.- STEM. F,1 S. CMA. M %VIEWERS IC KNOW YAS G LOME N VDNS KFOW FIN*ND AM IAWCG SMASH. OR I.PAIIATKN W TERM[ AV CARR SIT - 1. NtCNAN 0-1112 3151[. SMALL tOMfIR Of CASES TION r -C. SO1D CMI OMI W. CMT Q KDY ERT[NSON AND AND WE-Ftis-' ADIENIANN ONO%. •i 1. N[[To R -1731-C2 STDT[4 SHALL CONSIST Or CAST IRM FRAME. SOU CAST RWI L0, R L INNER tD. INOIOX xM t591CAL If N[C[3LAf H)PC •/Ui11G' ACMr,S.Vf IN00 tIW1 E AGD WTYGIJ mm Elm IM O! Mos MD C'It Nor'Voile ITIH 1-1 C111NN SANITARY MANHOLE_FRAME N AND CASTING ID SLAG a A �Se F STANDARD LATE NO. Mi3uroeu(- ABOVE -GROUND TRACE B12 AWG COPPER WINE ACCESS BOX CLAD STEEL-SLUC PERMANENTLY MOUHTED TO GRADE RANGE BOLT / (TYp) 1.0' MAX (SEE rRONT MEW) OM f^-13` / 3 -WAY CONNECTOR 1.01 MAX iGl i 10" [RIENRON _ I .) } r TRACE WIRE �� I f AROUND NORTH ,yyp �E l 0R EAST SIDE K S or rmlNGs 1.01 MAX i•O MAX OYER 3W^ DRIVEN WIRE UNDERNEATH AOD t.0' Of COYWo[ TOR GCN ACMTDYAI 10" [ROSXON 01ALR:TC1 DISI[AtNIAER MO MnRs FAIL AEMICC INC. COWRID[9 MAGHESIU4 NORTH OR EAST SIDE OF HYDRANT t_ GROUNDING ANCHOR LEAD ROD TAPE OR PLASTIC WIRE UNDERNEATH EAST SIDE OF TLC (TIP) WATERMAIN �-- WATERMAIN HYDRANT - PLAN VIEW HDPE OR STAINLESS STEEL BRACKET TO -\ D ABOVE- GROUND PERMANEMLY SECURE ACCESS BOX TO GRADE FLANGE TRACE WIRE ACCESS Box NEW STAINLESS STEEL BOLT To ALLOW` 2.0' YIN FOR BRACKET IHSTALLATIDII 1.0' MAX TAPE OR PLASTIC 7R (TYP) /12 AWC COPPER CLAD STCEL-BLUE (TYP) WIRE CONTINUES UNDER HYDRANT LEAD --�-+i -+1.0' MAX AND CONVECTS TO MAIN LIN[ WIRE /14 AW COPPER CLAD (SCC PIAN MEW) STEEL RED, FACTORY CONNECTED TO 1) uI ORO.D ROD pgX _-4 DRIVE-IN MAGNESIUM V` 1,0' AX GROUNDING ANODE ROD �1 TRACER WIRE DETAIL HYDRANT - SECTION VIEW NO SCALE n STANDARD PLATE NO. }" �S RIN eLJFG 209 MANHOLE SAME AND COVMR -PAWYD1r AIOQR { [M sTAAatft W[fL GOTH MEW toWSON BA1Of Pi[tAil CONCA(IC- ~ J" _VN NFJustUG RHOS AVtiG M1 RRNM MIYNR [KIENSDX '�F iXII MNxxxA CURL 1.'I•[�SDATIaR 2NG5 AND RAW SHILL RC SGIEO WTI AN L!" YDE DDUK[ PLGIm. OR MW. A 10" WIDE TJPLC rLG1FD. MGxAL CNRRAR SEAL M Wx4fACIlIPm RE GRIX WCDALTY r300V01S. TTI[ SAY[ GTMSINN IAINH M0 WCNIDIIE AAC UEm W 40TH. S. SCC CIDSY WISH TAOLE ICA DCAL Mo W[NEDN COIra1NROME N[Cm TO WAY TROT. 'N[ rAWC TD WE TOP O TFC CON[ ON I,Ah C IN VARIOUS CNYAR IDCNS n..I or A- OA MAMLIG OIF[ll!MWJ RILL xIIxc mm - NONE - I. THE TM It 1N CONE Gm NAW A YNWY J" NTMI VDIrrAL SJ7rm THAT IS SYOOls AND FACE of "M FM1Y ORSETS CA CRICISOF MICIDDIA . P A S" NNN VERTICAL SU"ACC IS NOT AYARAILE DU[ TO THE 11131111 IOMIVMINN Or TNI COMING MMNJ.E CON[. INC VAT, K CRGIED um"o A CON[ DIME row AN6 A NOT OMI Nx MTCNNO MORTAR. DIMS TOA A rMY MSC CONE ME Mum row GE1[Y SFEOAL7Y IRODuess. DEM. K XITIo" TAKE $3) i 4I INTERNAL CHIMNEY SEAL XO SCALE .9 �•�.� A STANDARV7 1 D NO. �u S -I+ -IS MINwReTA 40Y3MROXE o[ 10 013W 40NNCY IItI01R OT ICAC ND [NRHSKXE M /WAND"D EGL . M / 1110E /LM W /F](IM MDC EGL 6Gl OAY 2•'-J.i^ OM f^-13` i[Al 17" [ODO011 D'(EA Ib" -10.3^ OYER 7A"-13.6" OYER IY-IS" iGl i 10" [RIENRON OYCA TOYLIJ" DIG I3.S"-t W' ovLl ifAl1 NVLI. [A7[NIDN C/EI IS^ avG td' OYER 3W^ AM 1- Of COWMGE FON LACY ADDITIONAL 7" GIEMSRN AOD t.0' Of COYWo[ TOR GCN ACMTDYAI 10" [ROSXON 01ALR:TC1 DISI[AtNIAER MO MnRs FAIL AEMICC INC. COWRID[9 Call 48 Hours before digging: 811 or caII811.com Ommon GroundAlliance .MDMA DEfGRC[ IID. ARE TO MST STEP 6 21" -ANAOWD ]WV PSN NN/OOT IGTC N0. JTAO - WA1t TO R 00IR1RJCrEO JON13 I[R AIR. C.0MIx RRETS YA1[ORDOf OISAETS REOUPFDA� JMM3 E It LI AIOW CYE rttl[Rn + WATER IMG AND IUCRR Mj 1•�[AIID (SRfiO { - ^• •• •••. ^.