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ITEM 4.1 Hansen Heights- Revised Prelim PlatTY O OtSegF o MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 22 July 2019 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty City Engineer Wagner 4.1—Hansen Heights Revised Preliminary Plat STRATEGIC VISION MEETS: I THE CITY OF OTSEGO: way; a Zoning Map amendment; and PUD-CUP/Preliminary Plat. Is a strong organization that is committed to leading the community through innovative communication. IS A PUBLIC HEARING REQUIRED? Has proactively expanded infrastructure to responsibly provide core services. Held by Planning Commission 15 July 2019 Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. ]( Is a social community with diverse housing, service options, and employment opportunities. Street and 70th Street (CSAH 38). The developer has an agreement to incorporate an additional 5.00 acres Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of a vacation of existing drainage and utility easements and street right-of- way; a Zoning Map amendment; and PUD-CUP/Preliminary Plat. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No. Held by Planning Commission 15 July 2019 BACKG ROUN D/J USTI FI CATION: VHF Investments, LLC received preliminary plat approval from the City Council on 22 April 2019 for a proposed development of 117 single family lots on 87.09 acres located east of Odean Avenue between 75th Street and 70th Street (CSAH 38). The developer has an agreement to incorporate an additional 5.00 acres located at 7330 Odean Avenue owned by Daniel and Susan Oelke into the development that will provide an increase of 6 lots from the approved preliminary plat for a total of 123 lots. The proposed incorporation of the additional parcel as part of the development requires consideration of applications for a Zoning Map amendment, PUD -CUP, revised preliminary plat, as well as vacation of existing drainage and utility easements and public right-of-way. A public hearing to consider the applications by the Planning Commission at their meeting that was held on 15 July 2019. The property owner spoke during the public hearing regarding issues between them and the developer regarding the purchase agreement. These have been resolved and the developer has standing to proceed with the preliminary plat in accordance with Section 10-5-2.A.3 of the Subdivision Ordinance. There were no other public comments. The Planning Commission commented that the revisions to the preliminary plat with the addition of the 5.00 acre parcel greatly improved the overall subdivision design. The public hearing was closed and the Planning Commission voted 5-0 to recommend approval. SUPPORTING DOCUMENTS ATTACHED: I ■ Planning Report dated 10 July 2019 ■ Engineering Review dated June 20, 2019 ■ Resolution 2019-39 vacating existing drainage and utility easements and public right-of-way. ■ Ordinance 2019-15 amending the Zoning Map ■ Findings of Fact and Decision (Zoning Map) ■ Findings of Fact and Decision (PUD-CUP/Preliminary Plat) POSSIBLE MOTION I PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: I Motion to adopt Resolution 2019-39 vacating existing drainage and utility easements and public right-of- way; adopt Ordinance 2019-15 amending the Zoning Map; and approve a PUD -CUP and revised preliminary plat of Hansen Heights subject to the stipulations listed in the findings of fact and decision as presented. BUDGET INFORMATION FUNDING: BUDGETED: NA TPC The Planning Company PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP RE: Otsego — Hansen Heights; Revised Preliminary Plat/PUD-CUP REPORT DATE: 10 July 2019 ACTION DATE: 10 August 2019 TPC FILE: 101.02 BACKGROUND VHF Investments, LLC received preliminary plat approval from the City Council on 22 April 2019 for a proposed development of 117 single family lots on 87.09 acres located east of Odean Avenue between 75th Street and 70th Street (CSAH 38). The developer has an agreement to incorporate an additional 5.00 acres located at 7330 Odean Avenue owned by Daniel and Susan Oelke into the development that will provide an increase of 6 lots from the approved preliminary plat for a total of 123 lots. The proposed incorporation of the additional parcel as part of the development requires consideration of applications for a Zoning Map amendment, PUD -CUP, revised preliminary plat, as well as vacation of existing drainage and utility easements and public right-of-way. A public hearing to consider the applications has been noticed for the Planning Commission meeting to be held on 15 July 2019. Exhibits: • Site Location Map • Hansen Heights development plans dated 06/06/19 (36 sheets) • Landscape Plan dated 03/26/19 (7 sheets) ANALYSIS Subdivision Design. The revised preliminary plat incorporates the 5.00 acre parcel with changes to the central portion of the development. The number of lots within the revised preliminary plat is increased by 6 from 117 lots to 123 lots (including 2 existing dwellings that will remain). The alignment of Odell Avenue is changed to provide for a three-way intersection at 73rd Street that will serve to reduce speeds for north -south traffic. The intersection of 73rd Street with Ohland Avenue has also been revised to introduce a longer curved section and improved alignment of the streets at the intersection. Lastly, 74th Street between Odean Avenue and Odell Avenue has been shifted slightly south to allow for deeper lots on both sides of the street. The changes to the street layout improve the overall quality of the subdivision design. Zoning. The property to be included within the revised Hansen Heights preliminary plat is zoned A-2, Agriculture Long Range Urban Service District consistent with the polices of the 2012 Comprehensive Plan guiding that rural land uses be maintained as interim until a property is rezoned to allow for development planned by the Future Land Use Plan. The proposed development requires consideration of a Zoning Map amendment rezoning the subject site to R-4, Residential Urban Single Family District, which allows single family dwellings as a permitted use. A PUD -CUP is also being processed with the preliminary plat to allow for a modification of certain lot requirements. Consideration of the Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the following criteria established by the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The 2012 Otsego Comprehensive Plan includes the subject site within the East Sewer District and guides the area for low density residential uses at 3.0 dwelling units per acre or less. The gross density of the proposed 123 single family lots is 1.33 dwelling units per acre and net density is 2.33 dwelling units per acre. The proposed subdivision of single family lots served by sanitary sewer and water utilities is consistent with the 2012 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The property to be incorporated as part of the preliminary plat is surrounded by the approved preliminary plat on three sides. The overall preliminary plat of Hanson Heights is surrounded by the following existing and/or planned land uses shown in the table below. Direction Land Use Plan Zoning Map Existing Land Use North LD Residential R-4 District Single family homes (Crimson Ponds West) R-5 District Single family villa homes (Crimson Ponds West) East LD Residential R-5 District Lefebvre Creek Greenway (Boulder Creek) A-1 District Rural single family homes South LD Residential R-3 District Single family homes (LIN -BAR Estates) West LD Residential A-1 District Rural single family homes Undeveloped R-3 District Rural single family lots (LIN -BAR Estates) 0 The proposed single family lots within the revised Hansen Heights preliminary plat are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The revised preliminary plat provides for transitional lots with greater width and area as required by the Zoning Ordinance as a transition to the R-3 District lots within LIN -BAR Estates. The proposed development will be compatible with the existing and planned land uses in the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed preliminary plat will comply with all applicable development regulations except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via 75th Street and Odeon Avenue. Intra - neighborhood street connections to LIN -BAR Estates also provide access to 70th Street (CSAH 38). The 2012 Transportation Plan designates 75th Street and Odeon Avenue as residential collector streets, whereas 70th Street (CSAH 38) is designated as a minor arterial roadway serving regional transportation needs. These roadways have adequate capacity to accommodate the traffic that will be generated by the homes within the preliminary plat. 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 provision of services in support of urban development as guided by the Future Land Use Plan; the proposed preliminary plat can be accommodated by existing City services. Access. The preliminary plat is accessed from Odean Avenue and 75th Street, which are designated by the 2012 Comprehensive Plan as residential collector streets. Section 10-8-5.13.4 of the Subdivision Ordinance requires that access collector streets be spaced at least 500 feet apart. The access to Odean Avenue is 735 feet south of 75th Street. The access to 75th Street is aligned with Odell Avenue to the north within Crimson Ponds West 500 feet east of Odean Avenue. The location of the accesses to 75th Street and Odean Avenue comply with the requirements of the Subdivision Ordinance. The proposed preliminary plat is also accessed by extension of streets from temporary dead - ends within LIN -BAR Estates at Odell Avenue and 71St Street. These connections to existing local streets provide for access to Odean Avenue and 70th Street (CSAH 38). Wright County has begun reconstruction of 70th Street (CSAH 38) between Odean Avenue and Quaday Avenue. 3 The existing intersection at Ogren Avenue and 70th Street (CSAH 38) will be improved with a right turn lane for west bound traffic as part of the Wright County project. Based on Wright County spacing guidelines, the access to 70th Street (CSAH 38) at Ogren Avenue will likely be restricted to right-in/right-out only at such time in the future as traffic volumes on CSAH 38 dictate expansion to a 4 lane divided roadway. The preliminary plat also provides for street extension through the 2 rural parcels to the east of the subject site to the north of 70th Street (CSAH 38). These street connections will provide for future access to 70th Street (CSAH 38) at the intersection within Boulder Creek. This intersection is planned to be a full access intersection with Packard Avenue south of 70th Street (CSAH 38) to be realigned to this location at such time as the land south of the roadway develops. The multiple access points available to the proposed preliminary plat to adjacent collector and arterial streets will allow for disbursement of traffic generated within the neighborhood, provide connections between neighborhoods, and insure emergency vehicle access. Lot 5, Block 1 (Phase 3) is the remainder of the 5.00 acre parcel incorporated within the revised preliminary plat that includes the existing single family dwelling. The existing single family dwelling is to remain and will maintain the existing driveway accessing to Odean Avenue. The revised preliminary plat indicates the potential to subdivide Lot 5, Block 1 (Phase 3) into 4 single family lots. The two potential west lots do not have access to an interior local street and would require access to Odean Avenue. Approval of the revised preliminary plat will include a condition that future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway to Odean Avenue to access not more than 2 lots. All other lots (specifically the two easterly lots) would be required to access Odell Avenue. The preliminary plat also provides for future street connections to the exception parcel at the northwest corner of the plat to allow for future resubdivision. The preliminary plat does not extend a public right-of-way through Block 1 to the 2 lots at the southwest corner of the development. These lots are each approximately 1 acre in area. The dimensions of these lots limit the ability to extend a City street with a cul-de-sac turnaround for access that would allow for potential resubdivision. Also, neither parcel could be further subdivided without assembling both lots and removing the existing principal and accessory buildings. Right -of -Way. The preliminary plat provides for dedication of right-of-way for the south half of 75th Street and east half of Odean Avenue abutting the subject site for 80 feet of right-of-way for these existing streets. Local streets interior to the preliminary plat are provided with a 60 foot right-of-way. The proposed rights-of-way for City streets is consistent with the requirements of Section 10-8-5.B.1 of the Subdivision Ordinance. The preliminary plat provides 75 feet of right-of-way for the north half of 70th Street (CSAH 38), which is subject to review and approval of Wright County. 21 Right-of-way was dedicated with the plat of Hidden Haven to the east of PID 118-180-000010, which is a parcel within the preliminary plat. The existing right-of-way is to be vacated as part of the current application as it serves no public purpose based on the proposed subdivision design. Streets. The proposed lots are to be accessed by local public streets. The proposed local streets are to be 28 feet wide with concrete curb and gutter within a 60 foot wide right-of-way. A 5 foot concrete sidewalk is provided on 1 side of all streets. Street names will be established at the time of final plat approval in accordance with Section 10-8-10.B.13 of the Subdivision Ordinance and the Wright County grid system. All street designs and construction plans are subject to review and approval by the City Engineer. Lot Requirements. The R-4 District establishes the minimum lot requirements shown in the table below. The lots abutting existing 1 acre lots zoned R-3 District within LIN -BAR Estates are subject to the lot requirements of the R -4A District in accordance with Section 11-66-8 of the Zoning Ordinance. The R-4 District lots all exceed the minimum lot area, width and depth requirements of the Zoning Ordinance. The proposed R-4 District lots north of 72nd Lane and east of Ohland Avenue and the R -4A District lots abutting LIN -BAR Estates meet the minimum area width, and depth requirements, but not the minimum depth requirement. These lots are proposed to be a minimum of 135 feet deep, which is to be accommodated through approval of a PUD -CUP. The subdivision design for these lots are consistent with the intent of the transitional lot requirements to minimize the number of urban lots abutting the existing 1 acre lots to the south. Landscaping. Section 11-19-2.13.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot or a total of 232 trees for the proposed preliminary plat (not including the lot platted with the existing house). The developer has submitted a landscape plan that illustrates trees along the street boulevards with a note that 1 tree will be installed by the builder for each lot. The City allows trees to be planted in the boulevard in R-5 or R-6 Districts where the 25 foot front yard setback limits area in the front yard for a shade tree. The 35 foot setback within the R-4 District is sufficient for a tree to be located within the front yard 5 Lot Lot Lot Setbacks Area Width Depth Front SideReTOdean 5th St. Wetland Ave. 0th St. Lots except Interior 12,000sf. 75ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 100ft. in row below L1, 61(3) Interior 18,000sf. 100ft. 150ft. 1-1-10, B5(3) Corner 130ft. 1-1-4, 64(4) L3-6, B5(4) The R-4 District lots all exceed the minimum lot area, width and depth requirements of the Zoning Ordinance. The proposed R-4 District lots north of 72nd Lane and east of Ohland Avenue and the R -4A District lots abutting LIN -BAR Estates meet the minimum area width, and depth requirements, but not the minimum depth requirement. These lots are proposed to be a minimum of 135 feet deep, which is to be accommodated through approval of a PUD -CUP. The subdivision design for these lots are consistent with the intent of the transitional lot requirements to minimize the number of urban lots abutting the existing 1 acre lots to the south. Landscaping. Section 11-19-2.13.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot or a total of 232 trees for the proposed preliminary plat (not including the lot platted with the existing house). The developer has submitted a landscape plan that illustrates trees along the street boulevards with a note that 1 tree will be installed by the builder for each lot. The City allows trees to be planted in the boulevard in R-5 or R-6 Districts where the 25 foot front yard setback limits area in the front yard for a shade tree. The 35 foot setback within the R-4 District is sufficient for a tree to be located within the front yard 5 outside of the public right-of-way. The landscape plan is to be revised to indicate that the builder will install 2 trees per lot at the time of construction within the yard of each lot. A landscape buffer yard is required to be provided within the yards abutting 75th Street, Odean Avenue, and 70th Street (CSAH 38) in accordance with Section 11-19-3.13 of the Zoning Ordinance. The landscape plan provides for installation of the required buffer yard with a mix of evergreen and deciduous trees. The types of proposed trees are appropriate and the sizes of trees to be planted in accordance with the landscape plan complies with Section 11-19-2.B.3 of the Zoning Ordinance. Park and Trail Dedication. The Future Parks and Trails System Plan included in the 2012 Comprehensive Plan does not identify acquisition of park land from the subject site. The City has developed the Lefebvre Creek Greenway from 75th Street east through the Boulder Creek development to Palmgren Avenue. The developer will dedicate Outlot A (Phase 1) to the City that includes Lefebvre Creek and wetlands below the ridgeline along the east portion of the development. Deeding this parcel will not be credited for park and trail dedication purposes and these requirements for the preliminary plat are to be satisfied by payment of a cash fee in lieu of land calculated on a per lot basis at the time of final plat approval. The City will utilize Park Dedication funds to construct a trail from Ohland Avenue through Outlot A (Phase 1) to the Lefebvre Creek Greenway providing park access to the proposed development, as well as LIN -BAR Estates. Grading Plan. The developer has submitted grading and drainage plans for the proposed preliminary plat. There are wetlands Outlot A (Phase 1) which will be preserved by dedication of the outlot to the City. Outlot A (Phase 1) and the Outlot A (Phase 2) are to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. All grading, drainage, erosion control issues, and any wetland impacts are subject to review and approval by the City Engineer. Utility Plan. The developer has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed lots. The developer will be required to pay the Sewer and Water Availability Charges in effect at the time of final plat approval. All utility plans are subject to review and approval of the City Engineer. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all lots and over stormwater facilities as required by Section 10-8-12.A of the Subdivision Ordinance. Existing drainage and utility easements dedicated with the Hidden Haven plat no longer serve a public purpose and will be vacated. All drainage and utility easements are subject to review and approval of the City Engineer. Environmental Review. Minnesota Rules 4410.4300, Subd. 36.A requires that an Environmental Assessment Worksheet (EAW) be prepared for any land use conversion involving 80 acres or more. Although the gross area of the subject site is 92.40 acres, only 69.3 acres will be converted to urban use by development of the preliminary plat. An EAW is not required for the proposed preliminary plat. Phasing Plan. The developer has submitted a proposed plan for phasing development of the subject site summarized in the table below and the attached plan set. Each phase will require approval of a final plat with the timing of each phase determined by market conditions. The City guarantees access to sewer and water capacity only for developments that have received final plat approval and executed development agreements to pay for these utilities. Phase # of Lots 1 27 2 33 3 38 4 25 RECOMMENDATION The revised preliminary plat for Hansen Heights is consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions outlined below. POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-2 District to R-4 District based on a finding that the request is consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. B. Motion to deny the application based on a finding that the request is not consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. C. Motion to table. Decision 2 — Vacation/PUD-CUP/Preliminary Plat A. Motion to recommend City Council approval of a vacation of existing drainage and utility easements and a revised preliminary plat/PUD-CUP for Hansen Heights, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 7 2. Lots within the preliminary plat shall be subject to the following requirements: 3. Future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway meeting the requirements of Section 11-21-7 of the Zoning Ordinance to Odean Avenue to access not more than 2 lots. 4. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 5. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 6. Outlot A (Phase 1) and Outlot A (Phase 2) shall to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. 7. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 8. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 9. All utility issues shall be subject to review and approval of the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual. Lot Lot Lot Setbacks Area Width DepthFront Side Rear 75th St. Wetland Odean Ave. 70th St. Lots except Interior 12,000sf. 75ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 100ft. in row below L1, 131(3) Interior 18,000sf. 100ft. 135ft. L1-10, 65(3) Corner 130ft. 1-1-4, B4(4) 1-3-6, B5(4) 3. Future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway meeting the requirements of Section 11-21-7 of the Zoning Ordinance to Odean Avenue to access not more than 2 lots. 4. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 5. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 6. Outlot A (Phase 1) and Outlot A (Phase 2) shall to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. 7. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 8. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 9. All utility issues shall be subject to review and approval of the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Henry Hansen, VHF Investments, LLC Scott Dahlke, Civil Engineering Site Design 0 a o o IEx, sill . _ •�- � _� � �- 'hyo• M W 1 ( : .. it :.) 1 rrvv �q�1 `•. to kA 0 A frrrr > _ /VU►L('(Q CCLLLUU�_LI r. F 1 � 1i � D�I • \�1�1�,�. / ,1111'111111 1LlllL1'%' In Oelke Parcel ro"111.116-_ +i a 1. y . R� ��Ls 4 111,850;033330.0' 60THISiTr.NE __sem k 1 dRMna-1 nn MINNESOTA I HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT OiSEGO, MN F cj\ G ELL WRIGHT COUNTY PROJECT LOCATION 8114 IuKi OTSEGO, MND jo 3 g � a R`q INDEX OF CIVIL SITE DRAWINGS: nLE NO. 00715 CO PROJECT LOCATION PIAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PIAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS CO C3.1 -C3.7 SANITARY AND WATER UPLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS WNS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS P/o'ect Location Plan CUENr, VHF INVESTMENTS, LLC .Ld-EN. PLYNOgiN, NENnY HANSEN liahi" mi. U W a W a � Wf Lu Lu o O O ri-I�iil PROJECT LOCATION 8114 IuKi OTSEGO, MND jo 3 g � a R`q INDEX OF CIVIL SITE DRAWINGS: nLE NO. 00715 CO PROJECT LOCATION PIAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PIAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS CO C3.1 -C3.7 SANITARY AND WATER UPLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS WNS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS P/o'ect Location Plan I t r l a ICa J. 1�a I 1 CRAPNM $GCE IN FEEL PROJECT LOCATION I 1 . PART OF SE{ OF SECTION 28, TOWNSHIP P 121, RANGE 23, • ,.t I AND PART OF SWI OF SECTION 27, - TOWNSHIP 121, RANGE 23, t WRIGHT COUNIY, MINNESOTA, A AA GROSS AREA 92.40 ACRES J PROPOSED LOTS EXISTING HOME LOTS - 2 NEW HOME LOTS - _ TOTAL PROPOSED LOTS-- 123 LOTS I7 PHASE 1 27 LOTS I '1:. PHASE 2 . 33 LOTS+ PHASE 3 . 38 LOTS4 L _ c _: ,�' ` , PHASE 4 25 LOTS •EXISTING HOME LOT: L7, 86, 2ND ADDN .0 I 1 -EXISTING HOME LOT: L5, Bt, 3RD ADON INDEX OF CIVIL SITE DRAWINGS: CO 1 JI C7.0 OVERALL LAYOUT AND PHASING PLAN l C1,1—C7.7 PRELIMINARY PLAT C2.1—C2.1 GRADING AND DRAINAGE PLANS —' ..1—C3.7 — C4.1-24.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS C5.1—05.2 STREET PROFILE PUNS — 72nd 5tmet.. it - VA -07.3 DETAILS I I t 1 I L I I ) I I I I I I I I I ryFn - � I 1 I _CO_UNlY . 0A0_36_(70th,5bwc0-- — —I.. I t r l a ICa J. 1�a I 1 CRAPNM $GCE IN FEEL PROJECT LOCATION I 1 . PART OF SE{ OF SECTION 28, TOWNSHIP P 121, RANGE 23, • ,.t I AND PART OF SWI OF SECTION 27, - TOWNSHIP 121, RANGE 23, t WRIGHT COUNIY, MINNESOTA, A AA GROSS AREA 92.40 ACRES J PROPOSED LOTS EXISTING HOME LOTS - 2 NEW HOME LOTS - _ TOTAL PROPOSED LOTS-- 123 LOTS I7 PHASE 1 27 LOTS I '1:. PHASE 2 . 33 LOTS+ PHASE 3 . 38 LOTS4 L _ c _: ,�' ` , PHASE 4 25 LOTS •EXISTING HOME LOT: L7, 86, 2ND ADDN .0 I 1 -EXISTING HOME LOT: L5, Bt, 3RD ADON CUENT: — VHF INVESTMENTS, LLC Neof Aard.VVCNVl N. PLYMOVTH,MN eeNe N[NPY HANalN POJ xa Isw 0/ 0 a Q 3: -' < o Z Ua. oa W c 1a a (A i QS C 0 Q z a it g �c FILE NO. 00715 C1.0 )verall Layout and Phasing Plan INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PWJ JI C7.0 OVERALL LAYOUT AND PHASING PLAN l C1,1—C7.7 PRELIMINARY PLAT C2.1—C2.1 GRADING AND DRAINAGE PLANS —' ..1—C3.7 — C4.1-24.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS C5.1—05.2 STREET PROFILE PUNS — C6 STORM WATER POLLUTION PREY. PLAN VA -07.3 DETAILS CUENT: — VHF INVESTMENTS, LLC Neof Aard.VVCNVl N. PLYMOVTH,MN eeNe N[NPY HANalN POJ xa Isw 0/ 0 a Q 3: -' < o Z Ua. oa W c 1a a (A i QS C 0 Q z a it g �c FILE NO. 00715 C1.0 )verall Layout and Phasing Plan E%I-500- P.I.D. US 118 -SBD -204-401 iu I •1 LI. BI n I I i � PROPOSED TOTS E1tW HG HOME LOTS - 2 118 -IBD -M -010 118-500-284-204 NEW HOME LOTS - 121 TOTAL PROPOSED LOTS - iLl 1.015 1,a -60o -294 -zoo 119 -Soo -27] -zoo PHASE t - 27 LOTS 119-500-284-201 PHASE 2 -33 LOIS- PHASE 3 . 3a Lon. la AAND A-2 PHASE 4 - 25 LOTS AGGRR ICULTURAL PROPOSED ZONING :DUSTING•STING HOE LOT: Lt. Be. 2ND ADDN 'EXISTING HOME LOT: l3, et. 3RD MOON RMIOENML 511401E FAMILY PROJECT OENSItt A2 B1 4- LI -LL BI CROSSDO_ GENS/" 1.33 LOTS/AC itL,, Ivl Lf-Lil, B] .Ih LS, B9 BS B2o /Cs 4oj ,Rm3 M4) 2nd Lt -L5, Bt RJA NET DENSITY:2J] LOTS/AC 21d L1 -L6, B2 22W Lt -1.1 t, 83 3M Lt -L10. 86 (TOELL ImS / ITR MG) fxa Aw -moss AAG 11 AND -.4)2nd LI -L5, B4 4th LI -L6, IN 2ntl U -LA, B5 4th L1-1.8, 85 2nd 1.1 -IS BB (.n /,>.>o) MINIMUM LOT REQUIREMENTS 3M 42 -Ly BI R-4 LOT MINIMUMS: 3rd L1 -Le, 82 3M LI -1.11, W LOT AREA 12..00 SF LOT WIDTH -INTERIOR 75 FEET 3rd LI -L3, B4 3M LI.125 LOT WIDTH -CORNER 1110 FEET LOT DEPTH IIID FEET GROSS AREA MAK WILDING COVERAGE 30% 91.40 ACRES R -4A WT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W IENGTN - 8,920 R LOT WIOTH-INTERIOR 100 FEET LOT WIDTH -CORNER 130 FEET LOT DEPTH 150 FEET AREA - 11.92 AC (INCWDES 757H ST.- .."AN AVE., AND 70M STJ WBUILpING COVEPAGE ]OS • ADIUSMEW TO 115 FELT DEPTH OPEN SPACE 26.79 ACRES (OUTLOTS A AND B) REOUESIED DUE TO DI PARCEL UMITED DIMENSION WIDTH I I 27.01 SF WETUND DELINEATION LEGEND PAGE LAYOUT: INFORIMT1014 PROVIDED BY: AG WETLAND SERVICES, INC. ..�. E.1.11w T- Un. 01.1 01.2 KIMBA4 ABN 55]53 vl,asx EWztln9 WAtbnd B,..d,ry FRONT YARD ]S R 81 SIDE 0ENTEIRMI NAL 3510 R R EW,t1A9 R/W Uns C1.3 01.4 Ip. R REAR YARD 00 R --.--..-- -- EW,tln9 EA+Am,nl ARTERIAL RAY 0.5 R Exl.nnp e,una,ry um C1.5 C1.6 --- PmP.+Ad Sln,l R,4V LOT DETAIL Prop,+,d Lot Un. O 50 100 250 i i --------- Pmp„ad S.la„k C1•7 GRAPHIC SLAW IN FEET Prop.w O&V ER_mznt It m 16' - 28 B - B 16' , prop,,,d Curb ,nd Cull+f SURVEY DATA PROJECT LOCATION i Propo+atl S' W(tl1 Sldew,lk 4' S' 7' MERELY INFORMATION PROVIDED BY: PARI OF SFJ OF SECDON 28, TOWNSHIP 121. SLOP[ -A„pv -e INf MEYER RONLIN LAND SERVICES RANGE 23, AND t ]• PER FT. 2% Y'E' u y eo+vmvnl+ s. +Avxn Ikuc 705 1,1 AVENUE NE PARI OF Ulf OF SECTION 27. TOWNSHIP 121, BUFFALO. AIN 55313 RANGE 23, GATED: FEBRUARY iT, 2019 WRIGHT C.um. MINNESOTA SEE PETE 704 4• THICK. S' YIIOE CONCRCTE CURB a CONCRCT[ 510CWALK ON A a 8 BITUMINOUS MAT GUTTER PLACED ON - _ BENCHWd(KS (PROVIDED BY OTSEGO CITY APPROVED BUBGRADE •••• APPROV[D SUBGRAO[ ENGINEER. HAIWISON ANDERSON• INC. LEGAL DESCRIPTION (ERHER SIDE) C CUSS S GRAVEL BASE (MODIFIED) 29' WIDTH NGVO 29 DATUM): SEE SURVEY. 9v� i InOo / f bAule(A vnleu AInvM v TNH• FAST SIDE OF ODEU- UNE, IST D APPROVED SUBGRAOE 30' WIDTH c fvq me ,dAw p l'M1 MVA one Indo HYDRANT N OF 75TH ST., MEV-928.0D h only++ a •.nl+v FINepbq RR SPIKE IN PP, NW DUADRAW OF OGREN - - /md AdfoMbp rb6f-,/-uvy Ibu Av aMun AVENUE AND CO RD ]B, ELEV-94&46 (/ f I 13,t OR SF it I 15.1110,5E it I 13,111 8F LS, B,- 12', 7T SF >s 657 I III ,2.Dt95F 111 i-.,--- - •, I"��, m til' I _ _viol�l�!___' :LIENT: HF INVESTMENTS, LLC 14 -MY AVBNUl N. PLYMOUTH, MN 6144• ne i AN OM W a r J C � = O Q Z� � O � 2a uj O a Q !- e W ¢ I i r ted, bis I MacI$•RY€ rilF U I -_ A �s£3N g fi91 L;+82 I; L'vB2 ) W1s92 L9, BR ' L10. 02 i Lll, 82 _ 13,125 SF i 15.13] SF i I 15,140 SF tal l,l -„t- 1 ^ \ t%• @ 3 .I 15,140.5E 15,247 SF i i '18,63_7 SF 4 a i , 1 �AY iI i i '., 3B,as•l etl U �.,%� y � , I i � •RI TE ` Ll, •B]� - La BSnai I---1.9. Bl `f ---_LIB, B3+` 201.11, 8� -J `j1 naa5 L0. 83 bt LC l,l ; Ll L( Ll I i 1 Irl l y + 830 SF I 14.850 SF ' 14,850 Si 19.083 SF I3 i 14,880 SF i , 14,1i505F1� 14, 1• i 4 I, SI F� o MATC I LINE Sheets C1.1 / C1.4 - 1 1 I -' -J r L A W 1 ----• >.x_" �: 'am "._-_'- � x1672 w n .,. N,•n.' . Y Q � n10 •.- .,., mat .0 _ p(e oa nw ..:°- Y •,-vta4a r_________------- -, __-____, r___________YI �_!r._ , . 1 1 INDEX OF CIVIL SITE DRAWINGS: RIENO. 0016 CO PROJECT LOCATION PUN B] L7 BS , Le 93 TSI ' 1.9. B3 {X I LIO. Cl -O OVERALL LAYOUT AND PHASING PUN Mlle 2nd • - 2ne $ 4 21 C7.1 -C1.7 PRELIMINARY PUT Sr II.. I '14,858 SF • I I 14.850 SF 14.00 v ' ! - 14,850 MF I I 18,3[ C2., -C2.7 GRADING AND DRAINAGE PUNS C 1.1 J� a _ 'I Ii C3.1 -C3.7 SANITARY AND WATER UTILITY PUNS '--' C4.1 -C4.7 STORM SEWER UTILITY PUNS pu.ia`=� C5 _C52 STREET PROFILE PUNS �I J C5 STORM WATER POLLUTION PREY. PLAN cC7.1-C7.3 3 DETAILS Preliminary Plat EXISTING PID as PROPOSED LOTS WETLAND DELINEATION k 118-500-284-•101 11B -180 -OBD -010 118-500-284-204 NEW HO HOME LOTS + 2 NEVI HOME OSE + 121 TOTAL PROPOSED LOTS + 123 LOTS TIG WETLAND PROVIDED BY: SERNCES, INC. AC VBox IIB -500-284-200 118-500-283-2D. PHASE 1 + 27 LOTS 8 p,0. 80x B2 NIIABAL4 MN SSJ53�QBAC� ' C1.0 118-500-289-201 PHASE 3 e ]B LOTS- PRELIMINARY PLAT FT 1 YARD u R SIDE E%ISTING TONING A-1 AND A-2 PHASE 4 + 25 LOTS SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS SIOE INTERNAL 10 R REAR YARD 20 FT AGRICULTURAL •COSRNC HOME LOT: L1, 88, 2NO ADON STORM WATER POLLUTION PREV. PLAN ARTERIAL R/W 85 IT PROPOSED ZONING 'EXISTING HOME LOT: u• B1, 3RD ADDN \ RESIDENTML SINGLE FAMILY PR I T 0 NSffY F.m rano I.R--LII LI. 81 BrA 4 L7 -t2, BI DROSS .EN5111: 1,33 LOTS/AC LO DETAIL ,01 LI -Lis, 0R 4G Ll -L& B3 t.l LI -L11' B] 4W LS, B4 (r0va I-/ P-ARW (190 / P7.4o) C u 2M L1-L5, 81 $�& NET DENSITY: 2J3 LOTS/AC 50' 1. 2Rd L1 -LS, Bz 2nd LI -1-11, B] 3rd Lt -LIG, 86 nmAL lms / nU Aw) MLT ARG + c;N' ARG Um R/W IHO OUMTt) 16, 25 B - B 16' 2n1 L1-L5, 04 41 L1 -L6. B4 nE I -L0, 80 411, L1 -L& B5 (I. / -M) - f -LS B6 ]rJ L2-L5• B1 MIIJIM IM 0T ft 0 IRFM Ni R-4 LOT MINIMUTAS: DLII Jrd L-1 B2 3rd Li -LII, 03 LOT AREA 12.000 SF LOT WIDTH -INTERIOR fFEE , SLOP- r/3" PCR 29 MIN. R. 3rd LI -L3, 84 ]rd L1,85 1 LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET E GROSS ARE MAX BUIIDINC COVERAGE 70X 1 1 SCC PLATE 704 92A0 ACRES R -4A LOT MINIMUMS: 4• THICK. 5' WIDE TONCRCTC SIDEVIALX ON CONCRETE CURD A A a e BITUMINOUS MAT OUTTCR PLACE. ON PUBLIG STREET 60' R/W LOT AREA 18,000 SF LOT WIDTH -INTERIOR 100 FEET APPROVCO SUBCRADE •••• APPROVED SUBGRADC LENCRL + 8,820 FT LOT WIDTH -CORNER 1J0 FEET LOT "DEPTH 150 FEET • (LONER SIDE) C CLASS 5 GRAVEL EAST (MODIFIED) 29' WIDTH ( ) AREA + 1282 AC (INCLUDES 75TH ST_ MAN BUILDING COVERAGE 305 0 APPROVED SUBGRA.0 30' WIDTH 00EAN AVE., AND 70TH ST.) • ADJUSTMENT 10 135 FEET DEPTH OPEN SPACE 28.89 ACRES (OLILOTS A AND 0) PEOUESTED DUE TO EXISTWC PARCEL MORED ODTMION WIDTH LEGEND .._. - E.101R0 T- Lina - - - - E Okg W.O.ad Boundary - - - EWAIR9 E9 ..... I ERnM9 Boundary W. -� Pnp... d Shoat R/W Prod Lot UR. PF.Po..d S.19.ck Piapo..d D&U Eo. -t ............ .... -...... PIP ... d CYrn and OV0,Y Pmp-d S' Wld. SM -1k 1 B ao raad e.N m .rdlA Pm....en.mn. r.a mA�2- pP ria W'.�: meaei:¢ andI PVAVaIdp dPAJ-oA-wy Ifn.. P. Mom M• Pr.l. _ -71 D 1._ :i,r'`•\`�`�.``\`vYY'�`.'1 i�'.``,`��`` �:`\�'' A'7/, _ '\,1, �t\.t ;i =j p a `''1�'1 `,'. •,\: ':`•�'�4'%a. 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( ,` A`, 1 1 r \ , \\ L'. \``F `'• ` 1''11`` 1 ` I '\ i It�� n1'I �" f / r I A 'S 1 '1 �` �Ln��'P. iS,��*i��.��1.��r•� ``, \', `I , 11(('IF� / .I• -s-""' W ,f...:..:-.s;^"�'_1y y t, I 1` 1`' L' ` 1 fir,• .�•' � � � \ MATCH LINE Shaeb C1.2 / C1.4 A 1� L- __,_..._.•:-•rc.. ;_r .m•' "'_°:_„_.. �._`'ll i %R`* rl,_ _ i -``Li1. I i v, Bs�.. - .�..•.•.A. II H\ ' 1 i \�'I \STQRMWATER` 11'1`\\� SF i1 '.' 1 W L `` \ ! / ':. I1 11 '1 I \ . II {` 1 ,\ \ a r ,I • ,` l BAS/N i II I ,1 ` ` •t1 PAGE LAYOUT: Ci.1 C1.2 CI.3 C1.4 C1.5 CIX C1.7 SURVEY DATA SURVEY INFORM71ON PROVIDED W. MEYER ROHUN LAND SERVICES 7D8 i.l AVENUE HE BUFFALO, MN 55313 DATED: FEBRUARY 12.2019 BENCHMARKS (PROVIDED BA• OTSECO CRY ENGINEER, HAXANSON ANDERSON, INC, NOI 29 DATURA): TVH. FAST SIDE OF ODELL UNE, 1ST HYDRANT N OF 75TH SF., ELEV+920.00 RR SPIKE IN PP, NW OWDRANT OF OORGH AVENUE AND CO RD 38, ELEV-94&06 D 10 IW Iso GRAPHIC SCALE w fELT PROJECT LOCATION PART OF SEI OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SWI OF SECTION 27, TOWNSHIP- 121, -,23. WRIGHT COUNTY, MINNESOTA 1gX47u1s9p]=Y9:114f[a]i 1'r A" II • . ..: I91.9N-- C CLIENT: VHF INVESTMENTS, LLC trd AVBNURN. PLYMOUTH, MN 6.44. HE (101121.1- "0" � A r:n•rw ni.". uG• ae. y, INDEX OF CIVIL SITE WINGS: CO PROJECT LOCATION PLAN ' C1.0 OVERALL LAYOUT AND PHASING PLAN 0 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 C4.1 -C4.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS \ STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 I \ S I � C 1 1 1 ( '( cl \ I 1 � CLIENT: VHF INVESTMENTS, LLC trd AVBNURN. PLYMOUTH, MN 6.44. HE (101121.1- "0" � A r:n•rw ni.". uG• ae. y, INDEX OF CIVIL SITE WINGS: CO PROJECT LOCATION PLAN ' C1.0 OVERALL LAYOUT AND PHASING PLAN i C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 C4.1 -C4.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS C5.1-CS.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 DETAILS g -n RI I FILE NO. 00715 1 C1.2 FYICTING P.I.O. US R -9A LOT MINIMUMS: LOT AREA 18.000 SF PROPOSED LOTS WETLAND DELINEATION tie-500-xen-401 ENGINEER, NANANSON ANDERSON. INC. L NOVO 211 DANIA): EXISTING HOME LOTS - 2 -I Z O IIB -180-000-010 118-500-2114-204 PUBLIC C STREET 60' R/W NEW HOME LOTS 1.1 TOTAL PROPOSED LOTS - 123 LOTS INFORIMTION PROVIDED BY: AC WETUND SERVICES, INC. 118-500-2114-20D 110-500-273-200 1111-500-284-201 PHASE 1 - 27 LOTS PHASE 2 - 33 LOTS' P.D. BOX 82 KIMBALL, AIN 55353 EXISTING ZONING PHASE 3 - 38 LOTS. PHASE 4 - 25 LOIS LOT DEPTH ISO FEET A-1 AND A-2 AGRICULTURAL •EXISTING HOME LOT: LI, 118, 2N0 AODN TNN. EAST SIDE OF ODE. UNE, 1ST HYORAM N OF 75TH ST., EM -928.00 Fes._ 2 •EXISTING HOME LOT.- L5, Bl, 3RD AOGN ARU - 1282 AC (INCLUDES 75TH SF.. ODEAN AVE, AND 70TH ST.) RESIDENTIAL SINGLE FAMILY PRO IFM DFNSIIY /. of N 4 Idea olAemki NdknD4 IaB--IJ1 Lt. 81 4RIM1 L1-L2, 81'F"OENSIIY: 1.33 LO75/AC I.LI-L5BJ 4th L5. 84 41h 11B] t'�A/41.447 CRDiS MW rvrvn r -°N 2n1 LI -L3, BI R=AA NET GENS- 2.33 LOTS/AC % W 2M LI -L5, 82 2M LI -L11, B] 3rd LI -1.10. BB ( XW.6 M[A I!ss A/0 AND OANUAj 2na Lt -V, 114 2M LI -LB, BS 41h Ll -L6, 114 411, L1 -L8, DS (11 /'''2'l 2M LI -US BB D: ManMIIM LOT REOLIREMENTS 3N L2-L3. 