••• f a :TOOTER noli 'SMT,,,. INI[1 TO DUiCE1 TONA a III .f 9NOYNt E Cd K MSS. yTtR F[NgD110 ]NALL DC IG WN SANITARY .2i �... -roe. I/1 FMS -mo, Or .L ADNSTM 2N0(SS FL SID W SM N SECTION A -A LAiOCST MW[I(R FII' fGYt NID CAtIIM ICD LIO FIAfC JO) .MDMA DEfGRC[ IID. ARE TO MST STEP 6 21" -ANAOWD ]WV PSN NN/OOT IGTC N0. JTAO - WA1t TO R 00IR1RJCrEO JON13 I[R AIR. C.0MIx RRETS YA1[ORDOf OISAETS REOUPFDA� JMM3 E It LI AIOW CYE rttl[Rn + WATER IMG AND IUCRR Mj 1•�[AIID (SRfiO { - ^• •• •••. ^.••• f a :TOOTER noli 'SMT,,,. INI[1 TO DUiCE1 MANHOLE NOTES: ALL 5NOIMT YANIDLLy Wo. .1 INDII IGfGXII G�4'rl CONf[ALN R.A. BEA U1 AFIAOST EMYE DO 0"ARS G BOOn E Cd yTtR F[NgD110 ]NALL DC IG WN SANITARY .2i SEWER STANDARD EWA. MANHOLE Noru[ STANDARD PLATE N0. TONERE r- MD -S rG RED PLATE sal PAWKIER fN[ fAd,f WSio,14 CNRN[T HERS'" .E. USE (3) A" AMG% RGYUN C'- YAR 1A- WIIIAI, OI (FO 1' RROS INC[ IVm SGIA, IT. S" KNYW AROUND "C" IAANCCH R AOCrmplo., DID. -z PKCAR MANOIC COW 1N111tm WSfW TO I,•• %%! MO • 11 it OR •A C ALTO TOP Or CONCRETE NANNOM CMC AT MMI JMATCN�A 1C 1. - IMI. DMit. "Im. NS 1. AND NDMND WWAL K 31! ..Osal Etn_ 2. ADJUSINIC I MAR SHALL Y NON DLNSITT IOlTL1HYtLM[ MMS AS NANVGCIVRED W GDTCCN,INC OR APPROVED COUAL 3. ALL RINDS !HALL MEET G "COO .HOOT NS -10 TRAFFIC [NANO. t• CHA NCIS Eos,""IVALL BE A- orIUDY.ID FOR AIVUSTIN10 DIDRNOIMAIINNEEEE. om JYINI: NMUY IN, YNKF 3. CLEAM Alt SUMMER TO FDaVC SCALE G 4033[ 1.1 -MS EIf- (GMM ANE RAIIK. SCUAW. OR oulA s" O SUN AND C"TRIO M m i. - TWO 1/3" Rets 0r RDm ]LAAO ROTOR FAST WC"%;INERT TIO W COCNC[ STRm.u. MIL NEW ".. GCH mss". GN APD rTWL. MANHOLE ADJUSTMENT RINGS NR RAIL `.� SeP'o STANDARD O PPLATE NO. FOR CITY APPROVAL Z .0 o QW N aS �f pppgggFQN p W a W a � 5 m ym z QI n€z 7aN z 3za Si o � �F ti L �gy gg d "I G2M� r�H WZ Lu 2 OC IL 6 0 W uJ QCe ; ~ a ° W f' N J LTJ r-, NUMBER: C/ 00 IDATe 10/14/19 U 2 Call 48 Hours before digging: 811 or ca11811,com Common Ground Alliance IIISPECT1.0 TAO INTERNAL MANHOLE JOINT SEAL ALL 5EALS SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS. CLEAN AREA ARCUND JOINTS WITF. WIRE BRUSH AND WHISK BROOM PRIOR TO PLACING JOINT SEALS. FORM 1/2 PIPE SLCTION OF '• LARGEST OAYCTFJI PIPE +' �'-. \ ` 1 FORM 1/2 PIPE SEC OF .:'• LARGEST DIAMETER PIPE -A MINIMUM OF THREE APPROVED NOF THREE IE O[V1CC3 A7 120' SPACING. '- INTI-SHIELD—� EXTERNAL SEAL EXPANSION BANDS .+ PESTRMIIINO XOOP .� T a' MIN. PLEATED RUSBER SLEEVE CENTERED 1 Tl { ) \ r .-`?� I GROUT BOttO.v i0 SLOPE OWE — 1 ) ~ I s' A 11 A4 \RCUT INVERT "(•�tiJ ' ON JOINT / t '~.` TOWARD AS SHOWN fiY ARROWS ' HOPE T LESS THAN I SECTION A -A � �-TOWAI BOTTOM TO SLOPE \� .. J \ "PLASTIC' flIN05 (FOR USE W.IIIIOIE COVER SLAD TMMC a (SCE TOMATO PIPE AS SHOWN BY ANNOWS 1 12" MIL \'A I� I REI ORCEYENi 'i- ON ALL WA HOYE SCHEDULE) SHALL BE PER NNDOT NH A CO SCHEWIE) SECTION A -A rRAVE k CASTIND J' .1 , . T CLEARANCE MANHOLE IAtlIC 1. RBBBCR SL[EVE SMALL BE A YIN. OF 3/16* THICK. JdNTS / 4020 WRN 27' ECCENTRIC OPENING (SEE MH A CO $CHCDULL). ..// GSTING HEENAN 3067 OR COVER SUE r EDUNALCM WITH Ol OR oR GRATE IS 2. 1 3/4' WIDE EXPANSION BAY05, I6 GAUGE TR04 3' .' NLE55 STEEL ALL NUTS, BOLTS OR SCREWS A60VE ADJUSTING RMC(3)) AUJUSIING NING(S)� Mn/DOT 1022 SHALL BE STAINLESS STEEL THE ' PER SID PUTS 4i4 z � PER SID PU1E 414 I C I) B. RESTRAINING HOOP SHALL BE a//Ib' DIA. WATER ; mg •.2i:•:.«>• 2 MAXIMUM DISTANCE FROW RIM LOW is fid[ ADJUSTING RIIIC(S)) STAINLESS S1EE4 PLACED BETWEEN MEATS OF TABLE 70 RUBBER SLEEVE. 10 BELOW ;, MAXIMUM DISTANCE FROM RIM PRECAST CCC[NiRlt TO FIRST STEP 1'a 21". _ tr, PER SID PLATE ti4 SCE UlIE TNC STEPS 16" O.C. TO rBIST STEP I^+ 24'. REDUCER SECTIDII INFI-SHIELD EXTERNAL CATOR WRAP WATER MANHOLE 10 BL CONSTNUCHIO 01' a :..-.•, TABLE) APPROVED STEPS PER • PRECAST CONCRETE SECTIONS. s NOTES: 1. THE ADJUSTMENT - STEEL REINFORCING SHALL BE PER MN/DOT STANDARD ASTM C479. WATERTIGHT JOINTS STEPS AS PER YN/DOT '1' n , •. PINGS AND FRANC SHALL BE SEALED WITH AN EXTERNAL RU83ER SEALING SLEEVE, INH -SHIELD' AS MAWFACNRED BY SEALING SYSTEM,INC. OR APPROVED EQUAL - W ' PUTS ataO SHALL BE PER ASTM 443E p _ 1'ARES p ;• PRECAST OR CAST -:N -PUCE STANDARD PUT[ 118OJ _ \ 16-U.CT MANHOLE TO BE CONSTRUCTED s 2 i ISE 1:' "STRUCTURE Yn/OOT E+ PLATE 7024 2. INC SEAL SHALL BE MADE OF EPDN RUBBER VAIN A �. _ , . --- SEAL PIPES '. LOWER SECTION WITH GROUT II I I I I 5 or PRECAST CONCRETE '� SECTIONS. STEEL FEINFORGNG SHALL BE PER ASTM 0478. I - GROUT INVERT STANDARD OPENINGS U1141NUH THICKNESS OF 60 MILS AND SEALED WITH A NON -HARDENING BUITL RUBBER 11 I I I I I ,. WATERTIGHT JOINTS SMALL RE AS REQUIRED PIPE DU. OPEN NO SIZE i MASTIC. TO' 1. EPDM FLFXIRIr RUBBER SIFf.VF - C I I I I I1 SEAL PIPES PF.R ASTM 4430 0 M K ) (13) �26 A '! 30 MILS THICX 2. NON-NARDEdMG BUTYL MASTIC $ 11 I III " n ,• WITH GROUT B SECTION A A - EXTERNAL CHIMNEY SEAL R ADNESrvE - 30 MRS THICK T II I i I'ttoR r ' (� 1 11 I j f—r,` �1 T IB 26 NIt11NW C.B. DEPTH - FLOW LINE TO IWERF I O NO SCALE 1 1 I I '"I j l W 7f LF I I,i to' `2J PIPE DU. MIN. DEPTH MINIMUM DEPTH W1111 2 RINGS 2 3{ 3 A 1 �_ 1 I 3, (FOR USE b' MIN. 4" MIN. CENTERED OVERLAP ON ALL ON JOINT �1 r MANHOLE B •; 1'; . •' ',` ' • �PRCCAST OR INTEGRAL CONCRETE MANHOLE BASF PER NHDOT 4011. R, „I —_ :- MN. 6' PRECAST OR •_4" INTEGRAL CONCRETE '' VANBASE- $ IS 41 IN. 41 IN. IB 45 IN. 5� % JOINTS FROM 10' i6 30' MANHOLE INVERT SMALL BE z� wHH01E I.WERT SHALL BE PER NNDOT 4011. >1 56OPED TO PROVIDE SMOOTH' "1 S Y 2a SI IN. 11 IN. Z S $ , BELOW THE `. $ SLOPED TO PROVIDE SMOOTH FLOW FROM INLET 10 OUTLET. FLOW iROM INLET TO OUTLET $� e� R° WATER TABLE) MA%MAIN RLL HEIGHT 13 R. �� di E� AS INCH DIAMETER SHALLOW s9 - MANHOLE JOINT SEA L •'• w xuc ° _: a SLAB—TOP MANHOLE (STOIIN $[WER)��'3 NO SCALE STORM SEWER STANDARD MANHOLE NO SCALE = DEPTH_SATC}j. BAS�[J MAXIMUM 24 INCH DIAMETER PIPE SIZE NO SCALE „ c3 �8 ed STANDARD PLATE NO, 310 � Y m 0177 °r y,� JG ---- STANDARD PLATE N0, A Ta' UN OF Ol•JG --- — STANDARD PLATE N0, R� .7 `? HTY 00 , �SQ STANDARD PLATE N0. CITY °% (/'�/{,- n 1� STANDARD PLATE N0. - ' � sE R= 2js 4 -Ie -Is s--u'-,� a� <y C' w,wwoFelA 314 a� 3_11_ 5 r wrwrswTA 400 .0 ": s-tr-Is RIwwlArrn 401 <� ' A-te-ts V f•SG mlWRrrTA 405 q GALVANIZED GRATE �OROURT OOTTOM TO SLOPE •� FCRM 1/2 PIPE SECTION OF - LARGEST DIAMETER PIPE •\Y` \ URCEST DWMETER PIPE FORM 1/2 PIPE SEOTIOH Oi— R—S_,N� TOWARD PIP, AS SHOWN BY ARROWS. __ e' LONG MAGES \ ,A FRAYC Q CASTING AIR C3 SCHEOULE I PIPE CED NCASE \.`-. \.