81 3N -LB 82 R-4 LOT MINIMUMS: LOT AREA 12,000 SF 5. 7 3NL1-Ll 1, 113 3rd L1-L3. B4 3N L1,85 LOT WIDTH -INTERIOR 75 FEET LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET GROSS AREA - MAX BUILDINC COVERAGE 30% 4' THICK, 11 WIDE k LEGEND PAGE LAYOUT. cuer+n VHF INVESTMENTS, Ed6Nn9 re. Un• C1.1 C1.2 LLC nwe4 f0f -.--- al"IMO We Band Beena6y SID' O/W N 35 R 194D040d VCNUC x. SIDE UIRE 35 R R/N' floe C7.3 G7.4 pLYlAOUTN.MN 66996 ,y SIDE INTERNAL 10 R REAR YARD 20 R-----------�-�- ERiatln9 EeaemenL NENRY HANSPN x ARTERAL R/tV 65 R Ct.$ C1.6 ()aa)....... Ex1aIIn9 BeunaOry floe "101R 1O°°4 ---� Pr6Pes°d St -t RAY 5O N LOT DETAIL P- -d Let Una S0 too 1 P Sel90ek C1.7 GRAPHIC S_U5IN fF£! 0W • Plp Id BID Ell -UR Vi d t o PmPeaea c119 Pna cPlleE SURVEY DATA PROJECT LOCATION = i c F Pmpeaad S' W . Sldexelk (I} W • d SURVEY WFORHANONCTAAPROVIDED BY: PART OF SEI OF SECTION xa, TOWNSHIP 121. OrekeOe end uG,, ro9emmM1 wa Mom, IAea: MEYER ROHLIN LAND SERWCES RANGE 23, AND W a c } I StOpC I/}^ PER R 2X MIN. 7011 ,al AVENUE NE PART OF SYII OF SECTION 27, TOIVNSHIP 121, = Q Q YE BUFFALO, LIN 55313 RANGE 23, S WRIGHT COUNTY. MINNESOTA W = DATED: FEBRUARY 12. 2018 Z } G SEE PUT[ 70t W W EONCRRE CURD t DENCHMARNS (PROVIDED BY OISECO CITY EGAL DESCRIPTION V) 92A0 AERES R -9A LOT MINIMUMS: LOT AREA 18.000 SF CONCR[TE SIOEWAII( ON APPROVED SUBGRABE •••• L-A a 0 BITUMINOUS MAT CUTTER PUCOD ON APPROVED SUoG"OE - - ENGINEER, NANANSON ANDERSON. INC. L NOVO 211 DANIA): -I Z O Q d PUBLIC C STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LOT VOD1H-CORNER 130 FEET (EITHER SIDE) C CUSS 5 GRAVEL BAS[ (MODIFIED) 29' WIDTH SEE < Q H LENGTH - B,B20 R LOT DEPTH ISO FEET Beep :0.00 N MOIN, uMeM elAerP/n , TNN. EAST SIDE OF ODE. UNE, 1ST HYORAM N OF 75TH ST., EM -928.00 2 ARU - 1282 AC (INCLUDES 75TH SF.. ODEAN AVE, AND 70TH ST.) MAX BUILDING COVERAGE 30X 0 APPROVED SUBCRADE 30' WIDTH /. of N 4 Idea olAemki NdknD4 RR IN PP, OF OOREN nPFN SppCF • D TO 135 SENT PARC REOUFSTEO OUE TO EXISTING PARCEL REQUESTED rvrvn r -°N en odpNMP dpAl-ol-wy rtm. e. .Ao,m ,A,-. on Ino plot NPIKE D 0.A - AVENUE AND CO RD ]8, ELEV-940.06 % W 21179 ACRES (OIIILOIs A AND8) DLIRED DILIENSION WIDTH I ,III, / I D: II I LI• _._--. � �. I III I. I i .•I ..v -- aR D.f «a4. mr `• I-lzori-sF ii�IZ A1117 I q t] 91 4 120195E IA a, 91d \`1y1I9 iAii , I 2nd i I.�` ' r j u, BI , : LZ B, I' 13,b3] SF' � 0 �w.w--'----' 1 I' 2nd 9°d 23,189 SF I , i 14,585 SF- A 1 �' ,I , -- - ' root -=- 1' 74th 5t iT �, f �n=� ,,„ a.''"'""' -•.l _ 91ai I � u. az .. 15 i�lissa+u • Laid I I�yj ;Mal LJ 82 i,,d4zasil 1111 .<(�---uA2_�•'6;---sM 1 F7�l.LX I 15,50, SF --,2009 SF 9'i ` I I I I ISA I , IAI� 1 of 1 I . I r • Iv,T.� •! �,. � iI----------------- I41 j 111 II ``III a 51 - kMld-- 18,3 B SF iC1.3 E Sheat. C7 1 !III! Ifni ( ,__ _-•'1'111 `_- __d -_-----___- i MATCH LIN.1 / tr T L H-- f---'__ .I I--,-.-•-n7<6-"-•fa7d ll��.. s i. 1 l J 9u.9, m7aD ._PST - 2 949 wrx9ez ne. •°.° m _ II P.n ,.. __ .Ia- •.. 41ngp T __-- ---� ------' ------ - ��-r--- � " I, �]-------� (•-,---�- - i I- 1 '- '.I x aAx i I - I r I I 3 @�' -I � All `oq 3s 3 - -- I� I 'j -p + a\ - I 1 i •''r 1. -.1 i;' ilk -3 yy gfr La ee3 LBd3 I I'ina3 1 la $xa a h``' a a Ip 2a. 1( P.evn (A ai L2. 113 i� ' c 411a3 I' M•211l '9-;-riAAai si=i.."i ii850'sF ; ,4,8505E i I 14,x30 SF Y 6 ! �1' 113 Ji,d ,9,6114 SF 150a9 SE.' I-_�•I _I - _ ta2a9 sr F 1__.�� a +� znq, -4 I N •ti - - i -m'.4f _ - - I • , - O / - J /10.4,1 _-_��.�, \•:�'-", ' I "i •H't I _u BS S 1 � ' SS • '� .. 'f.I, I� / u ;.I. I t' LA. &/ 'a'lI ' ' 2,dA I I� I Alx - 11.411�_F .I i I I #I ia. e4 �'I ma 13'1 N,5435F i• SIA, .� �_- --__ - �I LI. a4 �il Z5 L2l114 iP i, RAQ '! 1 A12927 sF 1 --"•y� � _J' I my$ dl! - •I )],Ot O,�F i LZLI �, 113•' - . . , _ . - 4x44 •>r+-- n : i yd' _ k ---....nn•x vL��.lui��------='�''�- r"I -----------•---�sr �e i" •u'�O rt' i21a,3 SF i I - 'B te dl� I/rm, •'�-I'.�•_-, tl;� ; 2114115 tz.015 Sf • `i I a d It L jd; • - ' •i RLE NO. 00715 H MATCH LINE Shoats C1.3 / C1.5 INDEX OF CIVIL SITE DRAWINGS: L` 1{T • •2 •,N' / F9 1 18,6295E ' CO PROJECT LOCATION PIAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 RADING ARY PIAT G C2.1 -C2.7 GRADING AND DRAINAGE PIANS C 1.3 03,1-C3.7 SANITARY AND WATER UTILITY PIANS °o•1ye? dd . 1 .' C4.1 -C4.7 STORM SEWER UTI PLANS �� ` �`` J f=-x.v-•m.xl.•.-' I C5.1-05.2 STREET PROFILE PLANS S C6 STORM WATER POLLUTION PREY. PLAN 15. 02 II ��- LB. Bz•� �b C7.1 -C7.3 DETAILS Preliminary Plat EXISRNG P.I.D.US PROPOSED L0T5 -R WETLAND DELINEATION Gl1ENI: na-spo-2R4-4ol EXIS HOME LO LOTS - R LEGEND PAGE uvolrr. VHF INVESTMENTS, 118-190-00p-010 NEW NOIRE LOTS - 121 INFORMATION PROVIDED BY: 116 -]DO -284-204 TOTAL PROPOSED LOTS IRS LOTS AG YIETLNID SERVICES, INC. ..�,,.,w �, - EWA'., Trop Uns na-soo-za4-2ao P.0. BOX B2 ,,, - C1.1 C1.2 t9-soo-273-2ao PHASE 1 - 27 LOTS LLC 1 OD -2R4-201 PHASE 2 - 33 L015• KIIAOALL. MN 95]57 $QBBGG --•--- EMIst/n9 WaOand Boundary 1 FRONT YARD ]5 R EXISTING ZONING PHASE 3 - 38 LOTS- SIDE R/W 35 R - - - -- FalaVnp RAY Une C1.3 C1.4 t4 Os4xMAveNNe N. A-, Mp A-2 PHASE 4 - 25 L015 510E INTERNAL 10 Fr PLYMDUTH. MN P.N. AGRICULTURAL •EXISTING HOME LOT: Ll, 08, 2ND ADDN REAR YARD 20 FT Exellnp Epa.ment •EXISTING HOME LOT: L!, 81. ]RD AOON ARTERIAL ft/V/ e! Ft HlNRY NR's ON PROPOSED 70NING a(4,R; Boundary 11,,. C1.5 C1.6 aulxn. RESIDENTIAL SINGLE FAIAILY PROJECT DENSITY ,va t91urt I.1t11 Li, B1 4- LI -l2. BI DROSS DENS,TY: 1,3] LOTS/AC --- P/°PPvvO Slnet R/IY 1.1 LI -115, BS 41h Lt -LB. 03 0-Lms /moss MW LOT DETAIL Pmp- LOt UR. 50 IOD ISO U lal LI -LII. 83 41h L5, B4 (1x2 /.xep7 ProPOwd S•Ibdck 21d LI -R5, BI R -M NET DENSITY 2.]3 LOTS/AC r'1 7 GRAPHIC SGLE /N FEET 18 2nd LI -L5, BR potu Lma / xU ARu) �' --- Proppa•d OkU Ea,a I 2. Lt -L11. m 3M Ll -LID, 00 0m Mu - DRass .wu l.c ./w um wIL9M 18• 29 R - e ld' Q L1-13, B4 41h L1 -L8, 04 (,xA / axrA) g .__..... D. 2nd L1 -L0, BS 401 L1 -L0. 85 [ P.ppO,.e am nna cmL.r SURVEY DATA PROJECT LOCATION = 2nd LI -LS Be MINIMUM LOT NIM REOUIREIAEN175 3M L2-L5, BI R-4 Loi MINIMUTAS: i Propmee 5' Wld" SId.wOlk SURVEY INFORMATION PROVIDED BY: PMT Or SEI OF SECTION RB, TOVINSHIP 121• W S 3M Ll -La B2 LOT MFA 12.000 SF a 4 5' ]' MEYER MHUN LAND SERVICES RANGE .. AND 31e Lt -L11, RS LOT YADTH-INTERIOR 75 FEET ' SLOPE 1 3' PER 22K MIN, O,vF•p. wd ufllly ••,•mwla •n Now Ihuv: ]OB tet AVENUE NE PART Oi SVI Oi SECTION 2], la1VNSHIP iRl, LL! & Q 3M LI -V, B4 LOT VADTH-CORNER I00 FEET PC 1 JM L1,85 LOT DEPTH ta0 FEET J BUFFALO, MN SS]13 VRIGM COUNTY, MINNESOTA 0 Q GROSS AREA MAX BUILDING COVERAGE 3DF DATED: FEBRUARY 12, 2019 A" 1NICK. Y WIDE SEE PRATE UR Lu W O g 9240 ACRES R -4A LOT IAIFIII.Iu115: CONCRCT[ SIOCWALK ON CONCR[TE CURB ! J LOT MEA 18,000 SF A k 0 DITUMINOUS MAT CURER PLAC[0 ON BENCHMARKS (PROVIDED BY OTSECO CRY PU6LIC STREET BO' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBCRAD[•••• APPROVED SUBCRADE - _L ENGINEER. RANANSON ANDERSON, INC. LEGAL DESCRIPTION (q LOT Y110TM-EARNER I]G FEET (ERNER SIDE) NGVD 20 DATUM): IENGM - BA20 R LOT DEPTH 150 FEET • C CLASS 5 GRAVEL BASE (MODIFIED) 29• V/IOTN SEE SURVEY. Q MEA - 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 305 9•Mp IR00 Iul p xldl ; uM•u olhm.b• TNH, FAST SIDE OF 0 ELL LANE 1ST Q h 0 APPROVED 9UBGRAOC 30' WIDTH HYORANT N Or 75TH ST.. EREV-92&00 Z MEAN AVE, AND ]oiH ST.) Ndkel•I, and s ,bM/np " M•4 wd ..IW ADJUSTMENT D TO E FEET PARC u h wWuy wl.n alAw,4• mdlu4q OPEN SPACE REQUESTED NUE TO EXSRNC PARCEL 1YP1' •"� w0 A. tlpAl-oF-wy IMu ov ahow RR SPIKE IN PP, NW aWEUVV s OF OCBEN e R6.]9 ACPFS (OViLOTS A ANO B) MLI1TEo DIMENSION WIDTH w A. p/•L AVENUE MO CO Afl 38, ELEV.D4B.08 W MATCH LINE Sheets C7.1 / C1.4 1 ,v :nom-',"•w`p f -- I 1 t ' ' •, l 1 •`, `1 + Jj{ _ _-} ya,Awwt-_'a^u._i-: t f t..6;,.", - I I I \ ' i 4 . /\i, t �_---� �i :�� __ 'i' MATCH LINE Sheets C1.2 CIA ,I `t'i1'+ ,k para �,.�ISJx ,.. _ nn.DL..4 naw.P ».,•,pr.. Q � .al G-�' ,"..IaA. �• k ••_-- -t-" r- --_'+ c-_--- nr T 1�'i p,,. %I Ir I 1 Axl--•!•'•.: "w -i 1, 1. ', i ,,, '` k l i' ;: 1' ', 1 ,`'C 2".A 1 �: i t 3 I -- + ; '�' __�.-_..c'-•=, "-%"�- - \1r I ♦ \ ' jkttix 't ` 1�+`,`` I ,� Mu fmzi �, I - _ 1,` i A r� j l Z S1- . `,.••;L -"L` ".�.• 1 (. �, \k i 1 i I t t ` , `', \ 1 � ``t '+k �• 7� `I L"2 , 1-- -I 1 -la F -11. utes•r`-%iia C �•'''� _-A+-- Al III •,.- _ '1 1 �I `++"``\'ttfPRMWATER�.jo `�mb3 R a 17,2-V 1 , 11 BY. w � q�l uD es ISA q' sF' -II• �- 1 't\`` � i .- •110 • ' I`` '" 1 '( \` ` \'. 4 L& B3 I ; 1148505E ` I 14.850 SF. i ' 18.3575E i I 1 lil� "' '� I -� I,111 ', l`',k `I 1 AA\ '9, 1 �♦ \�``'/','\`, `., , ; I 1 1 ,+, I FY a� to - I- ' --cl� ' �'�- _- I I "n'--^ - - w[--�- - _.-,1\ _ 1\ `(;,,`,``,:,\1\1+, ``,;�: i I 'a� v\`: . ill •� `I \ I I IIgY Y L' IT .. •. z l -- tu. o -m. A 2 e'34'p (% } ry/ . m r "" "-IL---•T`_"' -I _ - ``�',\ ; \I` a(FOA k1C _ r(� �-,,.yoV,. i , \ 1 - - _ ♦1 ti• �, x BI •�-'� YI I I t Y', 12nd F I l ,tl I \ } ,/ M ^:1- , J. 1• I I ; I : ; L4. .ana B}1 .' ` ♦ \ -� l.. 12150 Y- 1 13,881 �• `�t 11'I ! I� 4•vd• 'L 4\ + ''y`,��n^ .%i(� 1' ``'O I I i '\,,,/\ I � I l i I I I i I / � - -.I _ . : ��.J. -- ,_� I F,} 1 ' � � V\`•. Ja4 '- y,i^"� w• `; \k`, ',I � I ` J qna.` / I 1 I I l 1 1 % _ -I 1 �X :P 1`M ---u• '--_ _ / ^c, f .. /JP`✓ ', L 1' \ , ` `•^ •'' / I , I 1 \ I- - { g�IFI II - l_.._. r�.�J. ��.- u:�• ,1 � G + #oy��:f �o yb,d ..: f r �� \ tk�•%i/"� ''i, L, I , 1 ' I 1 L R ..5.r.,x.x. .I . ,.,.,y ° �o�`k ;`1,4 O ? , r„I�\.ty,' � `,•�� i` `'`, \\' ='r .,'';�\ II f. I I, I I �• 1 �, I ; � "--• - .. • � - �� _ - • ,I NN `,,'x // �.' �/ F1� ,At,'' ro4Y. , -S`.'.' '' 3 dk ' A•� 4 L nww INN .!%" w': A `• I .. ` ' � •'' 4, �' i ,I ': ( I ' �- u�i �i $ L- Ott Dui oT.A;K '. '.E -a ^ �/ / ` "�\ ` rr'n'••4"`, r°°' ."' :' ",V I , A'Y \ , , 1 , i ', N . 76479 SF _ - . 1 ,!ft, .. ^, 1.73 AC ' '#hy i4da <,o ;♦- 1S e. A ` t a' (I . ', 1 ev + \ ", , \ t -. \ A k ,^.y, k 5TORM WATER h ` f'e✓�°J S' 1 ° �I \ �sd px t ' \ k 1 \ I 11 3 I- w--wwwww---- w--- w wpP4CAYYlFwwwwwww---� FQs. ..r... lt'+w�\.. v.`�r�J.ry:( ,.;.r. \•i 'I j •' `` ' `'' `` `' ,, ``�, `z, ' _ MATCH LINE Sheets C1.4 / C1.5 ', i' � 111 / I MATCH LINE Sheets CIA / C1.6 \ 5 � INDEX OF CIVIL SITE DRAWINGS: RLE NO. 00715 CO PROJECT LOCATION PIAN tttt ` _ / „4 / �• ` ' L' - + y'�[ _ - C1.0_ OVERALL LAYOUT AND PHASING PLAN C1.1y 8 1�� \ yp. \ \ ( ,,��srd LAT C2.1 -C2.7 GRADING ANDINARY P ATER E PLANS C1.4 -•.•-1 .__�ti�-_-:.__ ___-_-_P_ __�, __-__� I- 09"'§ \iiin`/� ♦ ;\� `'':� 1' I\ B7' C3.1 -C3.7 SANITARY AND WATER UTII(IY PLANS ♦ n �(p'\\ ♦A^ • V' vu �' `♦\.�♦, / j ( I� 'F, ` , C9.1 -G.7 STORM SEWER UTILITY PUNS _ B] '>)t / (/1'V / \V� 1'"'�A'%'•I l ' I ,I ` ` Hil-05.2 STREET PROFlLE PIANS 1 i I `• II1Ir!-'.�- �'a�d 5F 'L� r.�'q ' '+ ✓ 1 , ,i' '. `♦ p� `� I I ' I j I \\ `` C6 STORM WATER POLLl1T10N PREY. PUN - I . I.]. B3 ail "ci 1,1 \ / .%y'�I C7.1-C7.S DETAILS (I JM Al A�'' :'..,,./ I Y ,\ P, I rot (- f A '•a I� I ' , Preliminary Plat EXISONG P LQ, BS PROPOSED LOTS 110-500-284-•101 OISTING HOME LOTS - z t0-100-000-010 110-500-281-204 NEW HOME LOTS - 121 TOTAL PROPOSED LOTS - 123 LOTS IIB -500-284-200 IIB 500-273-200 PHASE I - 27 LOTS 118-000-284-201 EXISTING ZONING PHASE 2 - 33 LOTS - PHASE 3 - 38 LOTS, P -E 4 - 25 LOTS A-1 AND A-2 AGRICULTURAL •DIISRNG NOME LOT: LI, B8, 2ND MON PROPOSED ZONING -EXISTING HOME WT: W, BI, 3RD ADDN RESIDENTML SINGLE FAMILY PROJECT DENSITY t aglt LI, B1 4111 L1-12, BI GROSS DENSITY: 1J3 LOTS/AL tel LI LIS, B3 4thl Lt W B BS ceov ARW 2nd LI -W, B1 R -4A NET DENSITY: 2.33 LOTS/AC 21d L1 -W, ez ltmAt ImS lo na �iAWTA 2nd Lf -L11. B] ]rd Lt -L10. BB (NR Aau . g9•S IQa R/W Mle oulLots) znd LI -LS, BL, 4Ih L7 -W, 2. L1 -L8, BS 411 L1 -L& 84 (1v / aanl 05 2nd LI -W BB 3rd L2-L5, B1 MI�I�U�I�REOUIRE�E�G R-4 LOT MINIIAUTAS: 3rd Lt -W, 82 3rdLI-Lt t. BS WT ARG 12.000 SF WT W1 -INTERIOR 75 FEET 3N LIBL, 3rd L1M,BS WT WOTH_CORNER 100 FEET LOT DEPTH 100 FEET GROSS AREA MAX BUILIXK COVERAGE 301 92.40 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LENGTH - 8,820 FT WT WIDTH-IMEmOR 100. FEET T WIDTH-CONER 130 FEET WR LOT DEPTH 150 FEET ARG - 1282 AC (INCWDES 75TH ST„ MAX BUILDING COVERAGE 301 OOEAN L.AND 70TH ST.) • ADJUSTMENT TO 13$ FEET DEPTH OPEN SPACE _ REQUESTED DUE TO "WIND PARCEL 28.79 ACRES (OU LDTS A AND B) LIMITED DIMENSION WIDTH INDEX OF CIVIL SITE DRAWINGS: RLE A'a• 00715 1 44 PROJECT LOCATION PLAN 1�, ,, OVERALL LAYOUT AND PHASING PLAN •, I I t8.J9k SF I A'La. B, ...� 3rd ��.• Y0,549 SF / WETLAND DELINEATION IZ INFE"T1014 PROVIDED W.. AG WETLAND SER'NCFS, INC. P.O. BOX 82 enac KIMBALL, LIN 55353 WI Ri ONE YARD 35 FT 510E IRAINTERNAL 35 FT SIDE INTEflNAL 10 FT NEAR YARD 20 FT AflLERML RV d9 FT LOT DETAIL I?Y�.9i9 CONCRETESIDCWAW ON APPROVED S. -A I LA 8 B BnUTAINOUS MAT CUTTER 1-tD O'. APPROVED SUBCRA ([ITNER SIDE) L C D APPROVED CLASS 5 GRAVEL BASC (MoDIFICO) 29' WIDTH SUBGWMI 30' WIDTH ' IB - � ATC 1 ISi\tl - MATCH LINE Sheets C1.3 / C1.5 W. B2 I .70j�M-." Sy.. ` lli 10,787 s5a= I LR Bl.' r - ••` 117 �r y B A �j ! '' aa>. i1 V mu•,rm°°w:naml '.�St' �/ ~ JraS. A ]rEs. 1e009 SF i20.928 SF� ••� � l �.. I ,aa / � . , - I I Ky ,, � I •�yK I 'Put t I I i1 I I 1 I j I I I t ]d .. 18,022 Si .. LEGEND PAGE LAYOUT. CUEHT. EblTn9 VHF INVESTMENTS, Troa una - -- - - CIA C1.2 LLC --- EYlo0n9 Wetland Boundary U1a16W RAY Una C1.3 C1.4 uao[omnvcNOBN. PLYMOUTH, MN [e4Ae - - _---- Exbllnp Eavamenf WRYxAN09N Exfeling Boundary Una C1.5 C1.5 Rsa)zae•ut9 -� Propaavd Street RAV Propoavtl Lol Una 0 50 100 I'D V Propoaad Setback C1.7 GRAPHIC SCALE IN FEET ? •••---^•^•^-• Propoaad OAU E- t (n & ®•••.+..............-.....-.+••-••••- •-' Propoaad Curb and Culler SURVEY DATA PROJECT LOCATION i (- Propoaad 5' Wlda Slda 1k 2 -.I SURVEY INFORMATION LAND PRVICES W. PARI OF SFJ OF SECTION 20. TOWNSHIP 121. C MLYEfl ROHLIN LAND SERVICES PANGS 2], AND `0 o M AVabwq and ulNfy waunnla as vnann Anus• 709 lel AVENUE NE PART OF SYlJ OF SECTION 27, TOWNSHIP 121. LV 4 C Q BUFFALO, MN 55313 RANGE 23. Z 0 � Q DATED: FEBRUARY 12, 2019 WRIGHT COUNTY, MINNESOTA G "I 8 - BNBENCHS (PROVIDED ANDERSON. O YOOTTS" e 'GIN ER. flY INC.IN INCLEGAL DESCRIPTION (q _ W NGVD 29 DATUTA): SEE SURVEY. Z a IL LANE.BSP IR00 teal M ANON. vMaaa o(AaraHa TNH, FAST SIDE OF ODELL LANE. IST Q d and o %cNMp lo^ IM�•A aMn 0.� HYDRANT N OF 751H ST., M-92&DO = I and adA.MMc dYM1A-N-naY (Mea ae ahaan RR 5%NE IN PP, NW OUAORANT OF OGflEN m Ua ploL AVENUE AND CO RD 38. EI£V-948.08 ILII /I I OU 3 dT G L2`B3- . MATCH LINE Sheets C1.4 / C1.6 ma 12.015 sF -� . ----- ------_ STORM WATER - - BA5/N yra - �W1 ,- 12015 Si I �. war vn r ' _,i ey WCI,i3 K\ ryo'I6 �ay§�yl " � to LY:`0a J�q L7. BS iSil 1A25F G a Ll: B] d .; u.- Atl ia3� ]Id 9h.>D 12' b1 Ia p 1J.BY'S'S( i .i •�OLfi]9 •SF I 3 i2,7J2 sF {� �1 lei, �y mob ......... ur» ...... Z a 1•� ----------- - ---, = 1a I i • .i zoJDes L7. 3rd Sed I� : Jra p 1 18.022 SF 10,022.8E 18;22 SF 's 17.718 ,�'y1 _ " G N ;I • �•^1!4..3!1 - A IY•-lY W 1 I _ _ . _ ." 1 ,I IJ -I t I I .Y1' - ..,fin I •. - J/ .. _ N ' IB TBE BZ 3 } i BBO W. B2 I . 2 5F Sy.. ` lli 14,359 5E I�I 10,787 iI as'' as 73rd Street I LR Bl.' r - ••` 117 �r y B A �j ! '' aa>. i1 V mu•,rm°°w:naml '.�St' �/ ~ JraS. A ]rEs. 1e009 SF i20.928 SF� ••� � l �.. I ,aa / � . , - I I Ky ,, � I •�yK I 'Put t I I i1 I I 1 I j I I I t ]d .. 18,022 Si .. LEGEND PAGE LAYOUT. CUEHT. EblTn9 VHF INVESTMENTS, Troa una - -- - - CIA C1.2 LLC --- EYlo0n9 Wetland Boundary U1a16W RAY Una C1.3 C1.4 uao[omnvcNOBN. PLYMOUTH, MN [e4Ae - - _---- Exbllnp Eavamenf WRYxAN09N Exfeling Boundary Una C1.5 C1.5 Rsa)zae•ut9 -� Propaavd Street RAV Propoavtl Lol Una 0 50 100 I'D V Propoaad Setback C1.7 GRAPHIC SCALE IN FEET ? •••---^•^•^-• Propoaad OAU E- t (n & ®•••.+..............-.....-.+••-••••- •-' Propoaad Curb and Culler SURVEY DATA PROJECT LOCATION i (- Propoaad 5' Wlda Slda 1k 2 -.I SURVEY INFORMATION LAND PRVICES W. PARI OF SFJ OF SECTION 20. TOWNSHIP 121. C MLYEfl ROHLIN LAND SERVICES PANGS 2], AND `0 o M AVabwq and ulNfy waunnla as vnann Anus• 709 lel AVENUE NE PART OF SYlJ OF SECTION 27, TOWNSHIP 121. LV 4 C Q BUFFALO, MN 55313 RANGE 23. Z 0 � Q DATED: FEBRUARY 12, 2019 WRIGHT COUNTY, MINNESOTA G "I 8 - BNBENCHS (PROVIDED ANDERSON. O YOOTTS" e 'GIN ER. flY INC.IN INCLEGAL DESCRIPTION (q _ W NGVD 29 DATUTA): SEE SURVEY. Z a IL LANE.BSP IR00 teal M ANON. vMaaa o(AaraHa TNH, FAST SIDE OF ODELL LANE. IST Q d and o %cNMp lo^ IM�•A aMn 0.� HYDRANT N OF 751H ST., M-92&DO = I and adA.MMc dYM1A-N-naY (Mea ae ahaan RR 5%NE IN PP, NW OUAORANT OF OGflEN m Ua ploL AVENUE AND CO RD 38. EI£V-948.08 ILII /I I OU 3 dT G L2`B3- . MATCH LINE Sheets C1.4 / C1.6 ma 12.015 sF -� . ----- ------_ STORM WATER - - BA5/N yra - �W1 ,- 12015 Si I �. war vn r ' _,i ey WCI,i3 K\ ryo'I6 �ay§�yl " � to LY:`0a J�q L7. BS iSil 1A25F G a Ll: B] d .; u.- Atl ia3� ]Id 9h.>D 12' b1 Ia p 1J.BY'S'S( i .i •�OLfi]9 •SF I 3 i2,7J2 sF {� �1 lei, �y mob ......... ur» ...... Z a 1•� ----------- - ---, = 1a I i • .i zoJDes L7. 3rd Sed I� : Jra p 1 18.022 SF 10,022.8E 18;22 SF 's 17.718 ,�'y1 _ " G N ;I • �•^1!4..3!1 - A IY•-lY W 1 I _ _ . _ ." 1 ,I IJ -I t I I .Y1' - ..,fin I •. - J/ .. _ N N IO l0 N 0 •.�.a, _.. _ ,I . DMS. ; - � � l L IN 19 -ER c.: I y C INDEX OF CIVIL SITE DRAWINGS: RLE A'a• 00715 1 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT L C2.1 -C2.7 GRADING AND DRAINAGE PLANS 1 1 1 I C3,1 -C3,7 C4.1 -C4.7 SANITARY AND WATER MLITY PUNS STORM SEWER UTILITY PUNS Cl- /v 1 J 1 1 I C5.1-05.2 STREET PROFILE PLANS 1 L C6 STORM WATER POLLUTION PREY. PLAN I C7.1 -C7.3 DETAILS Preliminary Plat FYISTING P.I.G. N$ 118-500-284-401 PROPOS D OTS EKISTING HOME LOTS . 2 118-180-000-010 116 -SO2 -281-204 NEW HOME LOTS . 121 TOTAL PROPOSED LOTS . ty LOTS IIB -500 -Ren -200 118 -SOD -213-200 PHASE 12, LOTS 118-500-2e1-201 PHASE 2 - 3] 4015• PHASE 3 . 35 LOTS• FISTING 70NINC A-1 AND A-2 PHASE d . 23 LOTS AGRICULTURAL PROPOSED ZONING _ •EKSTWG HOMELOT: Lt. B6, 2ND AWN •E%ISRNG HOME LOT: L5, Bt, 3RD AWN RESIDENTIAL SINGLE FAMILY PRWECT DENSITY 1gi11 LI, Bt 1 I Lt i2, B1 GROSS DENSITY: 1,33 LOTS/AC ivl LI -L15, 82 40, Lt-.. B3 Uo1u Cols /awes ARCO I.I.L1-L11, W 4" LS, B4 2od LI -15, 81 R -IA (128 / M. a) NET DENSITY: 2M LOTS/AC 21 LI -L5, B2 2M LI -LII. B3 311 L1 -L10, DB 1t61AL lots / NO AwrrD Dot MG - a8C8 ARG lr3S R/1q Aw W11.81M 2nd LI -L5, 84 4U Li -LB, U 2nd I. L6, 05 411, L1 -LB, B5 (ye / aq,ta) 2nd LI -L5 B8 3rd L2-L4•• BI MINIM 1M OTR 0 ITR M MS R-4 LOT MINIMUMS: ]rd LI -LB, B2 3N LI-LI1. 