�" ADJONCRUSTETE ING R:NOS PAVEMENT M, `GROAT BOTTOM 7D SLOPE TOWARD PPE AS SHOWN — CROUi 90ttOM TO SLOPE TOWARD PIPE AS SHOWN BY • .TOP yIEW. • DOT PLATE 4026A •'� SECTION A -A BT ARflOWS ARROWS SECTION A -A CASTING KEENAH 3067 OR /-EQUIVALENT WITH OL OR DR GRAIL MAXNAX 4 RINGS. NAX r. . ._. —CHIMNEY GROUT PER JOINT. :�_ HEIGHT CASTING NEENAH 3067 57' UNSER OF ADJUSiMEM MINIMUM 4" - .. MINIMI T OR EQUIVALENT WITH DL OR OR DMTC ADJUSTING RINO(51 CONCRETE FPAME PER ADJUSTING PINGS O PCR STD PULE 417 _� MAX 16" RNIfiS SNAII RE 11, Mi=;x; iD THE PER STD PLATE 1 4 (i TOP OF CURB TOP VIEW Mn/DOT PLATE N0. 4143 � � ...'. EXTENT POSSIBLE, I.C. L USE ($) 4' PINGS ' • . o +�' c CASTING NECNAN R-4312'1 OR EOIIIVAI.ENT S700L 1 INSTCAD Of (4) 2 LINE 1 1, COVER SUB TYPE ORATE .L COYER SLAB -' WAIL TO BE PRECAST ,� ft N05 7'17 4 un/007 4022 --- MA/DDI 4020 SECTION OR CONCRETE •{ SEWER BLOCK YA%IYUM DISTANCE FROM RIM TO IEPS AS PER RFf.AtT S[GNENTS AS FIRST STFP IS 24". ' NN/DOT STANOABD REQUIRED IN 1 FOOT PATE 4110 MULTIPLES J{\ i� RINGED ORATE-..�` �\ I NA%INUM DISTANCE STEPS AS PER g•' T FROM P.IY TO NV IOf STANDARD // FIRST STEP IS 21". PLI.iE 41 a0 �{51FY5 y I SEAL WITH Pk[CAST OPENINGS st� I.•` CRDUT AS PEQUIRE9 1 STEEL PUTL 6" NOTES: $ • D.C. PRECAST IGWFR SrepoR SEAL PIPE MINIMUM 36" MCH MAXIMUM WITH GROUT 48'1 HIEN Nn/DOT FUZE CH M DECTIOtI g 1r i� 59 J� 1/2' DIAMETER. ANCHOR I� ! BOLT. MINMUM 4' �� 6 � EMBEDMENT $ �i —WLALITH PIPE A WITH GROUT a GROUT INVERT A9 " •'�•'•'s l•' SHOWN ABOVE O' �� RECTAt1.GUyR 3'-6' % 4'-6' 1 � I. PRECAST CONCRETE OR BRICK CHIMNEY RINGS WY BE USED FOR ALL CATCH BASINS. P EXISTING STORM MANIOCS, AND ANY NEW MANHOLES OUTSIDE OF PAVED AREAS AND WITHIN CURB AND GUTTER. 7 P 40051 YIN. 6" PRF.GAST OR T F S 4B' „ ^�- ; ,:. •,'+ qI si SECTIONjjl,�jj-A NOTES, _ 2. STORM WAR80LES WITHIN PAVED AREAS SMALL USE HDPE 'PLASTIC" RINGS AND CONFORM TO 9TD PLATE 309 / INTEGRAL CONCRETE- • MANHOLE BASE • • • • _ • " 1 CE' 3. CONCRETE ENCASED ADJUSTING RINGS Mn/DCT PLATE 40264 Y/ I • a' -O"• ) PER NNDOT 4011. `„ SHALL $ j. 4 -0' „( �- $ 1. CONCRETE BASE SHALL BE B" POURED IN PUCE OR S" PRCCA57 CLAD.,$ , 4, SHINS USED FOR LEVELING SHALL BE METAL OR CONCRETE p ?6 5'_4,' -MANIIOLE INVERT B[ NOTES: SLOPCO TO PROVIDE 51100TH FLOW FORM INLET TO W1LET. STEEL REINFORCING i LIO7E5: �MAVHOLE INVERT SHALL BE SLOPE TO PROWDE SMODTH L 2. WIINOLE STEEL REINFORCING SHALL BE PER ASM C C47a. C $ SMALLMANHOLE SHALL BE PER ASTM C47a. (SEE SECTION A -A) STANDARD STORM MANHOLE — CATCH BASIN �- -, l Y A J o NAKHOLE STEEL REINFORCNIC FLOW FROM IKLCT TO OUTLEF sWLL DL rcfl ASTM G47e. ({ gg B° STANDARD STORM MANHOLE—YARD INLET 2' x 3' CATCH BASIN ae MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET v� PLATE STYLE GRATE FOR 48" DIA. OUTLET STRUCTURE "�� NO SCALE ve STORM MANHOLE ADJUSTMENT RINGS NO SCALE ' d NO SCALE 1 - NO SGLE od :a tro iyAl[ r,Trw QQ STANDARD PLATE NO. F'^ eltr lr DRQ STANDARD PLATE NO. - STANDARD PLATE No.�•pn R-1nn or STANDARD PLATE N0. elTr or �G STANDARD PLATE N0. RT tJ RE ,; NT s R- s 4-fF-1/ 1-ts-le vv NlwrrilTA 406 _ i2 cy 5 -"o -c7 J"' NIY NNA 407 i- E.JC- NrnrFKiA 408 = 1-lYla 4JG wINBIMA 410 a MIh15 wOrYi10IA 414 r FOR CITY APPROVAL W Z LU 5�a o Y LU O a°C> o LU C L/) L/) J_ Q LTJ rghl iHEET NUMBER: C701 DATE: 10/14/19 W_ H � m Z R� off. y o 0. U Q W a �• a 3 > 5 m �H o 3y 21 neo o TFZGCh G� '0Ei \`I � � N `V( C/) J W w SHEET NUMBER,, C702 DATE: 10/14/19 All IK AO Co. nnni nno nn Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance RRFRnIC HMPSf ALLOWED J CDCNSRLE RFIC AREASPOLYPROPYLENE PO'_YETIIIYLEIIE (CP) OR) I11CH POLYETHYLENE (HDPE) ONLY ALLOWED 111 GREEN AREAS. -- — ZION-WOV-N OINC SHALL BE FINE AGGREGATE EER01NO PERM BJ PIPE.. FILTER COVER L 9.13.2 314 0.1 OF SELECT GRANULAR MATERIAL PER MN001 31g9.B.2 0.1 FINISHED GROUND HIGH DENSITY POLYETHELENE FRAME WON FIBER-- AOJACEIIi BUIIKET MULCH PROPERTY WASE OF FRAME 6 3 \ \ CD TO EO DTOP / E,VO OF UPPER BIAHKEr� .-v'>v"v 1 TO OVERLAP BORON TIIT�INLET PI'E BEDDING ; . ; / 1 / N DOT 2573 MACHINE SUCED OR - PREASSCND:EO yvrw'�"- END Or ' J ` , NIH DUNIED IN 6' DEEP A! VERTICAL TRENCH ..- D MAVNCX �' i �'XPFiE (ttvJ. MIN 2 I/2' HARD SURFACE--, PARROAD �[ - n i'.... .,... -..: ..- _ ... ABOVP ROVED O CO DOP710N /ASAI PV OUNDE TOE VI W ...-. ., '.\\ ��\ / THE Gm ENGINEER. /// � 4j"�4 ice_ :i \% .1•: .� \.. '� a\ .�\ ..\� INSIDE DIAMETER ro[ Du uMw <av[B n ` ` •+ O4 4'-6" PIPE BCDOINO. DO D z ONSIDE DIAMETER NIR) 'r ' NOt COMPACT BY AIIY rz is I[ MEANS PRIOR TO PIPE 6'X6' GRIN rILL­XffF II• I / TYPICAL CONSTRUCTION SECUGNCE FOR SILT -SAVER FRAME # FILTER PLACEMENT. 16 li 10 x1 Ix Is =1 V"0100 FIBER BLANKET SHALL BE PLACED AND STAPLED N MW 6" MINIMUM Ix FCNCC ACCOROIIIO TO Mn/00T SPECIFlCATION 2S75.3K2 V/ITII I 1. EXCAVATE APPROXIMATELY A- TO 6- BELOW THE TOP OF sa Ix IA 6"ATAPROtI THC rOLLOWINO EXCEPTIONS. ADJACENT STRIP EDGES SHALL II OYER 110 A MINIMUM OF 6', THE INLET 51NUCIVNE. 6' POSTS MAX. 011 CENTER 1"-2' WASHED POCK 2. PLACE THE FRAME ONTO HNC INLET SIRUCNgE, CONSTRUCTION NOTES: ' E MINIMUM 2' PENETRATION PLASTIC OR STAKES STAPLES BLACEERor ENSURING PROPER SEA71HG OF FRAM[ 70 STRUCTURE. 1. Mh%IMVM NOMINAL PIPE DIAMETER IS AB' FCR STORM SEWER AHO CULVERTS. R REF. Nn DOT 7887 USED I MET ST SHALL BE USED IN PLACE OF METAL WIRE STAPLES. z ! 3. SLIDE THE FILTER OVER THE FRAME. 2. MAXIMUM EMBANKMENT PART CLE SIZE WITHIN 2 F(. OF PUSIIC PIPE IS 1'. .� ARE ACCEPTABLE PRODUCTS AND TERBiOWOOD COR USE FOR USE TO FASTEN WOOL FIBER BLANKET. S 4. FILL THE POCKETS WITH SOIL GRAVEL OR 3. PUSTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO 401 PERFOR4 �' a ROCK CONSTRUCTION ENTRANCE ULD EQUIVALENT, THE FILTER POCKETS SHOULD Oc COMPLETELY T,TI FILLED TO L43URE A GOOD SEAL BETWEEN TME GROUND B PI PC INSTALLATION. EMBEOMEH- COMPACTION, OR DEFLECnOM TESTING IN RAMMING WATER 8 e 110 SCALL - � MD INLET STRUCTURE. 4. BACKFILL SHALL BE COMPACT[] EVENLY AND SIMULTANEOUSLY IN 6" UFTS ON SILT FENCE g � 5. BACK FILL AROUND THE FRANC AIID FILTER ASSEMBLY IS y EACH SIDE OF THE PIPE UP TO 12' A110VE THE PIPE WHEN COMPACTED. 110 SCALE WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE + a NOT REOUTAED TO COMPLETE INSTALLATION; HOWEVER, 5. A PAS'_ING OF-FLECTK;11 TEST IS REQUIRED FOR ACCEPTANCE OF PIPE BALK FILLING MAY BE IILCLSSANY 10 CUMPLLIE E%LAVATION P.CWIREMCNTS FOR THE SITE. NO SGI F. 6. PROTECT ALL PIPE UNDER SHALLOW COVER FROM DAMAGE FROM HEAVYG LOADING DURNO CONSTRUCTION AND PER MHDOT 2501 A 2503. 4 i Z K PLASTIC PIPE COVER AND REDOING REQUIREMENTS FOR 9 n S ^ ; SILT—SAVER �p 1 x_-, & NO SCALE SMT -SAVER, IHc. STORM DRAINS AND CULVERTS ,¢ SCALE t• �• i;� WWA',SILTSAVER.COM rAM urr Ar • oP A mor "r 1 In Rr A or s -u -u p i STANDARD PLATE N0. .6 -B f pn F �JG ® STANDARD PLATE N0. 5D7 _ STANDARD PLATE N0. SU2 STANDARD PLATE N0.[ 505 -3 •F�p O Y 6D ''GG STANDARDPLATEN0. 415 a'• s -lo -o2 luxexssou� a; AVB+ rZ' CLEAR ZONE j -SNAKE RAO r O`B�� _> T� VARIABLE /- 5K PREFERRED SLOPE 'J.D" BIIUMINOLS U41 VARIES / I0.0' '�-2 CLEAR 20N[ DROP R1LET WITH GPATC 10 No yl 24` �- l � I x.3' 6 x 6 x I3/10 WWW / �.. _. _. ..