03 LOT AREA 12,000 SF l01 WIDTH -INTERIOR 75 FEET 3,d LI -W, 84 3rd Lt.. LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET •• f.9ncc ARF4 NO BUILDING COVERAGE 3. g2.4p ACRES R -M LOT MINIMUMS: PI)BI IC BO' R/W LOT AREA IB.ODU SF LOT -INTERIOR IN FEET _STREET LENGTH . 8,820 FT LOT WIDTH -CORNER 130 FEET" LOT DEPTH 150 FEET AREA. 12.82 AC (INCLUDES 7SM ST., MAX BUILDING COVERAGE 30M ODFAN AVE, AND 70TH ST.) n AGmUsIMENT TO 135 FEET DEPTH OPEN SPACE 28.78 ACRES COL. IS A AND 8) REOUESTED DUE TO mss PARCEL UNITED DIMENSION WIDTH `\\+`.H•� L(N-FIFh• 1'; TATL:/• a 1v !II 4A WEII AND DEu�TION k LEGEND PAGE LAYOUT: INFOAO VRMATIO IETIANG SERVICES, NC. D I.Ui g Tr.. M. C1.1 C1.2 P.O. 80% 02 .nwA llond Baunda KII XT LIN 55]53 FILOiCYARp 35 FI EAlatln0 W. lY SIDE R/YI 33 FT �- - - - E8lvllnq R/W Une C1.3 C1.4 SIDE INTERNAL 10 FT ARRM•lYARD R/Y! Eo FT S FT -- - - '-_ EKblloq Eaevmvnf E9I.Mo Baandaa un. C7.5 C1.6 ---- Prap... d Stoat R.AV waaaasasssi LOT DETAIL Proposed Lat Lho 0 90 1W 130 Propeeed Setback C1.7 CUPRIC SCOLD IN FEET ^-^-^-•-- Proposed D*U Eaeement Propw.tl Curb and Cufler SURVEY DATA PROJECT LOCATION Proposetl 9' Wlde 3ltlawalk SURVEY INFORMATION PROVIDED BY: PART OF SO OF SECTION 20, TOWNSHIP 121, d' S' 7' METER ROHLIN LAND SERVICES RANGE 23, AND 1 SLOPE 13" PER FT. 214 MIN. Doh -ms ulNfy eeexnmd >• mann IAac 705 181 AVENUE NE PART OF SY4 OF SECTION 27, TOWNSHIP 121, BUFFALO, AIN 55313 RANGE 2S. 111-2 WRIGHT COUNTY, MINNESOTA SEE PLATE 704 MIN: FEBRUARY 12, 2019 4" THIGH, 5' WIDE CONCRETE CURB e BENCHMMRNS (PROVIDED BY OTSEGO CITY CONCRETE SIDEWALK ON A k 8 BITUMINOUS MAT CUTTER PLACED ON - - ENGINEER. HAKARSON ANDERSON. INC. LEGAL DESCRIPTION � APPROVED SUBCRADE•••• APPROVED SUBGRAOC c c mm. DATUM): (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29• WIDTH I SEE SURVEY. a.b, loan rw h OAR& ume.e •In.mne TNN. FAST 510E OF COELL IME, IST HYDRANT N OF 1. ST., .-.2...D92p.00 D APPROVED SUBCRADE 30' WIDTH -114 and a �hq bl Ibex an/ I0.od fol h .lam, wlwe elA•rnS• helcefe4 OR SPIKE IN PP. NW QUADRANT OF OGREN ono aepx(G,p r/pnl-er-mYlln•. •e Mom AVENUE MD CO RD ]B, ELEV-948.08 I � w me pbE �r \, ,\ rwnw1%%` Y \ •\ , `) 1 ,\ 11•') 1 \ � _�-.\-Tet-\.__>.�_T..• `_ .+_,-_ _ .-. , L) 1\ . \ \, 1 \ 1 i� T \\ \ ,\I 1: t t, \ ` \ •-� 1 'i I� •. , ' 1'111 moi- , .,. ATCHLINE Sheets C1A/C1.6 -l••.v��iZ�i�aa'-' ata�r�-rtY.11'1 1111,1 \. I \ 1A\.`,��•�\,l•• ••• 'IN I 1 Al `\ 1^ - W �n yam \ 1111: L3 z >m Ia .I1 CO 1111,'1\ OVERALL LAYOUT AND PHASING PUN C1.1 -C 1.7 C2.1 -C2.7 1 y'•�'f{N ,\ •`�� ^^ A,, - ... `ry �� I ` ..( `.IT- � 1 1\11\. 6l, A '1 '� �..`.r•". 8F7J7 MF. �•� 1A . I- • A`- 1 YID l "' l_.._:r. �crN r _._.__,i1 ., 91e.m: •. C7.1-0.3 Rill[ �[�1 [g Sm INDEX OF CIVIL SITE DRAWINGS: CO C1.0 OVERALL LAYOUT AND PHASING PUN C1.1 -C 1.7 C2.1 -C2.7 PRELIMINARY PUT GRADING AND DRAINAGE PLANS C3.1 -C3.7 `.IT- � C4.1 -C4.7 •MATCH LINE Shoots C1.6 I C1.7 1 YID l "' l_.._:r. �crN r _._.__,i1 ., 91e.m: •. C7.1-0.3 Rill[ �[�1 [g Sm INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PUN C1.0 OVERALL LAYOUT AND PHASING PUN C1.1 -C 1.7 C2.1 -C2.7 PRELIMINARY PUT GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTIUTY PUNS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5 .1 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1-0.3 DETAILS CLIENT: VHF INVESTMENTS, LLC laid AVBNUC N. PLYMOUTH, IAN 85118 ryet) Tae � IeN V toa 1e (9 W % 6 iu- 2: C BE I w Ca W � GGGW Z < O D. 16 ke Ri a O1 Q zfi I E zl S R� g FILE NO. 00715 C1.6 P,hmincty PIGt 1 E%ISONG P.I.D. NS PROPOSED LOTS WETI AND DR INFATION CLIENT+ IIB -500-280-•101 E%ISTING HOME LOTS - 2 LEGEND PACE LAYOUT: 118-1B0-000-010 NEW HOME LOTS - 121 RJFORIATION PROVIDED BY: VHF INVESTMENTS, 118-500-ZB4-ROD TOTAL PROPOSED L07S - 123 LOTS PAD A WEILBOX B2 SERWCES, INC. _. - U1.11np T- Lina C1.1 C1.2 LLC 11B-SOD-27}_RDD PHASE 1 - 27 LOTS NIMBALL, MN 59]53 sEmAGK -- -- EMallnp Walmnd Boundary t 1B-BOD-ZB4-Ret PW 2 - SJ LOTS- fflONi TARO JS FT EXISTING ZONIIJG PHASE 3 - 38 1475• SIDE R/Vr ]5 R - - - - &IAlnp PAY floe C1.3 01.4 pLYM01rfH�MN efa4e PHASE 4 . 25 LOTS ,p 510E INTERNAL 10 FT A-1 AND A -2 REAR YARD 20 R - _. ExblMq ER..m.nl AGRICULTURAL -COMING NOME LOT: Lt, 08, 2ND AOON ARTEROL R/W 85'T HCNRYHA - PROPOSED ZONING 'EXISTING HONE LOT: L5. 81, 3RO ADDN Cd.11n9 9.undary LM. .C1.5 C1.6 Oea)ve-1e,R RESIOENTML SINGLE FAMILY PROJECT OF -1- - ---- Pmp...d St -1 PAV fl1 LI, B1 4� LI -L2, 81 GROSS DENSITY: IM LOTS/AC IDT DETAIL Prap-d Lal Una 0 JO 100 U 1.1 LI -LIS. B2 41n Ll -1$ B] IIOML Lon B3 - MW01.7 1M LI :Ll B] 4th L5, 04 (IG / -ID _._. '+ �+ W 2nd L1 -LS. B1 H=•Ip NET DENSITY: S33 LOTS/Ac Pmpos.d S.tbaak CRAPNIC SE- IN FEET �y O 2M LI -L5, BR L,mAL Mms / "'MG7 Prwpo..d "U &-.tRnd LI -L11, 83 3rd Ll -L10, BD (NR ARG -Goss ARU lMtecc 'A' - Rull R) IG' 20 D - D IB' Z R 2nd LI -LS, 84 41n Lt -LB, B4 (Iaa / saaa) u -i •- -^-^ -•-•- -- Prap...d Curb and Culler �- I - 2nd Lt -Le, os 41n LI La m ¢ SURVEY DATA PROJECT LOCATION = d Q 2nd LI-tS B6 MINIMUM LOT REOUIREMENTS Prop -d 5' Kid. Sld.wolk Jld L2-L5, BI R-4 LOT MINIMUMS: SURVEY INFORMATION PROVIDED W. PART OF SEI OF SECTION 20, TOWNSHIP 121. Jrd Ll -l8, BZ LOT ARG 12,000 SF 5' 7 I SLOPC t 2X MIN. d.na0e antl uldlry..a meth dr Mown rnua.• MEYER RONMN LAND SERVICES RANGE M. AND W R 3rd Lt -LI t, B] LOT YAOTH-INTERIOR T5 FEET /3" PER FT. 708 lel AVENUE HE PART OF SVlf OF SECTION 27, TOWNSHIP 121, Q Jrd LI. B4 LOT WIDTH -CORNER 100 FEET .� C BUFFALO, LIN 35]13 RANGE R3. = C Q LI. LOT DEPTH IDD FELT J WRIGM COUNTY, MINNESOTA Z O f GR AREA MAX BUILDING COVE- 30% DATED: FEBRUARY 12. 2019 SEC PLATE 704 R -I LOT MINWUMS: 4" ICK. S' WIDE CORER TE CURB 9 BENCHMARKS (PROWOED eY Of5EGO Gtt Lu p D 92A0 ACRES LET AREA 18,000 SF CONCflRE SIDEWALK ON A 4 0 BITUMINOUS MAT CUTTER PLACED ON END M. HAKANSON ANDERSON, INC. LEGAL DESCRIPTION co e _ APPROVED SUB.8-•.•• APPROVED SUDCGOC PUBUG STREET 60' R/W LLOT OT KA CORNER 1]0 FEET (ERHC11 SIDE) o NGVD Z9 M1U1/): SEE SURVEY. Z Q O 4 IFNGTN - B,BZO FT C CUSS 3 GRAVEL OAS[ (MOpIFIC.) M' WIDTH LOT OEM 150 FEET ' INN. EAST 510E OF OOELL UNE 151 AREA - 1242 AC (INCLUDES 75TH ST., IMAX BUILDING COVERAGE 304 ReMp 14oD rxf M wWrA unlet oM.rwh. OCEAN AVE, AND 701H 9.) D APPROVED SUBORAOE 30' WIDTH NdkM.d .nd pinNO 1lino and 1400 HYDRANT N OF . WITH ST., RM0 O OC W • ADJUSTENTD TO 133 FEET DEPTH xl M Malo, RR SPINE IN CP, D pUAER - 4 OLREN OPEN C_ppCE REQUESTED DUE TO EXISTING PARCEL �`- "- and adfvMMY rlYnl'o/-wy IM.a n. .nom 28,79 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH I I I .n b1. pIRL I I AVENUE AND CO RD JB, ELEV-848.08 b9 a� seas€ e I I I dad -tp •', rz lzE•r- �w, 8! II �. 'e•n ws ","' �, w ••=�=`'j`^� ''er,.. �llll �y I1 �a a A( 'I I 1 , I� r °'.•' I .' �. 1 - rte_ 1 r ,•L- _ wP mom_ - 5 . Vi' C ^ , dl I V . _ o m M Ls. Bs� • SII 1- l Il_ I I ` L7. 83 I ' 41n V' I I ' S 3 1 p, 02 !• I I �i 4, 921 ; I� 1� �I� ' • L1. B3V •� x; �1.2• � I i I' I 13• �, � L!, B3 4Ln�6 '�iln ._ 4UI �' sF zo.933 41n 4N 41n L5, B3 B] S p9 i D j1 �Ip 4lK 19, ' , 12.150 SF ; 9 12,(50 SF ( ' 12,130 SF ' I -I �1 oos s ' d1 1 uh ' li 1I ;u,1sx sF , tx,lso sF, I lz.lso u4so sF ' �I , p. I. x----------- 4 - - ,J_ C 1'-__---�-J I'( +---�---'J i, 1 ---1.'_--� 'r` -------r I L.-.-_'---•...�L,,. L...� I � 1 w.;, - I ' m 1-' ', hpO... 'e I,f y,,,P.•'.!. ,� :`.�m w.r, -i. �- -'- --- _--'-'- _---/ ,rY,' .tt ......_, I �'�II' L_i ..1 I l 14j" V j I i .i '2 RRa9e rn3'="' - ----- ---_ _- •}-� /1 III IIIn '.SLI.. � • I ,.- wa is is handiAve.i �.W... o .:.•--- •� 1 m -r'' a tai A - 1u.aR -_-.1v'S?1I �gbl' il..T;� -- ,•_,�`'' LfIII, ---!.0_ V/ . •c;L�44. 1n0BSSF ,\' III � �I ), IL( L3, �B\S L.__._.J'iJ5TI 147�4l9s' I`I \ I'SX,I �` ^�•IW~l� YIIi -L..1.4._1�6nl4Cy,�Ii�p�Ii r1` LZ4_ 1n0 4 4lnL3. BS .. II ...... SF •,i .h(`.] �.byy3III'` �� U$r ,ya-T-_fA•b { `# `'! rmoi` ,V-,b-'''�'"�i'•\\��_-_- • _-_1-' - - X,2._._.1iI.. I_1Ik. 20.790 20.778 SF 20,79 I 407 ,• •�. :Ir_L III p - Rip r - I ' L 1 1 m 1 `thy `I I -r, - r'I•I' lT I uCi N N .III'i'izw 00 .1y ; i -,.J, lI. I I',• L 1 ^ ry I: - -- -• ,A_ -w,. :, f, ' '� I I ,i: 1 �_�:t I �'a:: I I I n � !I ! `'71 p'I :J 4-1FJ-hll 1�1 � 3••� I'I I n�U INDEX OF CIVIL SITE DRAWINGS: RLE NO. 00715 I F LI I I CO PROJECT LOCATION ID P C7.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C 1 C4.1 -C4.7 STORM SEWER UTILITY -C3 7 SANITARY AND WATER ILIi1' PUNS �I i I -LI I 1 11 IS C5.1-05.2 STREET PROFILE PLANS 1 I I I I <-_ • LANS C6 STORM WATER POLLUTION PREY. PLAN fl I C7.1 -C7.3 DETAILS Preliminary Plat RA R DN NODE•'"r� SURVEY DATA PAGE LAYOUT: cuENr I SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTFACTOR SHALL SCHEDULE THE SGILS ENGINEER VHF INVESTMENTS, ,I'D SPECIFIGTIONS FOR OTSEGO, IAN, AND THE LATEST TO FMILBATE CERTIFICATION OF ALL CONim"o, FILLS IN A SURVEY INFORMATION PROVIDED BY: MINNESOTA, BE ENT Of TRANSPORTATION SPECIFICATIONS 71MELY FASHION. DENSIN TESTS SHALL MEET THE FOLLOWING: ,AEYER ROHUN LAND SERVICES C2, T C2.2 LLC FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A WRHIN III[ UPPER 3' OF STREETS. THE GRADING 70B Tri AVENUE NE FRCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE VOHIN BUFFALO, IAN 55]10 2. OSHA RMOREIAENTS SHALL BE FOLLOWED FOR ALL WORK ON Ix OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY L,1 3 4 u/a¢urtl AVlNUC N. THIS PROTECT. THE STANDARD PROCTOR TEST -ASTM: 0-688 WITH DATED: FEBRUARY iR, 2019PMOMTH, LIN 3. THE CONTRACTOR SHALL NOTIFY'COMM STATE ONE CALL' AB COMPACTION MEETING WOX STANDARD PROCTOR DENSITY /eANn OR HOURS PRIOR TO ANY EXGVATION RI -B00-252-1106.1 AND NOT EXLEEDWC THIS COMPACTION BY MORE JINN IX. BENCHMARKS (PROVIDED BY 01=0 CITY VO)23WINnY N90 A. THE CHADINC CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER X. COMPACTION SHALL NECI 9SS ENGINEER, MNANSON ANDERSON. INC. C2.5 C2.6 T°a)sae-,e1v ELEVATIONS OF UNDERGROUND MOUTIES WITH UTILITY STAADARO PROCTOR DENSITY. AND BE VIIMIN JX OF THE NOVO 29 DATUM): COIAPANIFS PRIOR TO ,JAY CONSTRUCTION. ANO IMMEDIATELY OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NDRtt THE ENGINEER OF ANY CONFLICTS. BE 0.11. INH, EAST SIDE OF ODEL LANE, IST S. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE. AS B. GRADING TOLERANCES FOR THE HEMMER OF THE SITE O 50 ADO t30 U SEOVENLED O.W.BSHALL BE 0.25'. HYDRANT N OF 75TH S.. ELLV-925.0D A SILT FENCE 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED RR SPIKE IN PP, NW QUAGMNT OF OGREN C2'7 CRAPHAC SCALL IN FEET Z B. ROCK CONSTRUCTION ENTRANCE ABOVE THAT CANNDT BE CORRECTED SHALL BE LOCATED IN THE AVENUE AND CO RD 38, ELLY-948.06 O¢ R C. DEMOU'r N FIELD BY THE GRADING CONTRACTOR. iME CNADING CONTRACTOR 0. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTItt THE ENGINEER OF THESE AREAS ANDLEGEND E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS 70 THEIR SI2E AND .-ON. PROJECT LOCATION D. I W P AN). 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OH = F- O O 6. FINAL PUT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE IN ALL TIMES, PART OF SQ of SECTION 2e, TOWNSHIP 121. TYPICAL HOUSE PAD •v.o d1Alnp Spvl flevvlNan UI W 2 DIMENSIONS. 12. THE GRADING CONTMGTOq SHALL KEEP PUBLIC SLREETS AND RANGE 20, AND dMlJn9 Canlvur e 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. ONLY CLEANING AT Y°'r c Q AOIACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PEIAFORMED, ESPECMLLY PART OF SWj OF SECTION 27, TOYINSHW 121. W D- [C GRADING CONTRACTOR AT THE END OF EACH DAYS WORK. MMGE 2J, GARAGE'A ..+.._•,..•.�•�• dlxlln0 ir.. LIns = O ❑ 0. EPOSWN CONTROL MAINTENANCE SHALL BE PERrORMEO BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. VIRIGHf COMM. MINNESOTA pp,7 SUGGESTED GARAGE FLOOR ELEVATION GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED fBWO SUGGESTED BUILDING TYPE - - - -- EKIaINp Welland Bountivry Z j 2 DOCUMENTS OR AS DIRECTED BY THE ENGINEER, iOLLOWED BY GRADE UNLESS OTHERWISE NOTED. LFpxt> LOWEST FLOOR ELEVATION .. dl.11ap St.- Bel.r W a ALL NEGESSMY RESTORATION OF DISTURBED ARG. THIS WORK x5. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION ext! LOWEST OPENING ELEVATION W ❑ SHALL BE INCIDENTAL TO THE GRADING COMto PACT. PER CRY STANDARDS.�.-.-._ SEE SURVEY. FB - NLL BASEMEN '- PraPved III- Sar r Z J 0 2 FBIO - FULL BASEMENT LOOKOUT .nue Pmpeud Spat DaVallvn G ❑ FOND - NLL BASEMENT WALKOUT Q F- MLWO - MULTI-LEVEL WALKOUT -e.- P,.p... d CI01wr = Z O +1 - ADJUST 1 BLOCK UP C u+ Orlv.PaY GrcM O) .- -- -- -. _ •, r �y,, L _ lei L 3 75th5treet \`-------- a_ l -_. 'H_. __._ _ iA 7Fa ul g�zl aF :> ! I - lr'- ,n- _ •-- _ _•_ -- •_•_•_•_ _ _• •_ _ L! �••-, (. _ _. II'(1 J �• A U I I-- ate. a _ L 1 N k .ems --•P �.p SM�-fir--' 1 :;^t ,P , ' �,.� _ � .�' ei' �: ,�`�' rl y €� � s �' 4, a% ��_ -. , _ y.T d�..w..�t- •r '> A Ao...-.: .•r^ -y -,�•_ iC8 - - I i N_i _ --- - -� - - s� 3 4IG8'1'Dl 0]44x1 v 41, � I 9jz _ ,rli ' b'ejw yF r' I I �M I]>.> 1 i 0n0 I -Ixal NWAI 1e /x1a ISu IxxA 4 LP eA VINS at.. !MI • \I �. \ Y. �iS:S' 1 I 1 LfIx4/ r.,. -LFIW I LFOxAa LFIdxA ' wIRIx40 Y IFI]tI tFIi0.I NI -FBWO I PIANO oewD ' Pewo F6wo ,/fes x•nA' I I I Feto co Pe 0.1 , I' Ixal IxU Ixi.e ( 4 �jf/ ..I-. 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I� }i l 1 1 I I� _--. _ i i 'I i' I I, � - p p { 4 it 9 G 1 A ' � ' I 1 �, 1 - 1 `.--•. °1 N Mu/1 IO ��' r r SII �, e I N� _ e o¢oII Lilt - - � I � ._� _ p-� - - ._J ._._.ay:A._�_._I >Ae• -nul s-- 'r`aG'v I. __ a ..-� ;_..__ 9 ............ w L _..st .>a C • t,. � ��NM � � ii Vt I I 0 I (_ I ..._ _ rAx .�.i.9e01. MpE}e.�.�.S4L�• SLB -._ _- 01 _laiialPl°ai4j � I�/��• S _ I - , - ) rl-� �'.__� -•-' �- MATCH LINE Sheei C21/C2.9 MATCH LINE Sheets C2.1/C2.4 '�'• � 1 urs L r 7 1 I I I'I x = INDIX OF CIVIL SITE DRAWINGS LE ;7y ? /Ja°°C i ✓ -5 Y -( r �+ _ _ I _ -JL I - Lb0 POROJECT LAYOUT �TIOANO PHASING PLAN I I _ Fl NO. 00715 VERALL .r- rt -+•-A I _ - I I'/aLtl xzA I aA. C71 -GILT PRELIMINARY PIAT N C2 1 95 ' 1]4x. - III ' +SBA:,-. I 0x41 LP LI FeWo. - FetO BLO FBLO oBlO "' un n I o C3.1 -C3.7 SANTARY A1 D WATERCUTIUN PUNS STORM SEWER UTILITY PLANS STREET PROFILE PUNS STORM WATER POLLUTION N PREV. P UN Grading and DETAILS Drainage Plan N TFC. BENERA GRADING NC NOTES SURVEY DATA PAGE LAYOUT: cuENr: I. SPECIFTCATI I S APPLICABLE FOR THIS PROTECT: CURRENT D. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS IN STANDARD SPECIFICATIONS FOR TRANSPORTATION IAN• ANO INE LATEST TD rACIFASHI CERTIFICATION ST ALL SHAM TILLS INA SURVEY INFORMATION PROVIDED W. VHF INVESTMENTS, MINNESOTA DEPARTMENT OF TIWISPOMATION SPECIFlCATIQNS TIMELY FASHION. DENSITY TESTS SNAIL MEET THE iOLLOWINC: IAEYER ROHLIN LAND SERVICES C2.1 C2.2 FOR HIGHWAY CONSTRUCTION AND ALL NPDM REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS. THE GRADING NE LLC EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUTAENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN BUFFALO, IAN ]OB tel AVENUE UE ME 2. OSHA RFCUIREMENTS SHALL BE FOLLOVIED FOR ALL WORK ON 1R OF INE OPTIMUM MOISTURE CONTENT AS DETINEO BY 1nele Ova AVeNul N. TBS PROJECT. THE STANDARD PROCTOR TEST-ASIAI D -G93 WRH C2.3 C2.4 ]. THE CONTRACTOR SHALL NOTIFY 'COMER STATE ONE CALL' 48 COMPACTION MEETING IOD% STANDARD PROCTOR OENSITY DATED: FEBRUARY 12, 2019 PLYMOUTH. AN ee44e HOURS PRIOR TO ANY EXCAVATION f1-100-253-11ad AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1R. BENCHMARNS (PROVIDED BY Oi5EC0 CRY 4. THE GRADING COMRACIOR SHALL VCPoFY ALL LOCATIONS ANO RELOIV THE UPPER 3'. COMPACTION SMALL MEET 95% MlNRY HANSCY ELEVATIONS OF UNDERGROUND DRUMS WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE END NEER. HAIW50N AHOERSON. 010 82.5 82,6 Rn)aaeneto comPANIES PRIOR M ANY CONSTRUCTION. AND IMMEDIATELY OPTIAUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NSVD 29 DATUM): NOTIFY THE ENGINEEN OF ANY CONFLICTS BE 0.1'. TNM, EASE 510E OF OpLLL UNE, 15i 5. EROSION DOMRDL SMALL BE CONSTRUCTED, AS APPLICABLE. AS B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE HYDRANT N OF 75TH DEL ELANE9IST m 50 1. 150 � SEQUENCED BE LOY` SHALL BE 015'.iiii A SILT FENCE. IQ. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED RR SPINE IN PP. NW QUADRANT OF DOM GRWNIC Sri11E RV FEET 2 B. ROCK CONSTRUCTION ENTRANCE. /.ROVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE AVENUE AND CO RD 30, ELEY-IPLI 1 0 � C. DEMOLITION FEW BY THE GRADING CONTRACTOR. TIE GRADING CONTRACTOR D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY ME ENGINEER OF THESE AREAS AND LEGEND d to O. E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORIATON AS TO VCR SIZE AND LOCATION. PROJECT LOCATION � F W Pte)• 11. TIE GRADINGACTOR SHALL PROVIDE POSITIVE DRAINAGE ON � B. FINAL PW SHALL GOVERN FOR USEMEMS AND LOT TiE SITE AT CoALL TIMES. DART OF SFf OF SECTION 28, TOWNSHIP T21, r <.,, t EdvOnp Spot Elavallvn = W O Z DIMENSIONS. 12. THE GRADING CONTRACTOR SINLL NEEP PUBLIC 51REETS AND RANGE Z3. AND TYPICAL HOUSE PAD V 1. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL NAYS CLEAR Or SOIL AND DEBRIS. DAILY CLEANING AT P-' - Fslvpnp Conlaur AQUCEM PROPERTIES SHALL DE CONSTRUCT BY THE THE CONSTRUCTION ENTRANCE SRALL BE PERFORMED. ESPECIALLY PART OF SW+ OF SECTION 2], TOYMSHIP 121, Q GRADING CONTRAFTOR AT TME ENO OF CON DAY'S WORK. RANCH 23, _ EvlvOnp Trov U. Q e. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. VlRICM COUNTY, MINNESOTA _ GARAGE G ` •"�~-„ _ O GRADING CONTRACTOR. AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS AGE AT FLOW UNE AND FINISHED pap•] SUGOUSTED GARAGE FLOOR ELEVATION --- - -'- EWallnp WlDand Bountlory W p DOCUMENTS OR AS DIRECTED 0Y THE ENGINEER. FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. POW* SUGGESTED/111.0111 TYPE Z > u Z ALL NECESSARY RESTORATION Or OISTu BED AREA THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION LPeaf.' LOWEST FLOOR ELEVATION " " Evivllnp Slorm 5awvr u1 Of❑ m Q SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CRT STANDARDS. p... LOVIEST OPENING ELEVATION _._.—._.— propved Sl— S.—Z ,J 0 ED ED SEE SURVEY. FBLD �NLLAPM MOMENT LOOKOUT WENT•""' Propoesd Spot Devalion Q p FBWD : NLL &ASEIAFNT WALKOUTPnpoeed Contour = Q MLWO MULTI LEVEL WALKOUT .o. C it ADJUST 1 BLOCK UP:++ pdvewoy Grade -�< 1(I I(.•' `I j nNz, `. �) Ae�mi 3w; •j, Ir � I {1� I •� f... J ' t491.04.... ._,_.-.-.-.-.-._._._Aw .—.—.,'].._.—._.—._.—._.—. .—._.—._.—._.—._._+_.R.— — _fk._ — _ _—.—._._.�._•_.—._._� .^ XA 1 i 1 !