� BX MAX. SLOPE �-T - TYPE FF (MONTH MONO FABRIC) .. ... A MAT` A 8TU U309 OR 7PPIES BAC FlILED WRH I.5' CIEAII SEWER ROCK' OR 6" SILT SOCK DEPTH OF CONCRETE SHALL BE OEIERNINEO BY ttPE DF CURB ALIO GUTTER CUSS S GRAVEL 4" THICK COIICRET[ APRON WE450309 PUCE 011 SPWSBI C SUBGRADE B CUSS 5 GRAVEL I Fes-- iD FI SECTION AA SECTION A -A (12' WIDE) I IJo SCALE TYPICAL SECTION - BIKE TRAIL STAKES PLACED BEHIND SILT �} SOCK TO PROVIDE ADDITIONAL 1 No 5CALC AN ADDITIDIIAL IS" Or GEOTEXTRE--\ SUPPORT AS NEEDED (DO NOT Ir ) I PENETRATE SILT SOCK FABRIC '+ ll I I Is wRAVPED AROUND THE WOOD 2"% 4' NIA STAPLED. \G 050TCXTILC SIZ[ SHALL DE Q �r— 3 R. TRANSITION- 10 fT. -CONCRETE APRON — -_ A A-111 ",'A nuln vni A�.-.I +u,l ru' ' D' MIN. GFEATCR 011 ALL sinES OF THE MLET COYER R OKI SLOPE YQ•f�s CROP CURfi__ •• PLACE GEOTC%TILE UNDER , INLET COVER. 1 G WOOD 2"X4" EXTEIIDED OF 157( '? ` \ 6 , A �l Y'' g g� �' I/'Y:.�', Q to fT. I� Wj1IH A a wrouu 2Ua ttas F cuss t oR 1 sOfo.,• sl sA s�se 0" BEYOND CRATE WIDTH/ R 011 BOTH SIDES. �''-� 2' TRENCH § 0.0." •� +� fL�y •cc A B 'AlR-To ••.s• ••s' -1 Ino i,o• s• _ l �/ .--F -Ar !r•1 ti •�NTEGPAL b 4 b • `p CAST �` IRON S� All i:o' l' ClALL GEOTEX TILE USED FOR INLET PRDTECTIOII SHALL BE C MONOfIUu[HT IN BOTH DIR[GTIONS, MEETING SPEC. 3886 '3 EXPANSION JOINT c k, TRUNCATED DOME \ PEDESTRIAN RAMP IRR -10 _ R ' s.o 1 is A.1 CONCRETE CURS ►SUBJECT 10 REVIEW BY QUALIFIED SOILS ENGINEER FOR MACHINE SLICED. WINCO'S AIAY BE USED IN PLA[[ OF ABOVE. R $ C BREAKS IN SILT SOCIO SIIALL OC LOCATED A MINIMUM or 10 rEET R D INSERTS 3 1'I. INANSINOH \�_ (r ALL DROP INLET PROTECTION SHALL BE REMOVED PR IOR TO WINTER FREEZE. 5 ; e FROM ANY SHARP BEND OR CHANGE 14 SOCK DIRECTION, (2) SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE ¢ AND GUREA 91 TYPICAL DROP CURB - BIKE TRAIL **MINIMUM ALLOWABLE DESIC1 THICKNESS *** ASPHALT BINDER GRADE = B DROP INLET PROTECTION [C, UPSLOPE SIDE IHFRONi. �3j SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE No SCALE NOTES: R VALVE Is A MEASURE or EMBANKMCIIT SDR RESISTAIICE STRENOTII AS DETERMINES BY THE no SCALE REMOVED. TYPICALROSE �i HVEEM STAMLOLJETER METHOD. �e $ {L5 SILT SOC Kk GUTTER NO EE R� NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL Ko acrlL - O.". �, BC IN THE FINAL Ufi. j Z' 4 rs • <Ur on STANDARD PLATE NO. N' ,;� 'E Arr o aP£� STANDARD PLATE NO. O•�••�<+"n STANDAR70PLATE N0. ' d, rtr ov STANDARD PLATE NO. �cnr STANDARD PLATE NO. ru Taos WnAir isoo- 507 i� "�" 508 MInMNaTA __ $� s-li-u 706 -- yk s -u -+B i V Q Z J s s FOR CITY APPROVAL Z W_ H � m Z R� off. y o 0. U Q W a �• a 3 > 5 m �H o 3y 21 neo o TFZGCh G� '0Ei \`I � � N `V( C/) J W w SHEET NUMBER,, C702 DATE: 10/14/19 All IK AO Co. nnni nno nn Call 48 Hours before digging: 811 or ca11811.com Common Grouno Alliance TIZ. O In 9 F&I t; �yWLL � C o'er Z W Z W .J 2 i �a LU Q w aWW p n. W o 0 T NUMBER: C703 FOR CITY APPROVAL (DATE: 10/14/19 I ,pA3• Q? BACK OF T ,L NRB '. I ! FACE O INTEGRAL CURB WITH ROUNDED / / y 6' HEIGHT MAX EDGES TO HOLD ADJACENT GRADC // t,'.'• AT RAMP AS REQUUIED / i �Q i 04X3'•0"03'-0'OC FOR WALK �1l�, � � CURB Y �1 1 •, • .: 3 f4x3'-0'OV-6'OCFOR ENTRANCEAREA /k4'y/ .. �, f y/� . 111\� FACE OF - — LANDINGSSMAX. CROSS SLOPE, BOTH DIRECTIONS FRONT FACE " yam• ,. FA'- 4' CONCRErE WALK WITH COMPACTION JOINTS EVERY Y AND CURB 'MIN. ' MIN.O S AVN. PFA g MIN• 5' MIN. PER S. MIN. / // �' ' -' OF CURB M LENGTH & LOCATION NOTED ON PLANS I EXPANSION JOINTS EVERY 300' OR A7 9D'INIERSECTIONS 6X6-6/6WELDED WIRE FABRIC SLOPE 3/.