•[; f E 6S� 1 _ y J e1 Al tit :�3 wiWg 3 iii i \AA t�`\`\111111 tit\\1`,• '�`\.',. '`,.ti"`,` ev i' ``\\{\ `� a"' �I 1 '(. ,Q�'a h m��qR �'v '. y, !\:\'\`'t tT'I�,L •,�•`: _":\\�.,',•P�.' �' 1 ;/ _ ` 4A� r1 1\ \". I a �r•R� ` ` `, \ 1, ` `t'i F',', `. 1 -.• ,� � `.` .,R„ P,«,T.S �1 \ 1, �, 1' . 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P It l l I , 1 , 1 \ . Ir' n �`I I malaWtxuEl�c ..n+ „vv, 1 \ ! I SI A C2.1 -C2.7 GRADING AND DRAINAGE PLANS �`1 L .1,.1 �•`••• «" ,i ,'1 \,,' t ' ,`••\ ,.... I\ `ub't+l., ;�,t' ��, I \FYI I (i C3.1 -C3.7 SANITARY AND WATER UTILITY PUNS I 2.2 ' * I-1 t• _ \, •(^I / I f 7 / TM1 1', 1`\�`•�:•'� `• ` 1`\ a 1 . ```\ , `/, C4.1 -C4.7 STORM SEWER UTIUlY PUNS t/ 1(,\ \ '\ '\ I 1 C5.1-05.2 STREET PROFILE PUNS & I \ \ \. 1 ` It 1 I C6 STORM WATER POLLUTION PREY. PLAN Gr*ding and till,, C7.1 -C7.3 DETAILS Dr*in*ge Plan CLIENT: 1. SPqu GRADIIN5 NOTEB� 'F AL m N 'oTc�• SURVEY DATA PAGE LAYOUT: I. STAN TI01J5 APPUGBLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE STILL ENGINEER VHF INVESTMENTS, STTANBART SPECIFIGCONS FOR OTSEGO, MN, ANO THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FOL INA SURVEY INFORMATION PROVIDED BY: MINNESOTA DEPARMEM OF 1RANSPORTAMON SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: MEYER ROHUN LAND SERVICES GZ.I C2.2 LLC FOR HIGKWAY CONSTRUCTION AND ALL NPOES REQUIREMENTS A WITHIN TIIE UPPER 3' OF STREETS, TI1E GRADING ]OB I.L AVENUE HE EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN BUFFALO, MN 90313 2. OSHA REOUIREM S SHALL BE FOLLOWED FOR ALL YORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS OEFING0 BY `„1.3 G2,4 uew wrd AVINUe N. THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D -e98 WITH DATED: FEBRUARY ,2, 2019 PLYMOpTH,,AN ee14e 3. THE CONTRACTOR SNALL NOTIFY *GOPHER STATE ONE CALL- 4B COMPAMION MMINC 100% STANDARD PROCTOR DENSITY HOURS PRIOR TO AM DIGVATON ft -B00-292-1186.) AND NOT EXCEEDING THIS COMPACTION ST MORE THAI) 1%. BENCHLNRKS (PROVIDED BY OTSEGO Cltt rHO).... to 4. THE GRACING CONTRACTOR SH1LLV RIFY ALL I-GUION AND BELOW THE UPPER 3', COMPACTION SHALL MEET 9S% ENGINEER, 4MMSON ANDERSON. INC CZ.S C2.6 Pw)ap ELEVATIONS OF UNDERGROUND URUTIES VAIN UTILITY STANDARD PROCTOR DENBIY, AND BE VlITHIN 3S OF THE NCV) 29 DATUM): COMPANIES PRIOR TO ANY CONSTRUCTION. AND IMMEGIATELY OPTIMUM MOISTURE CONTENT. GRADING TOIEFANCES SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS, BE 0.1•. TNH. EAST SIDE OF ODELL LOVE, IST 5. EROSION CONTROL SHALL BE CONSTRUCTED. M APPLICABLE, M B. GRADING TOLERANCES FOR THE REWINDER OF THE SITE HYDRANT N OF ]STH ST.. ELLV.B2400 0 SO 100 150 SEQUENCED BELOW: SHALL BE 0.25•. U A SILT FENCE. 10. ALL AREAS OF UNSUITABLE $011 FOUND IN THE 11 DESCRIBED RR SPIKE IN PP, N1V gUMRAM OF ocREN G2.% GP.IPNIC SCALE /N FEE, O 2 B. ROCK CONSTRUCTION ENTRANCE ABOVE THAT CANNOT BE CORRECTED BNALL BE LOCATED IN THE AVENUE AND CO RD 30, ELEV.94545 G OE40MION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR D.COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE MCAS AND ¢ a E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE VIDE INFOR"TON AS TO THEIR SITE ANO LOCATION. PROJECT LOCATION a PIAN), 11. THE GRADING CONTRACTOR SHALL PROVIDE POGO- DRMNAGE ON 1 E}I.U.G Spat V-Uen = Z • 2 B. FINN. PIAT SINLL GOVERN FOR FASUAEMS AND LOT TIE SITE AT ALL TIMES. PART OF SEI OF SECTION 28. TOWNSHIP 121, TYPICAL HOUSE PAD V UI Q DIMEN610NS. 12. THE CRADnG CONTRACTOR SIMLL KEEP PUBLIC STREETS AND RANGE 23, AND -" - - --- Ed.tln9 Cw/eur p ]. AM EROSION CONTROL REAS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL MD DEBRIS. DAILY CLEANING AT PART OF B OF SECTION 27, TOVlNSHIP 121, = 4 C ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ERTRANCE SHALL BE PERFORMED, ESPECwLLY RANGE 23 GRADING GO M"" AT THE END OF EACH DAY'S WORK. WRIGHT COUNTY, MINNESOTA. GARAGE G .3 B. EROSION CONTROL MNNTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLflION, psp.T SUGGESTED CNUCE BOOR ELEVATION - _ _ EAI.IIAD Welland Bound.W W p GRADING CONTRACTOR, MD REMOVED AN PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ME AT FLOW UNE AND HNISHEO FBWO SUGGESTED BUILDING TYPE Z O 2 DOCUMENTS OR AS DIRECTED BY THE ENGINEER. FOLLOWED BY ME UNLESS OTHERWISE NOTEM LPpsa] LOWEST FLOOR ELEVATION „ .. dl.tlnp Sterm Sewer LV LU O C ALL NECESSARY RESTORATION OF DISTURBED MEA THIS MINK T9. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION p2L> LOWEST DPENING ELEVATION O Ia SNALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CRY STANDARDS. -•-•-•--- Prop..d Storm Sew, SEE SURVEY. M . FULL BASEMEN MLO . FULL BASEMENT 1DOKOUf •'u10 Pmpo.ed Spot FJevallon Q p MWO . R.U. BASEMENT WALKOUT •Y. G� IALWO . MULTI LEVEL WALKOUT -"'� Prvpwad Contour .L 1 . 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I,.I -p�wg v/� 1 }c I", i � JOSN� �,�A � .� �,h .N. �' 'lcC'T- _ _ I.I I • Y�2Go�, �, i r w l ._, S �LU 1.- .- .-.-.- - -- -•-- 'i' -,--- - - -•- .-. G- •r,- .IGhT. cT w .'r' •• ,. �m•1 1.:° Sg-1 I " `' L MATCHUNE Sheets C2.3/C2.5pPWCYh _`, INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 - CO PROJECT LOCATION PLAN A� C7.1 C2.7 GRADINNARY G AND DRALAYOUT INAGE D PHASING PIAN 2 3 - - _ -_ _ LAWS t/ .. .. A, ;NiFi\ -...-�C/n•` 1' � Cq,tC4.7 STORM SEWER llREtt PIANSR UTILITY P'1 .1-05.2 STREET PROFILE PLANS DO .v l,; ggq'll,'L! ' 0 TER POLLUTION PREY. Pa+„ 5 • .� ' C7.1 -C7.3 DETAILS WA OUge A PLAN Gra and Drainage Plan NDTF=•- mE= SURVEY DATA I. SPECIFICATIDNS APP"MLE FOR THIS PIT ECT-. CURRENT STANDARD ""CIFIGT"I'S MR OTSEGO. IAN. AND THE LATEST B. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACIIIiATE CERTIFICATION OF ALL CONTROLLED flL15 INA RIDE SURVEY INFORMATION PROVIDED BY: MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: TAUTER ROHUN LAND SM/ICES FOq HIGHWAY CONSTRUCION AND ALL NPDES REOUIREMENTS EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. A WITHIN THE UPPER 3' OF STREETS, THE GRADING CONTRACTOR SNALL UTILIZE APPROVED SOILS THAT ME YIRHIN ]OB Tal AVENUE NE BUFFALO, MN 55313 2. OBRA REQUIREMENTS SMALL BE FOUOYIED FOR ALL WORK ON THIS PROTECT. IF of THE OPTIIAUM MOISTURE CONTENT AS DEFINED BY THE STANDARD PROCTOR TEST -ASTM: D-088 WITH DATED: FEBRUARY 12, 2019 3. THE CONTRACTOR SHALL NOIIFY'COPHER STATE ONE CALL' 48 HOURS PRWR TO ANY EXCAVATION (1 -BOD -252-1166.) COMPACTION MEETING 1008 STANDARD PROCTOR DONSITY AN NOT EXCEEDING THIS COMPACTION BY )ADRE LIMN 1X BENCHMARKS (PBOVIDED BY OWED 0 CITY 4. THE GRADING CONTRACTOR SHALL VERITY ALL LOCATIONS MID BELOW THE UPPER 3', COIAPACNON $HALL MEET 951L 3.5 OF THE ENGINEER, HANANSON AIIDERSON, INC• ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR 10 ANY CGNSTRUMION. AND IMMEDIATELY STANDARD PROCTOR OENSRY, AcnA01NLIRHIN OPTIMUM MOISTURE CONTENT. T..RAW SHALL NGVO 28 OANM): NOTIFY THE ENGINEER OF ANY CONMICl$. BE OX. TNR, G$t SIDE OF 0 ELL µ1E. IST S. EROSION CONTROL SHALL BE CONSTRUCTED. AS APPLICABLE, AS SEQUENCED BELOIW B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.25'. NYORMR N OF 751H ST., ELN -9264D A. SILT FENCE. 10, ALL ARES OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED RR SPIKE IN PP, NW QUADRANTOF COACH B. ROCK CONSTRUC RON ENTRANCE C. DEMDLN N C. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE FILO BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AND CO RD 3B. ELN�948.06 a. COMMON EXCAVATION (GRADING)• SHALL IMMEDUDELY NOTIFY THE ENGINEER OF THESE AREAS AND E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE Pte) PROVIDE IN RNATION AS TO THEIR SIZE AN. LOCATION. 11. THE GRADING CONTRACTOR SHALL PROVIDE POSIINE DRAINAGE ON PROJECT LOCATION B. FINAL PIAT $HALL COVFRN FOR EASEMENTS AND LOT DIMENSKINS, THE ME AT ALL TIMES. 12. THE GRADING CONTRACTOR SHALL NEEP PUBLIC STREETS AND PART OF $fj OF SECTION 28, TOWNSHIP 1R1r RANGE 23, ALIO 7. ANY EROSWN CONTROL REMS NECESSARY' TO PROTECT TRAVEL WAYS CLEAR OF MR. AND DEBRIS. DAILY CLEWING AT PERFORIAED, E=PCCULLY ppRT OF SOL OF SECTION 27, TOWNSHIP 121, AOMCENT PROPERTIES SHALL BE CONSTRUCTER BY THE GRADING CONTRACTOR. 7HE CONSTRUCTION EMRMICE $HALL BE D 0i DAYS ,YORK. AT THE EN EACH RANGE 23. WRIGHT COUNTY, MINNESOTA B. EROSION CONTROL MNMNNCE SHALL BE PERFORMED BY THE GRADING AND REMOVED PER THE CONTRACT 3. ALL SILT FENCE SHALL DE REMOVED AT PROJECT D FINISHED ARE AT FLOW LINE AND FINISHED 14. ALL PROPGSSS TS OR DI THE EN D BY R DIRECTED or THE EBBED AREA. THIS WORK ALL NECESSARY RESTORATION OG DISTURBED ARG. THIS WORK ALL NECESSARY CON GRADE UNLESS OTHERWISE T MAN 15, ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION StMLL BE INCIDENTAL 10 THE GRADING CONTRACT. PER CRY STANUAPOS. SFE SURVEY. LINE Sheets C2.1 / C2.4 .8. ---I es� G c I' c WD WO Ll LPoS'tLFI1H.1- Bww n91 p N� -I- P MATCH LINE Sheets C2.2 ly 1 1 �; _ .. ...-r(• _ gyp•~, L.'f''."•!_'L� _ _ 4F "kLP91L4. IA 1 I `11 . r /J/TJ. , ti �tK ; 01a�..� 1.... .---'•. iw� .NErvujY 1' , to 'DRY x / �,/A •ti? aASN MTa 57 -ORM WATER • : ; BOTTOM -906.0 oun.ET-9oe.o 5A5/N 100YR HWL-911.9 111 1�r• I MATCH LINE Sheets cL47 C2,8 �6 8I F., nae U6 e, nD9a I WIN DATA' SOTTOM-B7e.0 OUTLET -879,0 100YR HWL-879.9 AAI, `1 xtA , I rr. I ,, B ' � y � =" � . f '• 111 1 ,1 `1 t ', MATCH LINE Shasta C2.4 / C2.6 PAGE LAYOUT: 42.1 C2.2 C2.3 C2.4 C2.5 C2.6 O 30 LOO Iso C2,7 GRAPHIC SCALE IN FEET LEG ND TYPICAL HOUSE PAD GARAGE G B20] SUGGESTED GARAGE MOOR ELEVATION rBWO SUGGESTED BUILDING TYPE LFF92L] LOWEST MOOR ELEVATION L] LOWEST OPENING ELEVATION FDNFL BASEMENT FBLO . FULL EASEMENT LOOKOUT MLWO FULL BASEIAEM WALKOUT MLlVO MUL11- (LEVEL WALKOUT +1 � ADJUST 1 BLOCK VP 1 11 WXA 2HLLBAY xr.,�' 1 , mNarc2 CAwE x4vr zM)31 `y1,1 11I ✓ A, a Edslin8 SPPt aevPliPn "" 'APA " ExMlln9 CPnf6w �...w....... EXIAMB Tree 1166 Etlal.S W�U.d Ba ., r. .. EN•IIAG SI"m a.., -•-•---•- Pmpaed St.- Serer •.>x Prapwed Spat V. -R. -•-- Propwed CORIa6r DH y G'." ; II•1 \cel i ,11 ,1` It/:u 1 •` r I 1 / �/ � �I -.. 6onM A, `'I a INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C7.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PUT C2 - 2.7 GRADING AND 1 1 V 1-23.7 SANITARY AND WATIERC LANS C3,UTILITY PLANS j\ '•` C4.1 -C4.7 STORM SEWER UTILITY PLANS 11 / C5.1-05.2 STREET PROFILE PLA14S 1 C6 STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 1466641"AAMUG., PLYMOUTH. MN 95446 H2 ..'all ryn) ve. U 0 2 O y ¢ a a (7 w z W ZLu 1 p Z Q) r Q Z I) O = W Q O ILD W Oc 0 (V g?Y F S „�R Y I� a FILE N0. 00715 C2.4 Grading and Drainage Plan 1. SPE L CAl A01Nf NOIGc -I. 1. SSTAM AlIONS APPLICABLE FOR THIS PROJECT: CURRENT 9FTTO FAMOING CONTRALfOR SHALL ALL CONTROLLED THE SOILS EFIGINEEP SURVEY DATA PAGE LAYOUT: MINNESOTA SPECIFICATIONTIMENTFOR B15EG0, IAN, AND THE LATEST TO FACILITATE N. DEIUTION ST ALL CONTROLLED FlLLS INA SURVEY INFOPoA MON PROVIDED BY: VHF INVESTMENTS, MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DEIJSITY TESTIS SHALL MEET THE FOlL01YINC: NEVER ROKUN LAND SERVICES C2.1 C2.2 FOR HICHM CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3, OF SMEEIS, THE GRADING 70B fsl AVENUE NE LLC OC WHERE VOMITED BY THESE CONTRACT DECUMENES. CONTRACTOR SHALL MRSIZE APPROVED SOILS THAT ARE WITHIN BUFFALO. MN UE N 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON IS OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY 1HIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-890 WITH C2,3 ()2•¢ sgrd AVBNUe N. J. THE CONTRACTOR SCULL NO11FY 'GOPHER STATE ONE CALL' 48 COMPACTION MEETING too. STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2018 PLYMOUTH, MN ss44a HOURS PRIOR TO ANY IXGVATON (t -B00-252-1188.1 AND NOT IXCEEOING THIS COMPACTION BY MORE THAN 1K. BENCHMARKS (PROVIDED BY OTS CITY 4. INE GRADING CONTRACTOR SHALL VEPoFY ALL LOCAT10 ANO REUDW THE UPPER 0•, COMPACTION SHALL MEET 95S HENRY NANSeN ELEVATIONS OF UNDERGROUND URIUTIES WITH UTILITY SEANDMD PROCTOR DENSITY, NAD BE WITHIN ]S OF THE ENGINEER, MAX NSON Al GERSON. INC. C2.5 C2.8 pea) xaenetB COMPANIES PRIOR TO ANY CONSRUCIION, AND IMMEDIATELY OPpm m M OISTURE CONTENT. CRAOINO TOLERANCES SHALL NGVO 20 CATUMJ: NOTIFY TME ENGINEER OF AMT CONFUCTS. BE 0.1'. , FAST SIDE OF OOELL LANE. IST 5. EROSION CONTROL SHALL BE CDNSIRUCIED. AS APPLICABLE, AS B. GRADING TOLERANCES FOR THE REMNNDM OF THE SITE INN. N OF 78TH DEL ELLV-929.00 0 30 x00 150 H SEQUENCED BELOW: SHAU. BE 0.25'. A SILT FENCE. 10. ALL ARES OF UNSUITABLE SOILS FOUND W THE PAD DESCRIBED RR SPINE IN Pp NW OUAOPNlT OF OGREN C2.7 W B, ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED 514LLL RE LOCATED IN THE AVENUE AND CO RD 35, ELFT=918.08 GRAPHIC SCALE IN FEET Z O OEMOURnN FIELD BY THE GRADING COMPACTOR. THE GRADING CONTRACTOR Q 3 D. COMMON IXCAVAMON (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR 51ZE AND LOCATION. PROJECT LOCATION LEGEND 4 R PUN). 11. THE GRADING COMPACTOR SHALL PROVIDE POSITIVE DRAINAGE ON W 6. FINAL PUT SHALL GOVERN FOR EASENI MS AND LOT THE SITE AT ALL PRIES. <pJ.p x O OINENSIONS. 12. THE GRADING COMMCTOR SHALL KEEP PUBLIC STREETS AND PART TE 23S SEI SECTION 28. TOWNSHIP 121, TYPICAL HOUSE PAD - EKbBn9 Spot Derofi°n V W bs 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. ONLY CLEANING AT PART OF SWI OF SECTION 27. TOY/NSHiP 121, _ G1i11np CA^lout VLLI a C ADJACENT PROPERTIES SMLL BE CONSTRUCTED OV THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED. ESPECIALLY PARTE 2], GRADING CONTRACTOR. AT THE ENO OF EACH DAYS 1VORK, WRIGHTCOUNTY, MINNESOTA. ._-...._.._..... EKMVnB liee Uns () G B. EROSION CONTROL MAMENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. GARAGENA.-N- GRADINGO REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELWYA71ONS ARE AT FLOW LOIE AND FINISHED SUGCESTEOGARAGEflAOR ELF/ATIONDOCUMENTS OR AS DIRECTED BY THE ENGINEER• FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. SUCCESTED BUILDING TYPE - Dd.Unp Wetland B°und°ryALL NECESSARY RESTORATION OF DISTURBED AREA THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION LOWEST FLOCR ELEVATION „ �. E.MIIn9 51°rm S.WBFWSHALLBE INCIDENTAL TO THE GRAING CONTRACT. PER CITY STANDARDS. LOWEST OPENING ELEVATION W .0 SEE SURVEY. -•-•-•-•- Prop..d St- S.... i ail a 1 .. +I---- 2 0 L7 FO - FOUL BASEMEN FBLO . FELL BASEMENT LOOKOUT • wn prop ... d Sp.1 Ei.V011°P ¢ a FBWO - FULL BASDAEM WALKOUT Q F MLWO - MULTI-LEVEL WALKOUR mow- PF°p°..d C°nt- +1 - ADJUST t BLOCK UP Q ui OWww,n GwtlB 8n7lMsos.0 SfUKMWA/tK. \ ' • cY I 0YR HW -911 MATCH LINE Sheets C23 / C26 °� �Ta • "' 100YR HWL-911.5 MATCH LINE Sheets C2.4 / C2.6 \, ` ^ "ww..-----..�+.www�www� G -1 A`��'. // '.. LPnOiP ,•.- VPN.]`` R I � I ,i ,rrra 1 ( I 12aJY 1 11` I I I I 1 I I 1 I 'Yp$� A '�I• I _Y� oS I- naaF •.mz�eo.:� �nu9 Bae e1ol B12 4rO K,( � 2§��BY��c, nm _ _ 1 I FY-'`ronaU 9ua 1 uaoT3 1 �'Sf 3 g IFB1Ba I - , • Y m� T-1 I i .IFop.e . LPa9Es I;1iL LPBna 'I 4.TD ae.1 11? B n `IYV ...,Ewa mMIA op .. nu"- ' .''`µ �•B R`. I •+G / M x9a _ i I p G ; '.G Y." S ,I ,L l y oys� $ IM;•. y+.. ,_jl�°.'j e-4-•.--•�81�6--T-�_T__.� - - - ` 0\A. -r --F -• - - �= - � W 3 1 G PPMof 1 r G B� ml Bfi '�rl• I Ppb,` , I BPB I -.. A° ,F➢10.f. I +4p1P iriaB I � BiBo4.9P...I •°\LflAO I 1wp,YB ,,, B1, qp -BlZ -�=•r n 9 �_ _ .._..._._. xrl' sn - nTae '_,- •n. - - - •-•.-P.Ip ��= � � • N .x..lA_ i NnV• I °sV--xF�< - ,,.. (� �' i 1 FL n' 7 - f1u°_ _.. __ � � � 1 L 111 E -17A! -CS i INDEX OF CIVIL SITE DRAWINGS: tae No. 00715 •1 1 CO PROJECT LOCATION PLAN II 1 C7.0 OVERALL LAYOUT AND PHASING PLAN •1 I 1 C7.1 -C1.7 PRELIMINARY PLAT 1 1 I E PLANS C3.1 -C3.7 SANITARY AND WNG AND ATIER UTILRY PLANS 1 1 t C4.1 -C4.7 STORM SEWER UTILITY PLANS C2.5 1 1 C5.1-05.2 STREET PROFILE 1 ; CS STORM WATER POLLUTPLANSION PREY. PLAN Grading and C7.1 -C7.3 DETAILS Drainage Plan f.ENERAL r.RADwc. uDTEs� cwERAL rfteD ur. SURVEY DATA I. SPECIFIGTI014S APPLICABLE FOR MIS PROJECT: CURRENT STANOMD SPECIFICATION FOR OTSEGO. MN, AND THE LATEST 9. THE CNADINC CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS INA O = MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFlGTIONS FOR HIGHWAY CONSTRUCTION AND ALL NMES REQUIREMENTS TIMELY FASHION. DE14SIN TESTS SHALL MEET THE FOMOI4IRD; A WITHIN THE UPPER 3' OF STREETS, THE GRAOINC SURVEY INFORMATION PROVIDED W. SURVEY ROHMN LAND SERVICES BEYER708 UCEPT WHERE MODIFIED BY THESE CONTRACT DOWMEWS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON GO OR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN IS OF THE OPTIMUM MOISTURE CONTENT AS DETINED BY I.I. AVENUE NE G7. I KI, IAN UE RE 13 THIS PROJECT. 'COPH[ft THE STANDARD PROCTOR TEST-ASTMI. 0-600 WITH DATED: FEBRMMY 12, 2010 3. ME CONTRACTOR SHALL NOTIFY BATE ONE CALL• 48 HOURS PRIOR TO ANY E%GVATION (1 -BOD -252-1168.1 COMPACTIIN MEETING I.E. STANDARD PROCTOR DENSITY AND NOT EKCEEDINC THIS COMPACTION BY MORE THAN 1S. BENCHMARKS (PROVIDED BY OTSECO CRY 4. ME GRADING CONTRACTOR SHALL VERIFY ALL LOCATION AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% ME ENGINEER, IIAKANSON ANDERSON, INC. ELEVATIONS OF UNDERGROUND UTILITIES WITH MFUTY COUPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY S ANGNtO PROCTOR DENSITY, AND BE WITHIN 3.5 OF OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NGV/ 29 DATUM): NOTIFY ME ENGINEER OF ANY CONFLICTS. BE MI.. SIDEELLLANE, 1S t E Or (D MH, EAST ST 5. EROSION CONTROL SHALL BE CONSTRUCTED. AS APPLICABLE. AS SEOUENCEO DOLE. B. GRADING TOLERANCES FOR ME REMAINDER OF THE ME SHALL BE 0.25'. HYDRANT N 75F ST.. ELL A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN ME PAD DESCRIBED RR SPINE IN PP, MW QUADRANT OF BIGGER M ROCK CONSTRUCTION ENTRANCE C. DEUOUTION ABOVE THAT CANNOT BE CORRECTED SHALL BE LEGATED IN THE FINT FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV�948.06 D. COMMON EXCAVATION (GRADING). E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPEPROVIDE SHAD. IMMEDIATELY NOTIFY THE ENGINEER OF MESE AREAS AND INFORMATION AS TO THUR SIZE AND MICTION. PROJECT LOCATION 11. THE GRADING CONTRACTOR SHALL PRGWOE POSITNE UMIHAGE IN 6. FINAL)PLAT SHALL CWERN FOR EASEMENTS AN LOT DIMENSIONS. ME SITE AT ALL TIMES, 12. ME GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND PART OF SEI OF SECTION 28, TOWNSHIP 121, RANGE 23. AND >. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. ONLY CLEANING AT TI1E CONSTRUCl10N ENTRANCE SHALL BE PFRMRIAED, ESPECMLLY PART OF SW 0 I F SECTION 2], TOWNSHIP 121, ADJACENT PROPERTIES SMALL BE CONSTRUCTED BY ME GRADING CONTRACTOR. AT THE NO OF MR DAYS WORK. MAGE 23. WRIGNT COUNTY, MINNESOTA B. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY ME GRADING CONTRACTOR, AND REMBUED AS PER ME CONTACT 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. 14. ALL PROPOSED ELEVATION ARE AT FLOW LINE ANO FINISHED DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY ALL NECESSARY RESTORATION OF DISTURBED AREA THIS WORK GRADE UNLESS OTHERWISE NOTED. I5. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION SHALL BE INCIDENTAL TO ME GRADING CONTRACT. PER CRY STANDARDS. SEE SURVEY. VMATCH LINE Shwts C2.4 / C2.6 " 'k,• '//�\Mar n�\ 'it ��- ��,� ' h I- G � 1 g �9Aa ,pry • 'I 1 ED j <1 1 m 1F w� 91a4s \\ 1 1 1' 9A4 \ I� I 1 , r ' I � I r I ' G) PAGE LAYOUT: GUENn VHF INVESTMENTS, C2.1 C2.2 LLC C2.3 C2.4 1111141ed AYBNUEN. P. -UTA, MN qHe C2.$ C2.6 lie 1WHIIN EN B 58 IBD Iso O C2.7 GRAPAWC SCALE W FFEF � 2 LEGEND � ¢ o_ TYPICAL HOUSE PAD GAPAGE G us0> SUGGESTED GARAGE FLOOR ELEVATION FBWO SUCCESTED BUILDING TYPE LFP2L] LOWEST FLOOR ELEVATION I.> LOWEST OPENING ELEVATION 11 ML; BASEMEN FIN. BASEMENT 1001f011T FBY10FULL EASEMENT WALKOUT LIM a MULH LEVEL WALKOUT +l � ADJUST 1 BLOCK UP ''IIFIi MATCH LINE Shsetts C2.6 / C2.7 ~ )1 - 1 6• I , n-, o EAh0A9 Spa( Elewfton = � � U O O = 4MIIn9 Contour p 1 , ` `, yii• p.J -- -- -.- -- F hft Welland B -d., 'J O , ,r Exlallnp Storm Sower LL W e nj -•-•-^•- Pwpv.d SI.- S.., Z 2 a._ -j Q F p -w- Prapae.d Canlour = W .0 D W w Cnd. O O W 1r a �5 a.' Cl; te ''IIFIi MATCH LINE Shsetts C2.6 / C2.7 ~ )1 - 1 6• I , n-, o EAh0A9 Spa( Elewfton = � � U O O = 4MIIn9 Contour p -- -- -.- -- F hft Welland B -d., 'J O , ,r Exlallnp Storm Sower LL W e nj -•-•-^•- Pwpv.d SI.- S.., Z 2 2 •+++^ P,.P .d sp.t aswlbn Q F p -w- Prapae.d Canlour = W .0 D W w Cnd. O O W r •65'SY' t a.' Cl; z Y �I / a I S INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PUN C7.0 OVERALL LAYOUT AND PHASING PLAN Ci.1 -C1.7 PREUMINARY PUT C2.1 -C2.7 GRADING AND DRAINAGE PUNS %Y/11 C3.1-03.7 SANITARY PUNS AND WATER U ■`/G C4.1-04.7 STOTORMMS SEWER UTILITY PUNS C5.1-05.2 STREET PROFILE PIANS C6 STORM WATER POLLUTION PREY. PUN Grading and C7.1 -C7.3 DETAILS Drainage Plan rixEnM GRenNc vorE9� F R L - .D c DTr�• SURVEY DATA PAGE LAYOUT: CUENr. 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE CAPPING COMPACTOR SHALL SCHEDULE THE SOUS ENGINEER MINNESOTA DEPARTMENT OF TP,WSPOR ANON SPECIAND E CAT OVISE WESTTO TILIEL FASA IH ON EROENFASItt TESTSTION OF ALL SHILL MEETLTMEFIi0LLLS 0,YIAC. SURVEY INFORMATION PROVIDED BY: VHF INVESTMENTS, FOR HIGHWAY CONSTRUCTION AND ALL NPOES REQUIREMENTS A. WITHIN THE UPPER 3' Or STREETS, THE GRADING MEYER RONUN LAND SERVICES C2.1 CL.2 LLC EXCEPT WHERE IAQpInED BY THESE CONTRACT DOCUMENTS CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WRHIN 708 lel AVENUE NE 2. OSHA REQUIREMENTS STALL BE FOLLOWED FOR ALL WERK ON 1% OF THE OPTIIAUM MOISTURE CONTENT AS DETINED BY BUFFALO, IAN 55313 THIS THIS PROTECT. THE STANDARD PROCTOR TEST -ASST: D -69B WITH C2.3 C2.4 -Al AYONu6 N. 3. WE CONTRACTOR SHALL NOTIFY 'GOPHER STATE ONE CALL" AB COMPACTION MAEETING 1DOX STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2018 PLYMDMTH,MNee++e HOURS PflIOR TO ANY EXCAVATION (1-800-252-1166) AND NOT ETCEEDINC THIS COMPACTION BY MORE TINN 1%. BENCHMARKS (PROVIDED BY 015EG0 CITY A. INC GRADING CONTRACTOR SNALL VERIFY ALL LOCATIONS AND BELOW THE UPPER J', COMPACTION SHALL MEET 95% NeNRY NANaGN ELEVATIONS OF UNDERGROUND UTILITIES WITH MlLltt STANDARD PROCTOR DENSITY, AND BE WITHIN 3S OF THE ENGINEER, FIAKAlISON ANDERSON, INC. CZ.S C2.8 Dw)z]eAeto COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELYOPl R,UM MOISTURE CONTENT. GRADING TOLERANCES SHALL NOVA 20 mmu): M NOTIFY THE ENGINEER OF ACONFLICTS. BE 0.1'. H. FAST SIDE OF ODELL UNE, 1ST S. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS B. GIADINC TOLERANCES FOR THE REMAINDER OF THE WE TANTE-L EADRANT NOF 75TH ST., ELEV-92800 C 50 100 f SEQUENCED BELOW: SHALL BE 0.25. . V A. SILT FENCE. 10. ALL ARES OF UNSUITABLE SOILS FOUND IN THE PAD DESCRC2'7 IBED RR SPIKE IN PP, NWQUADRANT-OGgEN EAU Z B. ROCK CONSTRUCTION ENTTANCE. ADM THAT CANNOT BE CONNECTED SHALL BE LOCATED IN THE CRAPNK SCALE IN FEET C C. DEMOMION FIELD BY THE GRADING CONTRACTOR. THE GRADING COMPACTOR AVENUE AND CO RD 35. ELEV�9+e.0e Q D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF WOE AREAS AND rb R 0. E SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORIAABON AS TO THEIR SIZE AND LOCATION. PROJECT LOCATION LEGEND = F ■ m PLAN). 11. THE GRADING CONTRACTOR SHALL PROVIDE POSIIWE DRAINAGE ON p 6, FINAL. PUT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL YA ES. PART OF SE{ OF SECTION 20, TOWNSHIP 121. TYPICAL HOUSE PAD • '-• Ed.&, Spat E -II.R DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND RANGE 23, AND _-___ __. ]. ANY EROSION CONTROL ITEMS NECESSARY TD PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS, ONLY CLUNING AT pAM OF SWI OF SECTION 27, TOVlNSHIP I21, mA - ExNllnp Contour i ? ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SMALL BE PERFORIAED, ESPECIALLY PALACE 23 W d C GRACING CONTRACTOR AT THE END OF EACH DAYS WORK. ..�.-, &INDnp Tree U.. Q C: 0. FA0510N CONTROL MNMENANCE SHALL BE PERFORMED BY WE 13. ALL SILT TFNCE STALL BE REMOVED AT PROTECT COMPLETION. WRIGHT COUNTY. MINNESOTA GARAGE G = O ppp.] SUGGESTED GARAGE FLOOR ELEVATION GRADING COMRAGTOR, AND PENQKD AS PER THE CONTRACT tA. NL PROPOSED E.EVABONS ARE AT FLOIV LINE AND FINISHED FBWO SUGGESTED BUILOINC TYPE - - - - E,IeIIPp Welland BOundpry Z j 2 DOGUM NIS OR AS DIRECTED BY THE ENGINEER. FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. LFp2L] LOWEST FLOOR ELEVATION ALL NECESSARY RESTORATION OF DISTURBED AREA THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION 02f.] LOWEST OPENING ELEVATION '• Ed u.0 Sh- Sewer Lu IMO e C SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CITY STANDARDS. SEE SURVEY. AR e FULL BASEMEN -•-"-•-"- PFpp,ed Slortn SaweF Z � 2 FBLO FULL BASEMENT LOOKOUT ..ua Pd mp...Spat V -1f.. C O FBWO = NLL BASEMENT WALKONT Q 1- MLW MULTI-LEVEL WNNOUT -p-d Cp I- = Z Q +1 ADIUST 1 BLOCK UP Q DHvewy crone I I I I I I I I ( I w ,I ---------------------------- Em N I I r i1 i i i i , i i I e� I I r �� •-��i II N 9. 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A . % . �'.,.yy��,rr••�• .:' ,~,- ^"< c p) / .i L- -}' I 1 I ( n\..__ .. '�''e _. _.. _ _, I'• . _. -...-_._.x-1_ \':/ �1 ik) I L_ . �+ I^. J..✓ - sr A•A ;' � t)��..i.vA...'.�'..Av.-•.,�.��:.�µi.��.h.. /•..� .^5 J� {,\ 1J 'L .R .I,O s•J A A •i i I J�L Y ....�.,. I � I `b`I 1 , gam- __i_I1 p� 1 I' •.L r \ ;aac�Q .11+'.._ � 't L, ^ I So,. ) I I J- I V, t 3 -IH.L'33 N -W -PVI -I'\ 'Uf.t, a (n'••- �� , i I INDEX OF CIVIL SITE DRAWINGS: RLE NO. 00715 CO PROJECT LOCATION PLAN S .I I:I 21:7 1.OVERALL LAYOUT AND PHASING PIAN III I" L \ I i- I I 21.-C7.7 PRELIMINARY PUT C2.1 -C2.7 GRADING AND DRAINAGE PIANS /�/� r'( C3,1 -C3.7 SANITARY AND WATER UTILITY PLANS / G ti( ; LLI I I \ 04.1_CA.7 STORM SEWER UTILITY PIANS `v/ I I I C5.1-05.2 STREET PROFILE PLANS {I; I C6 STORM WATER POLLUTION PREY. PLAN Grading and c7.1 -c7.3 oETAlts Drainage Plan GENERAL UTILITY NOTES ---- 1. SPECIFICATIONS APPLICABLE FOR IRIS PROJECT: CURRENT STANDARD SPECIFICATIONS 12. INE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO rACIUTAIE CERTIFICATION OF FOR ME CITY OF OTSEGO AND WE LATEST VERSION Or ME MINNESOTA DEPARRAUT OF MMSPoIITATM SPEtlFIGRMS FOR HIGNIVAY CONSTRUCTION AND ALL MPG NMES ALL CONTROLLED FIDS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET TIE FOLLWNG: REQUIPE.ENTS OICEPT MOTE HEM; MODIFIED BY MESE DOCUMENTS. 2 OSHA REWIREMEMS SHALL BE FOLUBOED FOR ALL SARK ON THIS PROJECT. h YAMIN ME UPPER 3' OF STREETS OR PAYMENTT, ME GRABING CONTRACTOR SHALL URLUE APPROVED SOILS THAT ARE "MIN I% OF ME OPTIMUM MOISTURE CONTENT AS GGMCTDR SHALL NOTIFY GOPHrR STATE ONE CALL IB HOURS PRIOR TO ANY 3. WE TRA DCAVA110N. DEFINED BY ASAI D-698 STANDARD PROCTOR TEST MEETING TO. STANDARD PROCTOR DENSITY AND NOT EXCEWING THIS COMPACTION BY MORE MAN 1% BELOVI ME UPPER A. ME CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND3', UIURES O TH URUTY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY GEMPAGGCW SMALL MEET 95% STANDARD PROCTOR DENSITY AND BE YAWIN 5% OF ME OP71MUTA MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT ME ENGINEER OF ANY CONFLICTS. S. ME CONTRACTOR SHALL PROTECT ALL EIOSIINC UTUIIEG AND FACIURFS TO ALLOTS SHALL NOT BE CONSISTENTLY HIGH OR LOVI. E SITESHAM.15. B. GRADING TOLERANCES FOR ME REMAINDER OF THE SITE SHALL 8E 0.15. G PROPER FUNCBONM OUTING AND AFTER CONSTRUCT_;. ANY REQUIRED SUPPORTING STRUCTUPES SXALL BE SUPPLIED BY TH CONTRACTOR AS YIORK INCIDENTAL TO ME 1]. ME OYM SHALL PAY FOR ALL IESRNG OF SOILS ANY VOUCH FAIL TO MEET WE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY ME OWNERS ME CONT. e. ME CONTRACTOR SHALL IMMEDIATELY NOTIFY WE ENGINEER OF ANY CONFLICTS BETSECN TESTING AGENCY AT ME CONTRACTOR'S EXPENSE BE INSTALLED AT ELEVATIONS AS DEFINED GN EXISTING UTILITIES AND ME PROPOSED CONSTRUCTION. WE ENGINEER N1LL COGRDINATE IA• SANITARY SEWER AND MTENMAIN SHALL THIS PUN YIAIERIAAN 10 BE INSTALLED TIM MINIMUU ].5' OF COVER). MAINTAIN 1.5 FOOT M1M WE UTILITY COMPANY IN QUESTION TO DETERMINE ME NEED FOR RELOCATION OF ME URUTY. SEPARATON BEVEEN SEVRR AND 1'IATERMAIN. OUSTING ]. EMSTING OMOITIGNS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTFIED 1S CONTRACTOR SHALL PROVAE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR BY ME CONTRACTOR AND WESE SHALL BE REPORTED TO WE ENGINEER PRIOR TO EXCAVATOR BY THE CONTRACTOR. ONCE CONSTRUCTION HAS HEWN, ALL DAMAGE 10 SARI MBOOT TEMPORARY TRAFFIC CONTROL CONSTRUCTOR ADJACENT TO TRAWL VIAYS OF ME DEPTH OF EXISRNG UNDERGROUND UTUIIES VALE BE ASSUMED TO HAY BEEN CAUSED BY ME fANTRACIOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION UTILITIES LISTED ON IS PUN PRIOR TO ORDERING OF ANY n1RNGS, STRUCTURES, CASTINGS, ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT ME CONTRACTOR'S EXPENSE ETC. ENGINEER AND O1MM Vat NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ME ESTMATED. 8 FINAL PUT SHALL GOVERN FOR EASEMENTS AND LOT UNES. 9. ME CONTRACTOR SHALL COORDINATE YAM IIIE LOCAL JURISOIC110N TO OBTAINPEPIAtiS 17. CITY INSPECTION IS REQUIRED FOR WE SANITARY SEWER MO WATER SERNCE AND METER FOR VIAM SERNCE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO ME IB. CONTRACTOR TOC ALL REGULATORY AGENCY PERMIT C FOR PERMITS 18. CONTRADKIN CONTRACT, INCLUDING DISPOSAL Or TEST WATER INTO ME CITYS SANITARY SEIVER SYSTEM. ME CONTRACTOR SHALL NOT OPERATE CATE VALVES OR FIRE HYDRANTS ON ITS CONMAC OBTAINED BY THE OWNER AND FOR PERMITS _STAINED C ST GENERAL CONTRACTOR. AND MR 19. ALL CORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION UTILITIES MUST A. ME CAVES WATER SUPPLY NOTIFY 10. ME CONTRACTOR SHALL NOTIFY RNC Cltt CNGINEER AND PROTECT ENGINEER 46HOURS20. PRIOR TO STARTING %WRK OR AS REWIRED BY THE LOCAL JURISDICTION OR BE SUBJECT AI Go TERM 10 WE CITY OF OTSECO STANDARD SPECIFICATIONS MO RETAILS ANDAR CHIMNEY SEALS SMALL BE INSTALLED ON ALL SANITARY SEVIER MANHOLES PER CITY DUALS 308 ANO'310, TO BEING SHUT DOW. 11. ME CONTRACTOR SMALL PRESERVE AND PROTECT ME MARKERS AND MONUMENTS SET FOR ME SUBDIAMON OF ME LAND. CLIENT: SURVEY DATA PAGE LAYOUT: VHF INVESTMENTS, uLYf"L'w IMMUU>N I-0 ORMARN -CESCD C3.1 C3.2 LLC TDB 1.1 ..BE HE BUFFALO, NN 55313 _ARG: FELMLARY 12, 201B C3.3 C3.4 vivinourn�Mn couB BENCHLWq(G (PRONGED UBOuoxBY Ot5EG0 c u".'cw NCNPV NA-119caFER�HNLwsoN A, INC3.5 C3.6 Ops)ve.nm 1NN, WT MOE GF OOELL UNC, 1ST MURINE N OF 751H Si., ELLV-92BA6 N PP, "W W ODADRANF OF aCgCN 0 lO0 JO FJD (F.V _U M10 OD RD 18, CILV-DIA06 G3.7 CRAPHH, SCALE IN FEET PROJECT LOCATION y a PART OF SEI OF SECTION 2B, TOWNSHIP 121, RANGE LEGEND ?J, `p 3 AND PART OF SMVI OF SECTION 27, TOWNSHIP t ExlpliSenly Sef o J 121, MANCE M. I GIv11nqnq YlebrlarMelnwer cu WRIGHT COUNTY. IAINNESOTA pP w..PU.q Sbrm Saw.r -j- O S < } LEGAL DESCRIPTION - ► - P, I'll snnite y s.w.. f Prope.ad Ylnler Meln W } • Propwad Gab Valve Z i O SEE SURVEY. Ht - PreP..., St.- Sawa. IlJ W O < F H Prep -d Fl,. Hydrant k OV O e ti l Z Q O GO = Z W O D) Ca -)mss.'- 8a It 1 M i y e nw amf ~R4PU Cie � i 2 f _`. 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Halm° I I �: \ ► \ x ' ��x I I I I rznh-pa.r S• M I I I I `,Y' I I u„> ' ' "Y•. .,.,.n I nL> �• G a2o.7 r' osaE G7 G` oea7 na> I I G ae ^ I I C' oeaa G fOWO -0 nv OBE_ I I P9Wq I I POW_- I I 11 pBWq I I ppyyQ I I FOWO I IfOH.7 LPn1.i LFOH.e LPOYAA Vnl> FPWO FBWO LFBBOS ._ MPOs0.7 I I Oe0.7 n0.> PBWO OP' LFIBed I' I LP020.6 7S BeOA 9sas RRm• I>] •BG - a� S Fy (ES=glp � i I i 031.7 .p.>4> I I 9aaT 1L7 I I I2L7 \ I[(Mq•eoi)1 ( ;i /•1 I W L___ J L __ (-�- ti -per- --� ----- rte- I I -1 r---- r--- j I MATCH LINE Sheets C3.1 / C3.4 MATCH LINE Shoots C3.1 / C3.3 I i ' i �• i i i I' i I I 40 INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 I CO PROJECT LOCATION PIAN C1.0 OVERALL LAYOUT AND PHASING PLAN I11II I I 9nd - _ I '• .y:ae I J _ _ _tFoflR7 I I ,LrfifWq I' I _ LApfOD A. M ' I I L faBi0., JJiUnBA , FI C7.1 -C17 PRELIMINARY PIT Ia of. C21-2.7 GRADING AND DRINAGE PLANS 1 S C3.-/TLITY PLAN C3. 1 W.) .. _- p- °,n"><wu>..o C '_,.. II G_ G- IIL .. ••• ..-_jI 'o•u' _ IT /, II . . -1I1 1I IIL .;,, � - �l- IL C&1 C52 NRMG CORWATER EY. PLAN R IEPOPLILAUNTSIOPNUPRE IL MM,yRPMIyvPx.II4Lp C67.1 -C7.3DETAILS SOWifery and Water �Sea�n 'i ___ _. --.G. ___.-JjI �a. ---_JI �IL_._ _JI ___-- _J1I --I• _ _� Utility PIOFl GENERAL UTILITY NOTES 1. SPEEFACATONS APPLICABLE FOR WIS PROJECT: CURRENT STANDARD SPECITCATIONS FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATWS FOR HIGMAY CONSTRUCTION AND ALL MPGA NPDES REWIRDAVITS EXCEPT WHERE HEREIN MODIFIED BY THESE DOWMENM 2. OSHA REWIREMENIS SHALL BE FOLUSBEU FOR ALL WORK ON THIS PROJECT. 3. WE CONTRACTOR SHALL NOTRY GOPHER STATE ONE CALL AB HMS PRIOR TO ANY ELCAMON. /. WE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTUTES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUC110N AND IMMEDIATELY NOT" THE ENGINEER OF ANY CONVICTS. O. TIE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITES TO ALLOW PROPER NNCTIQNNC CANING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO TIE CDHTRACT. 6. WE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER U ANY CONFLICTS BE EN EMSTNG UTILITIES AND THE PROPOSED CONSINUCTION. WE ENGINEER WALL COORDINATE WITH THE UT UIY COMPANY IN WESTON TO DETERMINE THE NEED FOR RELOGATKIN OF WE E65TING UTIUTY. 7. EMSTNC CONDITIONS SUCH AS SAND IN MANHOLES OR VALK BOXES SHALL M IDWIFUED 6. FINAL PLAT SHALL COWRN FOR EASEMENTS AND LOT URM B. WE CONTRACTOR SHALL COORDINATE LWW WE LOCAL JURISDICTION TO OBTAIN PERMITS AND UEtER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INDDENTAL TO THE CONTRACT, INCLUDING GISPOUL OF TEST WATER INTO WE ETYS SANITARY SEWER SYSTEM. THE WNW ACTOR WALL NOT OPERATE CATS WALKS OR ME HYDRANTS ON WE CrIYS WATER SUPPLY SYSTEM. IC WE CONTRACTOR SHALL NOTIFY WE 01 ENGSAVER ANO PROTECT ENGINEER 18 HOURS PROR TO STARTING MW OR AS REWIRED BY WE LOCAL JURISDICTION OR BE SUBJECT TO BONG SHUT DOL'N, 11. WE CONTRACTOR SMALL PRESERVE AND PROTECT THE MARKERS MO MONUMENTS SET FOR THE WBDIMSION OF THE LAND, 12. WE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACIUTA7E CCRMCABON OF ALL CONTROLLED FULLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FO AMC' A WITHIN WE UPPER 3. OF STREETS OR PAVEMENT. WE GRADING CONTRACTOR SHALL UBLME APPROVED SOILS THAT ARE 1WTHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTIA D-690 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MME THAN 1X BROW THE UPPER 3', COMPAC110N SHALL MEET 95X STANDARD PROCTOR DENSITY AAIB BE WITHIN SX OF WE OMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE CONSCRENTLY MGH OR LOW. B. GRADING TOLERANCES FOR WE REMAINDER OF THE ME SHALL BE 0.15'. 13, THE OWNER SHALL PAY FOR ALL TESTING OF GOALS COMPACB014. ANY AREAS WHICH FAIL TO NEST WE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY TIE OWNER'S TESTING AGENCY AT WE CONWACTOR'S EXPENSE 14. UNITARY SEWER AND VIATOWM SHALL BE INSTALLED AT ELEVAT NS AS DEFINED ON THIS PLAN (WATERMAIN TO BE INSTALLED WIW MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT SEPARATION BETWEEN SEWER AND WATERMAIN. 15, WITH �ACTOR WALL OTTEMPORARY TRAFFICCCO TEMPORARY ZONE LAYOUTS UD MANUAALEOED IN DATEC C20LPANCE 3L1FOR REQUIRED FOR WE SANITARY SEVER AND WATER SERVICE MPLY IWN ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS AND FOR PENUITS WTAINED BY THE GENERAL CONTRACTOR ED AND MATERIALS USED FOR CONSTRUCTION OF URURES MUST BY= STANDARD SPECIFICATIONS AND DETAILS ALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY SURVEY DATA 5U°lYE. N.N. AW1D SCC.I-DBY: 70D 1.1 AKNUC NE BUFFALO. UN 55313 DATED: FEBRUARY 12. 201° UCNCNLMRKS (PN -ASG BY OTSEGO CRIT ENGINEER. HAKANSON ANOERSON. INC NGVD x9 DATUM): TNM. EAST 510& OF OOELL UNC. IST N NAND N OF 75tHBR AKNSSE IN aAUNAANr .1 CA E AND LO RG3d -AM. RFN PROJECT LOCATION PMI OF SEI OF SECTION 28. TOWNSHIP 121• RAN. ?J, AND PART OF SIVE OF SECTION 27, TOWNSHIP 121. -BE 23. WRIGHT COUNTY, MINNESOTA. SEE SURVEY PAGE LAYOUT: CLIENT: VHF INVESTMENTS, C3.1 C3.2 LLC C3.3 C3.4 PLYhIOUTH. FAN 65444 HENRY HANSEN C3.5 C3.6 veal xaFan 0 50 100 ISF C3.7 w GRAPHIC -lE IN FEET O y (L � � 1 \ \ ..•I •F'Y I r ri_ - --_ .�,-,,;.n.l l - - '. _ _ ViCMvUM1�\ f ..\ � 'L�1\ pP , -A F ifA '")T- . I AI yr 1 swa ..... \ v ...b]_„ CS PROP s e70D R' 05 pg0p-x cawmlarls - ` f I \ \ (aA) j�` B B.- i ✓ri`i..e10.0°p n[°Plp1lm \ \ 1, - - •pL„CUS ` _--- .r 1: - _- - Vie, O.�✓ � \ �1� \\ \ Y( � \, '`•,, "'•. LieiiP I � LiuA - 1 , i i '\ 1 \\ \ \ `` ,, ''�; ''•.. I MORWY /a � I _ L� c 'aa'Rw° ° /y� '\ 1�` 1 \ j \\\ \ `\ . �xy `\\� � •\ � / / `,\ `\;t 1 9ilf \ L O \ '\ •\, \ \\ 1- 1 - i - IBRO-}}ee,.�ro• I�-1 � (axq / � � 1 \ \, \ \\ \ \ \ \ ` \ \ \\ \ I \ 1 IN t `, Y�cl \\ ►I v \ m FIiwD MA Po- l 1 � J_ 1 � 1 y V`� I i \, �� \. � 11 _. •� L lPOxOA l 1 t 1 t 1 , 1 Pxae - X(69 -u w.n (e•M v _•• 1 %\/�JM�ET •\ �\ . `. x ,I-�1ID. 111 !- ' 'T 1 `\\ ' \` 1' it 1 \\ AJ \ �� STOB:75/NATER MATCH LINE Shoots C3.2 / C3.4 (r'.u,. 7�i-71 -_ _ \ , PIxA • { 1' r�T � - 1 1 '11� l I I - 1t \ I I I� uxxz. -111 - LPBIII .1' .yN 1; � 1\ - �1 1 ` �•. l 1 LEGEND = ~ C 3 Z h EMvllnq Svnllvey Sever -- EKlnlnp Waler M01n � - W 4 AS c g d - Evvlin9 Storm Svnsr Propoved Sonitory Sewn = O � Q? - 'ham Propoved Vleler Mcln Propoved Cole Valve Lu O F } - IN,- Prpp Z Sm.m Senor Lu w a a F H Pwpoeed R, Hyd-t G GV O e F 7 Z¢ o = W O IC Spj N 3 o g C T f ` SO gpg •�,�, � \ T1tl ., m N N N I I AV �W 0 INDEX OF CIVIL SITE DRAWINGS: RE NO. 00715 CO PROJECT LOCATION PIAN C7.0 OVERALL LAYOUT AND PHASING PLAN C7.1 -C1.7 C2.1 -C2.7 PRELIMINARY PLAT GRADING AND DRAINAGE PLANS C3.1 C3.7 SANITARY AND WATER UTILITY PUNS C3.2 C4.1 -C7 STORMMS SEWER UTILITY PLANS C5.1 -05S..2 STREETPLANS D,6 STORM WATERATER POLLUTION PREY. PUN Sanitary and Water CIA -C7.3 DETAILS Utility Pion GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR MIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CRY OF DTSECD AND ME LATEST VERSON OF THE MINNESOTA DEPARTMENT OF TRANSPORTATGN SPEGIFICAMNS FOR HIGHWAY CONSIlNCON AND ALL MPGA NPDES REQUIREMENTS EXCEPT WHERE HERON MODIFIED BY THOSE DOCUMENTS 2MA REQUIREMENTS SHALL BE FOLLOIYED FOR ALL WORK ON THIS PROJELT. 3, INE CONTRACTOR SHALL NOTIFY GOPHER STALE ONE CALL 48 HOURS PRIOR TO ANY EXCAVABGN. 4. THE CONTRACTOR SHALL WWFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UVL17Y COMPANIES PRIOR 10 ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. A THE CONTRAC7°R SHALL PRDTECT ALL EXISBNI UTILITIES AND FAOLIVES TO AMDWY PROPER FUNCTIONING DURING AND AMR CONS]RUCTON. ANY REQUIRED SUPPO RTNG STRUCTURES SHALL BE SUPPLIED BY ME CONTRACTOR AS WORK INCIDENTAL TO TIE CONTRACT. B. ME CNNTRACTOR SHALL IMMEDIATELY OTTY ME ENGINEER OF ANY CONFLICTS BME N COSTING UTILITIES AND ME PROPOSED CONSTRUCTION. ME ENGINEER MM COORDINATE YAM THE UTIFiY COMPANY IN OLIESMON TO DETERMINE ME NEED FOR RELOCATION OF ME CASTING UTILITY. 7. EXISTING CONDMMS SUCH AS SANG IN IAANHOLES OR VALVE BOXES SHALL BE IDENTIFIED ON BY ME CMACTOR AND MESE SHALL BE REPORTED TO ME ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CON5IRUCTON HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTUTES WALL BE ASSUMED TO HAVE BEEN CAUSED BY ME CONMAGI_ ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT ME CONTRACTOFS EXPENSE, R.ONAL PIAT SHALL DOWRN FOR EASEMENTS AND LOT LINES R. ME CONTRACTOR SHALL COORDINATE \IM ME LOCAL JURISDICTIGH TO OBTAIN PERMIT` AND METBR FOR WATER SERVICE. ALL ASSOOATED COSTS SHALL BE INOTO DENTAL ME 12. ME CONTRACTOR SHALL SCHEDULE ME SOILS ENGINEER TO FACILITATE CERTIFICARON DF ALL CONTROLLED FILLS IN A TIMELY MANNER. GCNStt TESTS SHALL MEET INE F UW%D,. A. WITHIN ME UPPER a OF STREETS OR PAVEMMI. ME GRADING CONTRACTOR SHALL UTU2E APPROVED SOILS MAT ME WITHIN 1% OF THE OPDMUTA MGSTURE CONTENT AS DEFINED BY ASTM 0-605 STANDARD PROCTOR TEST MEMO IOU. STANDARD PROCTOR DENSITY AND N07 EXCEEDING THIS COMPACTION BY MORE MAN Is. BELM THE UPPER S, COUP CBM SHALL MEET 95% STANDARD PROCTOR DENSTY AND BE WITHIN 39 OF ME OPTIMUM MOISTURE CONTENT. GLARING TOLERANCES SHALL AVERAGE MV. BUT SHALL NOT BE CONSISIM LY HIGH OR LOW.. B. GRADING TOLERANCES FOR ME REMARIBER OF THE SITE SHALL BE 0.13. 13. TIE OWNER SHALL PAY FOR ALL TESBNO Or SOLS COIAPACTOII. ANY AREAS WHICH FAIL TO MEET THE ABOVE STMDAROS SMALL BE CURRECIED AND RE -TESTED BY ME OWNER'S TESTING AGENCY AT WE CONTRACTOR'S EXPENSE 14. SANITARY SEWER AND WATERHAIN SHALL BE INSTALLED AT MEVATGNS AS OECD ON THIS PLAN (WATERMAIN TO BE INSTALLED TNM MINIMUM 7N Or COVER). MAINTAIN 1,5 FOOT SEPARATION BETWEEN SEWER AND WATERMAIN. 15. CONTRACTOR SHALL PROVIDE TEMPGRARY TRAFFIC CONTROL AS NEEOM IN COMPLIANCE WITH MPDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED =13 FOR CONSTRUCTION ADJACENT TO TRAWL WAYS 16. CONTRACMR SHALL BE RESPONSIBLE FOR VERRICA11M OF ME DEPTH OF EXISTING UTUTES LISTED ON THIS PLAN PRIOR TO GREED NO OF ANY FITBNM, STRUCTURES. CASTINGS, ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ME MIMMATED. 17. CITY INSPECTION IS REQUIRED FOR ME SANITARY SEWER AND WATER SERWCE CONNECTION: CONiRAtT, INGIAIOmG DISPOSAL OF TEST WATER INTO ME LTTYS SANITARY SEIwR 1G, CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS `Y57EM. ME CONMADISP SHALL NOT OPERATE °ATE VALVES OR NIT RYDMNM ON OBTAINED BY ME OWNER AND FOR PERMITS OBTAINED BY ME GENERAL CONTRACTOR. 19. ALL NDRK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTUTM MUST 11E aN5 WATER SUPPLY SYSEIA. 10. ME CONTRACTOR SHALL NOTIFY ME OFF ENGINEER AND PROJECT ENGINEER 4B NCURS 20. CHIMNEY TO ME LS OF OT`EGD STANDARD N ALL SANDAR AND DETAILS. PRIOR TO STARTING WORK OR AS REWIRE° BY ME LOCAL JURISDICTON OR BE SUBJECT 20. CHIMNEY SEALS SHAM BE INSTALLED ON ALL SANRNLT SEWER MWNDLES PER CRY TO BUNG SHUT DOWN. MAILS 306 AND 310. 11. ME CONTRACTCR SHALL PRESERVE ANO PROTECT ME MASHERS AND MONUMENTS SET FOR ME SUBDIWSON OF ME LAND. ILIOK .- v fi ' T,• A % "' GAB-B. J o rlM°iElaw 1 1 � _ � a^ �' � i i/��'• Ij N NN IRr9-vvM m.9 r.. LL I� 1 --- _ r9z - I i - �-�` ', Njz -- i i -- - ,•'� I ]ax- u1 IF r MC I �14a VIxAI I �I Y -^' �- � �_ I. rnA-..• , I ` �B I aaJ I I I- G wxA� LPOxeA L- I 1 � A, •-\, �' I 9.Ip ,' m 1 ) LNxl7 I .1 Mo WO � � v 5A--'� I �I I �,,� I• �, 932- mlMi vNK� 4'+I I`W'v1i[n4W __ �rnn..uAx CLIENT: SURVEY DATA PAGE LAYOUT: VHF INVESTMENTS, SMO No.. LAND STRAG. °f•` C3.1 C3.2 MB Ll AVENUE NE LLC OUFFND, MN 35]13 DATED: FERRUARY 12, -11 C3.3 C3.4 W u HAN. pLYMOUM. MN MN MH40 BMCHAWIN` (PflDY1DED DT DTSEGO CITY HENRYMANINN ENG OUT HAYANWN ANDERSON, LNG NLVO C3.5 C3.6 Dealaae.u,0 20 OATUmH TMH. FASO SIDE DP .1. -C. 1. MOPANT N OF 75TH 51„ REV-92RAO RN SPME IN PP. NW DUAMANY OF M. 0 JO I00 ISD U AVEIGE AND CO RD 3B, REV-g4B.06 G3.7 ' GRAPHIC SLALE IN FEEL PROJECT LOCATION (b i PART OF SEI OF SECTION 28. TOWNSHIP 121. LEGEND 2 i ° Q z RANGE 23, -D 3Q AND PART OF SWI OF SECTION 27, TOWNSHIP _. H -- Ex NI, SOnitary Sarver C J 121, RANGE 23. , E.MHIH Yblar "I W d 0 0, WRIGHT COUNTY, MINNESOTA. -- w 2 Exivllnq Storm S•Wr O - Prop•ved S,I.Ro Saner Q LEGAL DESCRIPTION PrOPe••d vml. u 11 'w %epo•ed Cola VOIvZ W O Q _ SEE SURVEY. NH - Proposed Storm W W a Q H 4 PrOPo•ad M. Hyd-t dronl k GV U) ❑ Za O m QF =W D II II II II MATCH LINE Shoots C3.1 / C3.3 sums: G u I I I G d�u i• l - ♦ _ Ia+ V r PWe Y -- u »ia 1 ,M I 9]LA I I. r Wer PT1iWi.x MLwo '• --_. I IwrzNuvx uvx5a rmxa ' muvxan app ve•,AW I A'l/ PxxA' arvmR ID50R..ix,w I , I I w, 1 �I e , Liiwo aa A p�a •• , 1 x1mWUMi Y 1 I II - J' / '1 I / - I I II- I/ mu -I I m21 I I MLwo I vuA .'.I , .r• I' I- I .-I-_-, J N•aPem _�R,WO__1 _LF9me_ I__- IT ----fir NINIPYI 1 1 LP024A 1 1 _-x13 _ _ _ a ' I 1m.,0.o0a % � (`• -%�' F:Rp�•(aa(axx/- v _..r- % - `I'�;,Alm V �•�ee l �' i ` �, I I 'y _ - - - •- / _ / �irT 'I \'. \� \. i \ MATCH LINE Sheets C3.3 / C3.S' .,1 � I ¢(x}xla�m2(�(•I�rAT1' aA W MR \�: ' -11 / .-__�__., 91B._-____ 910 _ __, r____ 018 I -_______.I IuJIB' jx r Z •; .eu l Y I y � I I p _.-. I I I I I r__ -'•'T r .f,4y y3A( �ylW85ggI \� I 'lxal I I °� I I o2vA I I 9x21 � I I exaA I I A,h r' ° �ipv VaxU •( FBWO--�-, 1 C: '�- 'F I FBLO I I FBLO I I FBLO I I ��5p i m _-P6wo" -pxeA ona FnA uz1 mos�e C _ G y,��f) e _ w• __ .., I• I i MxvI�NLLW[ L __ __J L__ __ _J��L___-__ =J L__ __ n L_ ��,�� B Go R 9 / 100 s s• %e DJ 71 __ _ puP e___ r___, TN V paa5 0 : hll r • ; - laai (307) F� J.Q A' _ ' I l I � / I� --- J .E G �pROA I � PBSO MLLE - 'I I ISIS I !,=fcCOete I I lr1 i 91 w I p p ., I •. , I •' IiH PTI' ii 1 A91' IW, �Iv:(-�mvgA10 + '\ N(IDNOaDx f0-1200, I I )- I l J'1 r '.,�� • 1 xX°MmMwdD�i G��,� �-° .., I. � INDEX OF CIVIL SITE DRAWINGS: RLE NO. 00715 CO PROJECT LOCATION PLAN C1.D OVERALL LAYOUT AND PHASING PLAN C7.1 -C7.7 PRELIMINARY PLAT G _ I- T .�"-`- - •� - IC C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.3 C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS I C5.1-CS.2 STREET PROFILE PLANS I ( I, I A aza vn II CS STORM WATER POLLUTION PREV. PLAN Sanitary and Water °+4 1 I I I•r. ame C7.1 -C7,3 DETAILS Utility Plan GENERAL UTILITY NOTES I. SPEORCATIMS APPUCABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CITY OF OTSEGO AND ME LATEST VERSION U ME MINNESOTA DEPARTMENT OF PECO P[MRN S NCEPT MERE HEREIN MODIFIED BY THESE DOWIA NTS LIP. NPOFS 2. OSHA REWIRNNTS SHALL BE FWLOIYED FOR ALL VIORK ON THIS PROJECT. 3. ME COMA IM SHALL NOTIFY GOPHER STATE ONE CALL 40 HOURS PRIM TO ANY EKCAVAUON. 4. ME CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATMS OF UNDERGROUND UTILITIES W UTILITY COMPANIES PRIOR TO ANY CONSTRUCTOR AND MMNIATELY NOTIFY THE ENGINEER OF ANY CMFUCTS. 5. INE CONTRACTOR SHALL PROTECT ALL EXISTING UTIUr. AND FACILITES TO ALLOW PROPER mNCTONMG DURING AND AFTER CEISTRUCTON. ANY REQUIRED SUPPORTING STRUCTURES SHALL BE SUPPLIED BY ME CONTRACTOR AS VNRK INCIDENTAL TO TIE CONTRACT. D. TIE CON ACTOR SHALL IMMEDIATELY NOTIFY ME ENGINEER OF ANY CONFLICTS BETW:N EXISTING UTLITIES AND ME PROPOSED CONSTRUCTION. ME ENGINEER WILL COORDINATE WIM TIE UTILITY COMPANY IN W.VON 10 DETERMINE WE NEED FOR RMOGAIION OF INE =T O UIIUIY. 7. INSTAR, CONDITIONS SUM AS SAND IN MANHOLES OR VALVE BO%FS. SHALL BE IDENTIFIED SYSTEM. 'THE CONTRACTOR SHALL NOT OPERATE CATS VALVES OR FIRE HYDRANTS ON ME am IVATN SUPPLY SYSTEM, 1G. ME CONTRACTOR SHALL NOTIFY ME CITY ENGINEER AND PRWECT ENGINEER 48 HOURS PRIOR TO STARTING \YORK OR AS REWIRED BY ME LOCAL JURISOICIION OR BE SUBJECT TO BEING SHUT DOWN. tt. ME CONTACTOR SHALL PRESERVE AND PROTECT ME MARKERS MO MONUMENTS SET i LINE Sheets C3.1 / C3.4 II II r vBni , 1 G ; 1 II 1 I L , -- ° W4p1'rou�uel I -tlJ V.�eyM I If - 62211 Ia.n) - s 1 :I. x Pa•e ossa pI1paW)' ,D�W[(.�pMW3O> I I ITAt '" 10°nPlH�la.aDtOA DO` SURVEY DATA PAGE LAYOUT: 12 THE CONTRACTOR SHALL SCNEM E ME SOILS ENGINEER 10 1AG1.TATE CNTFICAIIM OF SURVEY INFORMMON _U. BD ALL CON7RDIM FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET INE ER RMLM LAND -a. C3.1 C3.2 TO WAR. 708 IN AVENUE HE A YAWN ME UPPER S OF STREETS OR PAVEMENT, INE M -NG CONTRACTOR SHALL UFFAAO, MN .- U LIZE 53.3UTILIZE APPROVED SOILS THAT ARE INTHIN 1Z OF ME OPTIMUM MOISTURE CDNtENT AS DATED: FEBRUARY 12, 2010 C3.3 C3.4 DEFINED BY ASTIA 0-898 STANDARD PROCTOR IEST MEETING IOD% STANDARD PROCTOR ONSITY AND NOT EXCEEDING TITS COMPACTION BY MORE THAN - BELOW ME UPPER BENCHLWRRS(PROADED BY OTGEGO CRT 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3K OF ENGINEER. NARANGON AN.aCM, Ma NGVD THE OPIUM M MOISTURE CONTENT. MA TING TOLERANCES SHALL AVERAGE B.". BUT x0 _UM): C3.5 C3.6 SHALL NOT BE CONSISTENTLY HIGH OR LOVE. 8. GRADING TOLERANCES FOR TIE ftNAINN OF THE SITE SHALL BE D.W. 1. HOF ,341111 SDE Elft 0202&00 L 1. -RANT 13. TIE OWIIER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHIM FAIL 0 So IGD Ilo TO MEET ME ABOVE STANDARDS SHALL BE CORRECTED AND RE-TES1E0 BY TIE ONNN'S RR SPINE IN PP. - O.a- OF OMEN TESTING AGENCY AT ME CONTRACTOR'S EXPENSE AVENUE AND CO NO OB, V. -I END5 C3.7 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED OR G24PHIC _LIF SE ARATOH BEIWEN SEVIER AND YEATFRDWTH MAIN. MINIMUM 7.5 OF COVER). MAINTAIN 1.5 FOOT PROJECT LOCATION 1S CONTRACTOR SHALL PROMOE TEMPORARY TRAFFIC COMM AS NEEDED IN COMPUMCE LEGEND YAM H.COT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS TIED MANUAL DATED 2083 FOR PART OF SEI OF SECTION 28, TMVNSHIP 121, CON IRUCTION ADJACENT 10 MAK WAYS. RANGE 23, 18. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ME DEPTH OF MSTNC AND PART OF SWI OF SECTION 2,, TOWNSHIP UTIUTIES USim ON THIS PLAN PRIM TO MDERING OF ANY F NGS, STRUCTURES CASTINGS, 121 ILWCE 23 --- I- ERI.,Iap ..R." S.N.r ETC ENGINEER AND OGINN SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS WRIGHT COUNTY, MINNESOTA --- - -- E.Ivllnp Vlvlvr "N DEPTHS ME ESTIMATED. r U.11. Storm S.- 17. CITY INSPECTION IS REQUIRED FOR ME SANITARY SEVA:R AND WATER SEANCE .V - Prap°e.d Sanitary Server CONNECTMS Prop°utl VMter IA°11 1S CONTRACTOR TO COMPLY IMM ALL REGULATORY AGENCY PERMIT CONDITIONS MR PERMITS LEGAL DESCRIPTION PrRPa.a cola valor CDT MED BY ME OMEN AND FOR PNLIITS OBTAINED BY TIE GENERAL CONTRACTOR.SEE SURVEY. N - P" ..d Storm S ... I 19. ALL IWRK PERFORMED MO MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST a Propaa.d Fro Hyd..t h GV CONFORM To THEE CITY Or OSEGO STANDARD SPECIFICATIONS AND DETAILS. ILA - ITSBE INSTALLEO ON ALL SANITARY SEWER MANHOLES PER CITY MATCHUNE Shosts C3.2/C3.4 ter. \+L � ;�I• t.f.)f / ase' I1 1 ' N•_-` ^__.. \. ♦ - \: - TLE } • yM AIM YUK Lf0 \` •'�.;''' %��;��%%111',11; \\ _ '. \ 1 �..• osoAw I[M'IMWNe (e• IW 'J/ /�. -� \ \ \\\\\. . \ IN— Or Wu STOXDRY WArER- ` 13A51At '' - MATCH LINE Sheets C3.4 / C3.6 uaY OfA l 1 5/A1 \ II R� �T II\ \ lD ON NR %1w, aur •\ ti � � � \Y. \I\\ \ \\\ -' i // 441EMAi•eOaDU,N. s >{ /. Y ,\ �\' C m'+b4 1 i, �/'�� '/•� ` 1 \t/ /�� MATCH LINE Sheets C3.4 / C3.6 , / I f� _ \\\�' Iw Paa /_ EP -,m ue•AIe - `r_. _\ �_ �_.4?.-.�C.'S_ i' "��,s'-� 0 IGrN2l0 J�(<-r I�H' yYI - �• MM°� O \ A ��, �o^ T \\ \♦ ��,.. UX I /> AWv�/ Y�F•A\M.3: eNlpmux _ i I� i , \ \•\• li � ITT\`411 I � ( / i` \ I INDEX OF CIVIL SITE DRAWINGS: I I CO PROJECT LOCATION PLAN 01.0 OVERALL LAYOUT AND PHASING PLAN C7.1-CI.7 PREUMINARY PLAT '\ t\ C2.1 -C2.7 GRADING AND DRAINAGE PLANS I C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS \ 24.1-24.7 STORM SEWER UTILITY PUNS r\ / CS.1-CS.2 STREET PROFILE PUNS \ . / CIF STORM WATER POLLUTION PREV. PLAN \ VVV C7.1 -C7.3 DETAILS CLIENT VHF INVESTMENTS, LLC UeGe4ard AVCNVB N. PLYIAOMTM, MN ea4Ae HENRY HAN9N pea)aae.1HG U to cc K Z I- Is Q (5W - �< Wa a °a 3:0 s; Q? 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HANSEN HEIGHTS RESfDENT1AL DEVELOPMENT PROJECT 9 n s^ -n Z M4111l 9f SD coag s m qyr, s/2e/t9 RRM 24348 3 O r OOtse0o, CIVILENGINEERINGz' MInneeotm i ie (n --I CEW.Nm tN SD = i U SITEDESIGN vc`m: iss m Z STOAM SEWER UTILITY PLAN IR4P AtSr.YE dfETJ3D 9f EO I au>e.maxw 9`Y IL'YJa a4�LLLCY� VW gam¢! s S Z soisi; i 1:4 tj 21L= I eo�e 5 RA �A 4P A� fiad im9�� $v sG�F-Eziogm {nA oy S �a y� --- m ' i�VIA � Fz�"$ryNyNfl � �zovNe€a 65 72nd5treet �xmA"�� r pan spgs g Z soisi; i 1:4 tj 21L= I eo�e 5 RA �A 4P A� fiad im9�� $v --- I Wim$ I '• m F9 _g3 r 1/S�r% %,t'Qo` �•1 i �-rr. r.� � G+ � m L------ A A vvi A � s Nm 03/26/78 os/2e% a aWlces wv urWr aA 'Ot ti n a° 2 c HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT 9 _ -n Ko z o 1 n ww w n Lb;c. 5/28/19 ftp 2430 � s r m r' A R V DFSIGhtm �• SU � CIVIL ENGINEERING Oteepo, ml—..oto ri - fD (7 iSI VO/£o DESIGN STORM SEWER UTILITY PLAN = Z �. /AMQQKK SGItE HRIIGV. SGY£ aia0 _ N _ NA 'Niu''mm + 'SVCS IC/iT oD Siv O a IL_IL _ 1'- roi -� "_ o O 11 w o �� _ --I- LIIF� W' 939 mo + pO-- O ER p i — p _ -- 1-- m m - --��-jI 1_ O O 1 p—_ _— _—_— I -_ W — �---I-�`-� oo + 0 -I -- — + -� -- -�- Il o..............m ........ Ni�am�>mm;N> 11 7� D.o IF -- + -_ �- Eiji- mm♦m♦ mm -- olmf NAa mmo ONi�........ + -- —� -----I ---- �- +-I -- - g a g +O BVCE _ B\YS 2+00.901rBNS 11 p z O O 11 2� O F� +>- E1LE 92x.9{ g• j 9f9.26� _ r O 'ENS N00.00' ERs ,12+90.00 r i to O %Bi m __-- r� + s j I9 i C o- 1 aNs e+ro�99 Ss90 O - :��z o LlC9 15+25001 _L m - -I- ! III v9.37I $1 - - ----— ----- 00- Li" Z co OII -�r- ---I- 0 fflPoz __-r AF i'�mi'n Z + - + --_- - -_ BNS -17+87 s€� mLD �F °°r < o ea -1-— + EWS'18+979DPe+e A ogG _ m O_I -i-- -_- Fa NIT - vs B\CE 92563 55� O___- �gy + ' BNS ,9+7599 z' + o _ I n + I �. ! � EVCB11+75.Oa + - p p_ -_I _ ificc[ 9 76 O ._—I B\cE 9zr,x1 z� O w "I- s,il- p - 1 , E1T3 1519999 P p EV9E 9 626 _ 5% O ! I - m O _- _ .ERs 2a+uo9 _ v�omz�3KS to ��- Rt -p- _ 0)- -- -- f 3z- r I - + m-- --- - - -- - — -< o - o z + i __ N- + I T N N a Z + pO uammo�amm.N+mm o�'a o, o >m o >....... im z_— —. --- - 3 aiE 0.3/26/19 as vaFvutewr rur B6welnrru 1Or ti ^�" ^'ir +w.*.m'ma HANSEN HEIGHTS =1 l 1\ R RESIDENTIAL DEVELOPMENT PROJECT Z 50 Slay t A oar. 96/osn9 ny fe, x3.6 - r M rn 0 of -U., ml—..I.r N 9 V O6Splm er SD PREPM¢o Br. QVJL ENGINEENNG �% -i SITEDES7GN 9 - .. Z alarm ei SG Ip�PV7q� srv1 �+ 5wE-- 11 3 w.. u. %9:s STREET PROFILE PLAN -I Puaamarap amt .- ANm ONAeNi00 N TW.NONA OANON AmO �i 1 O_. -4 V O 0- 0 O ' 1 I n + o—_ m a m 0 m �N �m : tx txn na Z N f o G LN w - vnppO--{ O m+e'Y .... e9H u T Q o 0 0� All O 1 1 I ��, I I _ NI _o I, I � x � UM N e>cc 9uol 'ss'Qo O. ."PHA p _ X11 ii oO m S _ CL ems /waao 4� Si�sDz O , Fz3A D + u (�i os O ; z+o9m a+u s Z C g NP�WofuAam py �NA�i (o�NA PANp NJamp NAmm O__ 9N3 + o g �_ o NAm o Aa o A�a�NAW o Aa 3 >JLxstays , e..y t,rss cxt n: Etr,. , >.mw p4]E 03/26/19 _os/os//9 vaJx>.urum nar xEslsurra JAps°bj' "'�'''�'�"'n ei7 HANSEN C HEIGHTS x is RESIDENTIAL DEVELOPMENT PROJECT T A45xN 8] SD v Z ~ b O Aee. 09/0.5/19 ly IA 24]19 w K r O PeyAgD �.. OleeOo� M1nne90l� 4 i � r N � V CIVlLENGfNESRJNG o� O le Evs A St. ^ m chil> D (N SD INAP/Zwx 5017E Jf'fXx'Y'1C 3UIE/ '. ` ` e STREET PROFILE PLAN N Alm r -A Iti 7 41--- q 21 'MU si- 2 EI' In lal Eli Alm r -A Iti 7 41--- q 12 r w �n E yj PI; hill gall ihial 11 I; c3 9 ma w a H '. 5y2�5. x ds. HANSEN HEIGHTS -n 0312611 P� MIT RE55-W < n RESIDENTIAL DEVELOPMENT PROJECT SD the , 06/05/19 pp to213NGG M o Ot..g., ml—.W. o N M CML ENGINEERING CESCM Ur SD S.� DESIGN z -1 Z r3/ErXeDiW SD STORM WATER POLLUTION -1 PREVENTION PLAN Sn v au6o T v�1r�v� avoc (} m o9Sa��sz o 0 � : j{�;•E 3 _4 �[; F �ya t sfiE HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Oteopo, Mlnneeole �SS _� tp L i �Y E`. •SDI m #ce i� si �i f� Et � DETAILS NORQONlK SUlE IN+aamazw ro4ildL SY.Y£--I•°ai`sv CNECNm !ry SD s% .S ,'a - Mil w _ 3 x� m �;FEs�s E _ A i�'p a1 c ? e .. xeFas U PARE 94 cd;� i iy Wil z 8 .afT jT ' .a P � v au6o T v�1r�v� avoc (} m o9Sa��sz o 0 Iii :s =!&k Si te�'oE €ss+ 4—i R N .. €� '�{ bJ zi Y ..s I yy�i i�S. 4 F F ♦h HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Oteopo, Mlnneeole 2 y i g <_ < m 4i r � Z q • tp L i �Y E`. •SDI a� .- 6 � DETAILS NORQONlK SUlE IN+aamazw ro4ildL SY.Y£--I•°ai`sv CNECNm !ry SD s% Iii :s =!&k Si te�'oE €ss+ 4—i R N .. €� '�{ bJ zi Y ..s I yy�i i�S. 4 F F ♦h HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Oteopo, Mlnneeole 2 y i g <_ < m 4i r � Z q TV/1MM 9 VMr RESUSYRFAL tp L i �Y '- gr. IYj DETAILS NORQONlK SUlE IN+aamazw ro4ildL SY.Y£--I•°ai`sv CNECNm !ry SD s% Iii :s =!&k Si te�'oE €ss+ 4—i R N .. €� '�{ bJ zi Y ..s 4- � � s I yy�i i�S. 4 S 03/26/1 ♦h HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Oteopo, Mlnneeole 2 y i g <_ < m 4i r � Z q TV/1MM 9 VMr RESUSYRFAL tp L i �Y '- gr. IYj DETAILS NORQONlK SUlE IN+aamazw ro4ildL SY.Y£--I•°ai`sv CNECNm !ry SD s% Mil P 4- � � s I o \V1 y i =w�dg p Q j to 03/26/1 �• er'p. ". 'd Ree�y �y S VSAM Ob/Os/19 ey lly. 24—r HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Oteopo, Mlnneeole 2 y i g <_ < m 4i r � Z q TV/1MM 9 VMr RESUSYRFAL pwww SD i �Y '- gr. IYj DETAILS NORQONlK SUlE IN+aamazw ro4ildL SY.Y£--I•°ai`sv CNECNm !ry SD P _ 3 4- � � s I o \V1 y i =w�dg p Q j to 03/26/1 �• er'p. ". 