�-PER�� : • � ,'p• HNISIEGRADE PIAN VIEW OF DIAGONAL RAMP PIAN VIEW OF PERPENDICULAR RAMP•\�\T /A `!�+" p', • - •,A K MATCH ARCHITECTURAL PIAN ON D� 3'R n 4Q NRB FACE �1�IT_'"""— ORGUETER 4' \T�ALAAYL OA ]0TNR8 RAMPARFA TOBECONCAETE p ANDMEETLATESTADA L �!; •. a, VANE& REBAR W STOOP AREA TACK COAT 5'-I*MIN, 4RAMP 'MIN* 5%APPROACH \ e PEQUmFMFMS RAMP CROss SLOPE "' • . . i •• " . + .... a' '' .. - '+. '• • 1 S. CONCRETEWALK %.,•,-. �3 SEE PIAN I __ SLOPE MAX �����----- s :+++ / _ - A T -- �~• '; DAMP 833%� 'Ir• a.- ^ MAXIMUM. P1AN i RMIP SVRFACE TOBEMEDNM BROOIA ISOMETRICFINISK PERPENDICULARTO TRAWL PROVIDEA FLAT 4k4'LANDING BEHIND PATH X' 8' _ f y;•. MAX. SLOPE 1/2' PREFORMED CONCRETE WALK IOiNT NLLER MATERIAL SECTION A -A THE PEDESTRIAN RAMP, 2% MAX CROSS 3. ANYWRDMUPTHATOCCURSAT SLOPE THE FLOW LINE MAYNOT BE GREATER THAN 1/41NCH is ;P;�'.'i"=;, �:;�'' b '• BR. PAVEMENT 2%C0.0SS SLOPE 1 IMEGpAL CURB TO Y' 3', 4'GpANUTAR PERARCHITECNRAL PLANS AGO. BASE __LL.. •' a _ ,.. .. .. •. — "' ' -• ''' n "P'' III III—IIS I •• ' '+ - . 40 6' MAX SIDE FLARE 10% ROUNDALLSLOPED MAX SLOPE INTERSECTIONS 03 PAVEMENT HOLD ADJACENT I SIDEWALK I GROUND, AS REQUIPED 5%APPROAUL WIDTH SLOPE MAX I I O O O O O O O O O O O O O O --------- - �•- -• ,-.'t a f;E+Y •+ :�- Y .. .''"• .,.. °f s . .' -" ''' CUrb2we X Y CURBTO MEND TO BOTTOM OFAGGREGATEBASE 44 REBAR 6' 6' r. v C`v LANDING , SIDE FIN. 4RMIP SIDE FLARE (• 5' MIN. 4' MIN. 5' MIN. —�T 8612 12' 20' MIN. CONCRETE WALK 8618 18' 26' 6' 4'MNDOTSPEC3138CLSSS ELEVATION OF RAMP PARALLEL RAMP SECTION A -A INTEGRAL NRB TO 8624 29' 32' AGGREGATE BASE NOBS X PROYMEA REUMVELY MT MINAUMX4' 4LANDING BEHINDTHE PEDESTRIAN RAMP, 2% MAXIMUM CROSSSLOPE BOTH DIRECTIONS. I CURBRAANARFATOSECONOVEANOMEETIATMS AREO WEMENTS. RAMP CROSS SLOPE 2% MAXIMUM ///--- HOLD ADJACENT CONCRETE ROUNDALLSLOPEO GROUND, AS REQUIRED SURFACE INTERSECTIONS NOTES: EXPANSION )OINTSPAUNG IS 100' NOTES: BACK-TO-BACK PEDESTRWI RAMPS SHALL HAVEMUaMUM4B• LANDING BETWEEN, OR PROVIDEAT-GRADE CROSSING S.SIDE FLARES TO BE CONCREMAND IMPLEMENTED WHERE ADIACENT70 PAWD AREAS. FLARED _ _ — _ _ _ _ —� 2. MIN.3-CLSUNDERC.&G. 3. CURB SHALL BE PER MnDOTSPEG 2531 1. SEEARCHRECTURAL PLANS FORWALX SCORING AND JOINT LAYOUT. 2. WALK SHALL BE PER M00T SPEC 2521 MIX NO. WITHA28-DAY DESIGN STRENGTH OF 3900 -PSL NOTES: L SEE ARCHITECTURAL PLANS FORWALK SCORING ANDIOINT LAYOUT. SLOPETOBE70%MAXDAVM. EXISTING NRB RAMPALTEMTIONS, WITH NO LANDING SHALL BES.33%M,WMUM PROVIDE 10%MAXIMIIAISLOPE UNIZSS NOTED OTNERVASE y LDIIS 2 WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WfIHA28-DAV DESIGN SIREN 4 ANY WRTIMUPIHATOCCURS ATTHE FLOWDNEMAYNOTBEGREATEATHANIAINCH 6, MIN— — NG —6MILP-L S. PAM P AND FIAREDSIDESURFACE708EMEMMISROOM FIMSKPWENDINUR70TRAVELPAM G WALKSHALLBEPMMnDO EC2523MIXNO.032WITHA2$-DAYDEUGNSTRENGMOF3900-PSL ELEVATION Westwood B6 STYLE CURB AND GUTTER ons/°P W4TRWOOd INTEGRAL CURB AND WALK FlsnT Westwood PRIVATE CONCRETE SIDEWALK 0— WBAWOOd PRIVATE PEDESTRIAN CURB RAMP A-mMSI, W�wood PRIVATE PARALLEL PEDESTRIAN uoinim� SI106 SI01 SI05 SLOB SI09 CURB RAMP HANDICAP PARKING SPACE WITH HANDICAP PARKING r --I PAINTED INTERNATIONAL SYMBOLOF SIGNS, 12X18, OR PER 8' IT B' ACCESSIBRI%1 CONTRASTING LOCALCODE MW. MIN. ALAN. SQUARE BACKGNOUND, CENTERED TOWARD DRIVE LE. 5 CAP REQUIRED 2'GALVANIZED 111 I STEEL p1PE, L II NO HANDICAP SIGN PARKING �� CENTER ED AT HEAD OF PARKING SPACE ON CENTERSTRIPE VEHICLE 10 ACCESS d 1 9 ROUND, SET IN CONCRETE BEDVIPEG AISLE HANDICAP PARKING [CESS 5 2'MnDOTT'PESPWEA390E WEARING COURSE PAINTED I2' UP PAINTED ILA TOPM MNDOTSPEC. 2357 BITUMINOUS TACK COAT 6' CONCRETE PAVEMENT W/B4 PEBARAT I6.O.C. FAOf WAY FOR ION HIGHNG'CENEREONO FOR VIOLATION HIGH PAVEMENT 2' MnDOTTYPE SPNWB330E BASE COURSE MPACTDSANDSPEC 31ISUBGRS5 7'•0' BOTTOM OF THE PARKING' CENTERED TOWARD DRIVE AISLE HANDICAP VAN �� VAN B' Mn00T SPEC. 3139 CUSS 5 COMPACTED SAND SUBGRADE 000% STANDARD PROCTOR) C COMPARED SAND SUBGMDE (100% STANDARD PROCTOR) CONCRETE DRWEWAY PAVEMENT IIIFAW DUTY) �LOWESTSTGNTO BE MOUNTED ACCESSIBLE SIGN,1IBLEPARKIPE 1 1 t:{% 2'-D' 6D'-66'FROM LOCALCODE6,ORPEA NOTE LOCALCODF, AS E L BITUMINOUS PAVEMENT IHEAW DUM MW. PARKINGGMDE MOWING EDGE 3.-0• PAVEMENT4'WIDE T I I; - '.F�';(. SEE PIAN FORPARKING UVOIR HANDICAP SIGN APPLICABLE PAINTED STRIPING NOTE AT45 DEGREESANDATY BOTTOM OF SIGNS TO BE MOUNTED O.C. AT ACCESS AISLE 60'-66' FROM PARKING GRADF, SEE SIGN POSTINSTALLATION DETAIL aoeaoe I 1 2 F 1 3 4 1S'M0OTTYPESPWFA340EWEARING COURSE i.\ ; 2'-0' Nis USMG MIN. .� L` '(•T �. 3'-b' MIN. FROST ,�••,'•�. 3'-0' +Ili ''•I.: III. CONCRETE ;I,;, I; DEPTH IF GREATER FOOTING CONCRETE CURB S, �• I�TM' FACE OF CURB SO'DIAMETERCFNTER SIDEWALK o SYMBOL W PARKING STALL ALL LINES To BE S'AVIDE __ MNDOT SPEC 2357 BITUMINOUS TACK COAT r MnDOTTYPE SPNW8330E BASE COURSE 6'MnDOT SPEC. CLASS COMPACTEDSAND SUBGRADE(100% STANDARD PROCTOR) 5' CONCNEfE PAVEMENTW/i4 REBAR AT i6'O.0 EACH WAY 4' M00T SPEC 3138 CLASS S COMPARED SAND SUBGRADE(100% STANDARD PROCTOR) CONCRETE DRIVEWAY PAVEMENT RIGHT DUTY) GUTTER BITUMINOUS PAVEMENT (STANDARD DUTY9 -12' - NOTES: SIANINSTAL HANDICAP SIGN NOTE: CENTERED AT HEAD OF h 1. 4' DIAMETER SID. STL PIPE CONCREIE FILLED 0 DRIVE-THRU ONLY, 6'4P ALL OTHER LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4' WELDED ARTO EA IN LI1NDSGPEAREA HANSTALLETALLPAKING STRIPING SPACE, 2'MIFACEO B' (o` CLOSURE PLATE PAWTEXPOSED TO RECEIVE INSTALLED IN PARKING LOT LOT NOTE: UNLESSMATCH PARIONG,UNLF55 MAX FROM FACE OF 6 PER LOGLGODE CURB POLYETHYLENE COVER 24'DIAATHOTTOM.ERE 3. 24'DIAMEFFR UNDATION.US SONOTYBE FORMS BOT FORM. 3. SIGN TO BE 2 -SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER HANDICAP PARKING WELDEETEFOUND 18* DIAMETER HOOFS.18'DIAMETER TOP.BOTTOM AND CENTER 3. SOLIDIUNDIST UNDISTURBED 4. SDUO UND15TUReED SOIL 2. PARKING GRADEIS DEFINED AS EITHER FLOW UNE OF CURB OR PAVEMENTSURFACE ATTHEHEADOFTHESTALL HANDICAPSYMBOL 5. PROVIDE PITCH, SMOOTH CONCRETE FINISH. PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. WYBEErood SIGN POST INSTALLATION a4siLBar Westwood HANDICAP ACCESSIBLE SIGNAGE AND STRIPING LAO �L RT WBdwond BOLLARD S 0y A' WtlEBBOod PAVEMENT SECTIONS °n°n'o WBBLwood PAVEMENT SECTIONS on<nsP n= S119R 5114 SUS SI18 S119A MIN.20UYARDS GRATE AND FASTENERS RIPRAP CLASS PERCEIYOFOTSEGO STANDARD PLATE NO, 407 B6 STYLE CURB / sEEOErAnswt A . A A A 9 PLAN PLAN PER.SPECTTVE NO SCALE 9' OUTLET PDE ' Ij'----y BFAVERTAR 4 8• 3' SECTION A -A 1.-..{�- 5• HO SCALE ELEVATION SECTION A -A SEE PUNS FOR INVERTS AND ELEVATIONS SKIMMER INVERT IS 3' BELOW OUTLOT PIPE ELEVATION. IASTRMFLR 04 m, 1AIBBtwoD11 BEAVERTAIL CURBWBNwood POND OUTLET SKIMMER 5131 ST09 TIZ. O In 9 F&I t; �yWLL � C o'er Z W Z W .J 2 i �a LU Q w aWW p n. W o 0 T NUMBER: C703 FOR CITY APPROVAL (DATE: 10/14/19