'd Ree�y �y S VSAM Ob/Os/19 ey lly. 24—r HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Oteopo, Mlnneeole 2 y i g <_ < m 4i r � Z q TV/1MM 9 VMr RESUSYRFAL pwww SD FaPAaD R'' CML ENGINEERING SITEDESIGN e., sc g OFSGlfm 6Y SD DETAILS NORQONlK SUlE IN+aamazw ro4ildL SY.Y£--I•°ai`sv CNECNm !ry SD `� � EE�s`E J2 •. L : Ii3 r 'a 7 c-- ------ s -1-11 L i .m\ 6EN RW9 06/0.5/19 PR6R@Wff PL1i RFSItB3IfRK ;E F - 71 ga, a 1$ ,. 11PA6fI ✓N SD ISS3 3 i�'vii(3� o �oaoyzy� o < �yANpny U) amo<oo�o —i m $z�� os D HI,1��;II;d I�SFf;F I,fi ; a as 1 e E Ez Em: sE d �E 3 1S t. E ' s a5i � i E E I -1-11 . e 33 �E 6EN RW9 06/0.5/19 PR6R@Wff PL1i RFSItB3IfRK ;E F - 71 all l aS�MR 11PA6fI ✓N SD ISS3 MR 1 I'liI i 3 -11 1EF s ` ;O Ir 8� :;O � Sri tEi to I _ e ca:s=sr n vi 3 i�'vii(3� o �oaoyzy� o < �yANpny U) amo<oo�o —i m $z�� os D HI,1��;II;d I�SFf;F I,fi ; a as 1 e E Ez Em: sE d �E 3 1S t. E ' s a5i � i E E I Fllifr—_ . e 33 �E 6EN RW9 06/0.5/19 PR6R@Wff PL1i RFSItB3IfRK ;E F HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Of..g., ml- ... I. all 11PA6fI ✓N SD .i MR 1 I'liI i 3 -11 1EF s ` ;O Ir 8� :;O � Sri tEi to I _ e ca:s=sr n vi I ixA._ 0.0.0.0 y e �iEE t ilFi ti !i ! � j e i r f .' �t• \ } rf'T� �a E kk t P ZO O V U MM 0.11E 03/26/19 6EN RW9 06/0.5/19 PR6R@Wff PL1i RFSItB3IfRK ;E F HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Of..g., ml- ... I. all 11PA6fI ✓N SD fYs. 06/05/19 p/, zp, 24]4B CMLENGINEERING SITEESIGN MR 1 I'liI i 3 -11 1EF s ` ;O Ir 8� :;O � Sri tEi to I _ e ca:s=sr n vi I ixA._ 0.0.0.0 O o ` E N P ZO O V U MM 0.11E 03/26/19 6EN RW9 06/0.5/19 PR6R@Wff PL1i RFSItB3IfRK ;E F HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Of..g., ml- ... I. all 11PA6fI ✓N SD fYs. 06/05/19 p/, zp, 24]4B CMLENGINEERING SITEESIGN MR 1 I'liI i 3 -11 1EF s ` ;O Ir 8� :;O � Sri tEi to I _ e ca:s=sr n I ixA._ 0.0.0.0 y � C �iy �T.E�T _ �, �F a-..�•. f ii fil i r f .' �t• \ } rf'T� �a E kk I _ la '-Y_•'i� _ 51 H, it `er E fi a�,e 'fSi ,isiz4f 14I tart � ME Iz Eg ,r � .{ s, E ¢ M - 0 s j =a , L .-. - Is ?-; i r. T fta t [ sEs ,ills i_3.13 i I I.r,Eu I FE° II ;• iii • I=s`diB. 0.E' i�E I 4e ESE lip iH iifpl :i:i Ei� zi EyE4 Et ;i - ; t s:is s ifi`�FF_fl' F: .i't`s f O o ` E N P ZO O V U MM 0.11E 03/26/19 6EN RW9 06/0.5/19 PR6R@Wff PL1i RFSItB3IfRK =1 I,� �..a.�-i. =—I= - �'� H ^' °f "''• "3' G.d :�: °'I dbnW MSt4N HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT Of..g., ml- ... I. < = n "n —Z i < rM n e m z N 11PA6fI ✓N SD fYs. 06/05/19 p/, zp, 24]4B CMLENGINEERING SITEESIGN OiE96YID] IT SD _ e ca:s=sr n I ixA._ 0.0.0.0 plErlSDSDDETAILS . R:t ix is te;i' e 4 5 F_ �i 9 c :a xv 51 HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT F �k 'II4:51S54' I 1 ss sj i:r,pl !iso : •s .; su i : s _ < -i r DI r (7 e. m Z -i §�Iz P e• 9� i5a�p 9i� �''s }F�+.�. F°x: I E'F � L �! Qm, e L Am�o�yo� a� $o O F0F9 _ oz oao . R:t s Ig e 4 5 F_ �i O6/0.5/19 PREINWA¢r PIAT RF3U9Yl1T/L xv 51 HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT F �k 'II4:51S54' I 1 17 sj i:r,pl !iso : •s .; su i : s . R:t s Ig e 4 5 F_ �i O6/0.5/19 PREINWA¢r PIAT RF3U9Yl1T/L mTIJ lbf ! P'+t WuTee6 . ri°P°R 'r -M-19 ' -1- may „�"r a sxan u0. a� HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT F 5 lU: rt , ` m a a of -U., Mlnrteeot� _ < -i r DI r (7 e. m Z -i 0R4M1 eY SD P T 9� i5a�p 9i� }F�+.�. F°x: E =r L �! Qm, atr+e3n 6r SD L Am�o�yo� a� $o O F0F9 _ oz oao zy��z Rol a ; li z Z Ft . R:t ptfiLll e 4 5 F_ �i O6/0.5/19 PREINWA¢r PIAT RF3U9Yl1T/L mTIJ lbf ! P'+t WuTee6 . ri°P°R 'r -M-19 ' -1- may „�"r a sxan u0. a� HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT F lU: rt , ` m a rn of -U., Mlnrteeot� _ < -i r DI r (7 e. m Z -i 0R4M1 eY SD P 2� of }F�+.�. F°x: E =r L �! Qm, atr+e3n 6r SD L . r _ Z.0. oao Rol a ; li x Ft • �f 6S : .� ic'f' x• jf ei � ••i' a€5 4y: i y I- E, i9G,711, ° _ q _i . t1 1- €, Ci.€ � t e'2 cffaf! ` id a i F' •�F _ P luci fiI a_ NU \/• I•Ff ciF:� ,`zzsaa J ytF 7iE •`c `s� "I - -3i j- gfs .m: '� 54i:c Hill$ jy�c f� R - �ii- o- . � 3P Ese �� :! tfi� isa3 v is a iiAU'i? . R:t ptfiLll DILE 03/26/19 O6/0.5/19 PREINWA¢r PIAT RF3U9Yl1T/L mTIJ lbf ! P'+t WuTee6 . ri°P°R 'r -M-19 ' -1- may „�"r a sxan u0. a� HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT F lU: rt , ` m a rn of -U., Mlnrteeot� _ < -i r DI r (7 e. m Z -i 0R4M1 eY SD :r of }F�+.�. F°x: E =r ;H' a -Ni# :: is ` 0..1, 4M; N atr+e3n 6r SD e ex6 1ERIlGC SY.1fE In1 oao IyP� si ei � ••i' a€5 4y: i y I- E, i9G,711, ° _ q _i . t1 1- €, Ci.€ � t e'2 =i'�afa-•�� ` 0..1 =-�' � €c4��'- c�� 3b 9E as •°s a i F' •�F _ P 2 DILE 03/26/19 O6/0.5/19 PREINWA¢r PIAT RF3U9Yl1T/L mTIJ lbf ! P'+t WuTee6 . ri°P°R 'r -M-19 ' -1- may „�"r a sxan u0. a� HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT < n S c T q e n s Z~ rt , ` m a rn of -U., Mlnrteeot� _ < -i r DI r (7 e. m Z -i 0R4M1 eY SD 0.ta•. De/OS/19 pq, /,a 24Si8 CIPILENGINEERING SITEDESIGN Po ate: ve.uc°� W swio DEWAdD BY so DETAILS atr+e3n 6r SD ,� SC.YP o'.tz.m n art 1ERIlGC SY.1fE In1 . _. _ All TZ'Ll/CLi SWOU 3Nn HOltlW E _ •: oe•: e:• 36" �;� � �fiti F�� IIIijE g -a s; aF M11' !!Jill t ;11 1 te� IF xIF t 'I�s9 I��a; �; S555S5� � S54SS5! FF RFTi55 � a�� ii)�Ira^,.`, FFFFEF FEFEEE L ; FFFE / _ 4 i�j ; �l'IF�'tAlilFil 'flfItIF I7j C t it � qI s{ ^ 1� e 1' g 111 i 'I i I o R t� yl , IN IN ----- — �� .. 30 u u o t tt �1 diE 03/26/19 o6/4z/IC PA[iN:wm wAi l�5119uR,y. /�`1�,1P1°f'l""��"/�M _ HANSEN HEIGHTS -=,1 o RESIDENTIAL DEVELOPAIIENT PROJECT y lA4Ae1/ eY SD me. ay x. i"a r m p Oleepq Ad'Ieelote r N SD j N SITEDtWfGN m Po m z q2 �. SO 1 ",/aL-ru ;mncu. srwrFf� e ` :. LANDSCAPE PLAN ,o scut' N1 N � jet yysyyy y��F ,IJrtssn c;E BkBk i sg of ' > 4'ZO/-'LO slee4S 3Nn Ho1VW = •`� y �>: 4 9' 9 N. � 4 I3 �i x`v ` E � s 6 r Oyu i ( -i _ ttqE I1Fir(E 1 {rt` -Et �i � 91 � 3 = � mi„ EEEFFE' EFEEEE' a rEiFFE N1 N � jet yysyyy y��F ,IJrtssn c;E BkBk i IZe - ---b� r`( ttt- :';' :1;� :%i -—j -•.r ' E r IIE 01 � � �� %' / ' �/ '/ / Lam: r-� ' ! ! fi' �'y ~ • Rn ii E♦ -- - ------------'" 5+7 r 9 •It to S -------------------- ------------------ - -------------- _____ o LVF 0.3/26/19 os�%� n at✓EtnmwN aur ti�il6uflfN. !� y s s.�.rw eye < e°".r�a rndr HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT - uai m v o Olsepa, MMnesofs ai s r T V DE9Ch� �, SD CIVILENGINEERING 0 -E SUEDESfGN m llaazaaK scvE wrmll. splF•'"- w� LANDSCAPE PLAN Cl -Z -I okA of SD N •`� - IZe - ---b� r`( ttt- :';' :1;� :%i -—j -•.r ' E r IIE 01 � � �� %' / ' �/ '/ / Lam: r-� ' ! ! fi' �'y ~ • Rn ii E♦ -- - ------------'" 5+7 r 9 •It to S -------------------- ------------------ - -------------- _____ o LVF 0.3/26/19 os�%� n at✓EtnmwN aur ti�il6uflfN. !� y s s.�.rw eye < e°".r�a rndr HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT - uai m v o Olsepa, MMnesofs ai s r T V DE9Ch� �, SD CIVILENGINEERING 0 -E SUEDESfGN m llaazaaK scvE wrmll. splF•'"- w� LANDSCAPE PLAN Cl -Z -I okA of SD N .. B�I�II1� NI 1111 iil� ■n■e mAll _ its' MATCH LINE Sheets 1.1.5 U.S4— a Q•k,. mx 0.7/26/19 ash% B aREwsuxY PUT HSIrewIrK J. def P M ea G o P yby HANSEN HEIGHTS T m [wANN 6D AESVENTIAL DEVELOPMENT PROJECT : m 2 o B/ Ots.v., Mtnn�aota C m N m Sa3Y6m �• aMENGINEEEN G 0 —i j q DEPP" IN SD S!]EDESIGN Ee9t &wdw9Y SC 695 e m pEp® 6r SD !ta•✓z0.vut seue I Fol = /nl Irmlrv. leve 1 Z . _ fm 4 u i9 �On ',T JQ 29 LANDSCAPE PLAN -i n I I , a -------------------- -------------------------- -------------------- -------------------------- -------------------- P,,ACi<ARk1 AVE- N.E. -------------------------- P,,ACi<ARk1 AVE- N.E. ��4�—=« N i-1--F`� i r 1 {i i—.. ao�az•:o- v� r v` i �� __ . ------------------- ----------- ---------- Cl O v x0 t jF zp ..-------- m D �3� z a a,c OJ/28/19 >tEtit ,q svy ad ru W.,n n+ +"� H `" � "�'> u Y "P'r"` ^'i C 09/65/10 PREi11m11Rf RAT RE9oBYmAL HANSEN HEIGHTS T \ MW 1N 50 RESIDENTIAL OEVELOPLWNT PROJECT Z y m m ' o ofSA-•Nc0W SD �•� GilteNG/NeeRING Oteepo, R4v,ee6t■ -1 0 n --t to SREDESIGN _� K7— v tllllMn Bl SD'e' SY.1fE SGtE po,,,,.°i»aarogz� LANDSCAPE PLAN .Zi ESTATES / 9 10 TREET N.E. 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SD �'� 9E: CIM ENGINEERING 0 -1 U SITEDESlCN z j \ 1 ilt Em,�&m Qtq SL • Z V L MUMp HY Sp ypfazpyt�t scuE ,ntnCv. sct[ w� u'n sura LANDSCAPE PLAN � I Ixt - so IH 1 Erh =_ lnl •„ ,p�yJ14 at N ------------------ fit E 11111t, z v , fi ----r-- lil tl it{i ----- ul � -- 70TH STPE`ET •z —:"� c .. .a" .4.4s P as • r xt 3_0.00 � N t5'251E- s' GHT COUNTY HIGHWAYS RIGHT OF WAY PLAT NO - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - S I i o n RElt91u`6 I e-ty orty M t,Y pc4ai., d 011E 03/26/19 e3/05/19 PRE1JI01Vif cur RE91191t1IK�''! >';i1" _ HANSEN HEIGHTS RESR).F.NTIAL DEVELOPMENT PROJECT m OAAtN a/ SD - Z 0 mle _ < Iii o '- Obepo, Rlmesou r. N t " DLa9RE0 Br. SD �'� 9E: CIM ENGINEERING 0 -1 U SITEDESlCN z j \ 1 ilt Em,�&m Qtq SL • Z V L MUMp HY Sp ypfazpyt�t scuE ,ntnCv. sct[ w� u'n sura LANDSCAPE PLAN � I Ixt - so IH 1 Erh =_ lnl •„ ,p�yJ14 at N fit E 11111t, 9� 3 it F iif$tt E EES 1�i RUN f EEEEE' EfEEE6iK:5iE' tEFFEE - E� a A z v , fi ----r-- lil tl it{i ----- ul � -- 70TH STPE`ET •z —:"� c .. .a" .4.4s P as • r xt 3_0.00 � N t5'251E- s' GHT COUNTY HIGHWAYS RIGHT OF WAY PLAT NO - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - S I i o n RElt91u`6 I e-ty orty M t,Y pc4ai., d 011E 03/26/19 e3/05/19 PRE1JI01Vif cur RE91191t1IK�''! >';i1" _ HANSEN HEIGHTS RESR).F.NTIAL DEVELOPMENT PROJECT m OAAtN a/ SD - Z 0 mle _ < Iii o '- Obepo, Rlmesou r. N t " DLa9RE0 Br. SD �'� 9E: CIM ENGINEERING 0 -1 U SITEDESlCN z j \ 1 ilt Em,�&m Qtq SL • Z V L MUMp HY Sp ypfazpyt�t scuE ,ntnCv. sct[ w� u'n sura LANDSCAPE PLAN � I Ixt - so IH 1 Erh =_ lnl •„ ,p�yJ14 at N Review No. 2 ®■ UHakanson nderson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Scott Dahlke, P.E., Civil Engineering Site Design Henry Hansen, VHF Investments, LLC Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: June 20, 2019 Proposed Development: Hansen Heights Street Location A portion of the SE 1/a of Section 28, T121, R23 and a portion of of Property: the SW 1/a of Section 27, T121, R23. East of Odean Avenue NE and North of 72 Street NE. Applicant: Henry Hansen Developer: VHF Investments, LLC 14505 43`d Avenue N. Plymouth, MN 55446 Owners of Record: VHF Investments, LLC Purpose: Hansen Heights is a proposed 116 lot (+1 existing) single-family residential development on approximately 87.09 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILABLE PRELIMINARY PLATS COVER SHEET OVERALL LAYOUT AND PHASING PLAN PRELIMINARY PLAT GRADING AND DRAINAGE PLANS SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS STREET PROFILE PLANS STORM WATER POLLUTION PREVENTION PLAN DETAILS FINAL PLAT CONSTRUCTION PLANS COVER SHEET OVERALL LAYOUT, UTILITY NOTES SANITARY & WATER UTILITY PLAN STORM SEWER & STREET PLAN DETAILS SURFACE WATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:\Municipal\Aotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx PAGE 3 S:\Municipal\Aotsego23xx\2346 Hansen Heights-REVIEW PHASE\OT2346 RVW2.docx INFORMATION AVAILABLE Preliminary Plans for Hansen Heights, dated 6/5/19, by Civil Engineering Site Design. Final Plat for Hansen Heights, received 6/11/19, by Meyer-Rohlin Land Services Constuction Plans for Hansen Heights, dated 6/11/19, by Civil Engineering Site Design Storm Water Management Plan for Hansen Heights, dated 5/30/19, by Civil Engineering Site Design. Wetland Delineation Report for Hansen Property, dated 10/30/18, by AG Wetland Services, Inc. Wetland Notice of Decision for Hansen Property, dated 11/9/18, by LGU (City of Otsego) Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 4 S:\MunicipaMotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx PRELIMINARY PLANS COVER SHEET No Comments. OVERALL LAYOUT AND PHASING PLAN 2. No Comments. PRELINIMARY PLAT 3. No street centerline information is shown in the preliminary plans. But based on the lot dimensions at the right-of-way it appears that all horizontal curves have a minimum 250' radius or a 90' radius and there is a minimum 100' tangent between all horizontal curves. Please confirm. GRADING AND DRAINAGE PLANS 4. Garage floor elevation shall be a minimum of 18" above the adjacent top of curb. (L1,B4 Ph 2 and L4,B4 Ph 2 and L8,B3 Ph 2 and L19,B3 Ph 2 and A maximum of 2.5' would be allowed from the house elevation to the side lot line elevation (10' side yard setback) to not exceed a 4:1 slope (only R-4 zoned lots are of concern). These may require retaining walls, additional drainage easement to cover cross drainage, or the elevations adjusted. The final grading plans for each phase shall provide labels on the property line at the front and/or rear setback lines between all houses with elevations greater that 2.5'. Drainage shall be direct towards the side lot lines and pushed as far to the front or rear of the lots as possible before being allowed to flow across the adjacent lot. All cross drainage shall be covered by drainage easement. 7. Update plans with new street names. Please label the existing ground EOF north of Lots 1 and 2, Block 1 Phase 3. It appears to be at approximately 924.7. 9. A dedicated overflow is needed for the Storm Basin to the creek. This overflow shall be protected with concrete -cable mat. Also, the basin shall have a maintenance path to access OCS-4. This path shall have a maximum 10:1 cross -slope and be able to be driven by City trucks. SANITARY AND WATER UTILITY PLANS 10. No comments. STORM SEWER UTILITY PLANS PAGE 5 S:\MunicipaMotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx M., J.. • .... . After discussion with the Scott Dahlke, Civil Engineering Site Design, these existing basins are dry and normally do not hold any water. If they ever do raise high enough to overland discharge onto the new Hansen Heights site the water is directed to storm sewer structures in the rear yards which is also covered by Drainage and Utility Easements. Also, installing a new storm sewer pipe beyond Hansen Heights boundary would disturbe land and trees not controlled by the developer. No storm sewer pipe will be required. STREET PROFILE PLANS 12. Odell Avenue is misspelled. 13. The vertical curve at station 8+75 along Odell Avenue does not meet a 30 -mph design speed. 14. The minimum center line slope for all streets is 0.6%. STORM WATER POLLUTION PREVENTION PLAN 15. No Comments. DFTAILS 16. No Comments. FINAL PLAT 17. We recommend Lot 16, Block 2 be Outlot B. 18. The entire Outlot A shall have drainage and utility easement covering it. 19. The sanitary sewer between Lots 11 and 12, Block 1 is approx. 30' deep near the Ohland Avenue right-of-way. Only 20' on each side of the pipe is being dedicated as D&U. 30' of easement is needed on each side of the pipe. 20. Lot 17-27, Block 2 should be Lots 1-11, Block 3. This also agrees with the grading plans. PAGE 6 S:\Municipal\Aotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx 21. All cross drainage shall be covered by drainage easement. (i.e. L2,B2 and L5,B2 and L2,B3 and L6,B3) CONSTRUCTION PLANS COVER SHEET 22. No Comments. OVERALL LAYOUT, UTILITY NOTES 23. Provide 2 -yr, 10 -yr, and 100 -yr HWL elevations for the storm water basin(s). SANITARY & WATER UTILITY PLANS 24. No valves are shown at tees or crosses. All junctions shall have n-1 valves, where n = the number of legs at the junction. Valves shall be strategically placed to minimalize the number of houses that would lose water incase of a watermain break. Distance between valves shall be no greater than 800'. 25. We recommend turning off the street vertical curve information and contours from the sanitary and water plan sheets to help reduce clutter. 26. MH 3 is missing in the plan view on sheet C2.1. 27. The connection to the existing sanitary manhole in 75th Street may be done with an inside drop. But the last 20' of pipe into the drop shall be DIP. 28. The watermain coming up the hill from 75th Street appears to be placed at a 4:1 slope. Additional anchoring of the watermain will be needed. Consider placing the watermain at a straight grade from near MH 2 to Ohland Avenue. This would lessen the slope and may reduce or eliminate the need to anchor the watermain here. 29. Call out a length of DIP required at all fire hydrants. 30. Temporary hydrants at the end of watermain for flushing purpose on the south end of Odell Ave 31. MH 3 is missing in the plan view on sheet C2.1. 32. The existing 18" RCP storm sewer along the south side of 75th Street has an invert of approx. 920.0 where the watermain is proposed to cross. This appears to be less than 24" and will require 4" of insulation. Insulation will also be required at the storm crossing the watermain at approx. station 13+50 Ohland Avenue. 33. The water service at station 3+50 Odell Ave must be on the upstream side of the sanitary. This water service will need 4" insulation between the storm sewer. PAGE 7 S:\Municipa1\Aotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx STORM SEWER & STREET PLANS 34. Storm sewer inverts, which outlet to detention basins, shall be placed at the normal elevation of the basin. Storm sewers may be submerged a max of %2 the pipe diameter below the basin normal elevation. 35. The corner radius of local streets to collector street shall be no less than 30 feet (Odell Ave at 75th Street). 36. The intersections shall have grade of curb radii labeled. Additional detail is needed for all pedestrian ramps showing elevations/grades in compliance with ADA requirements. 37. Concrete washout area shall be depicted. 38. P.A.B. drains are required at all low points and on the high side of pipe crossings on a slope where the pipe is protruding from the subgrade. 39. The storm pipe between CBMH 54 and 53 shall be RCP or Polypropylene. HDPE is not allowed under streets. 40. FES B is 2' above the bottom of the dry pond. We recommend lowering the invert to the bottom of the pond to eliminate erosion issues. DETAILS 41. Otsego Std Plate 701 is no longer valid. Please use/refer to MnDOT standard plates for all pedestrian ramps. SURFACE WATER MANAGEMENT 42. Verify existing ground water elevations are a minimum 3' below infiltration basin bottom. 43. Please submit revised storm sewer design calculations as well as inlet spread calculations. WETLANDS 44. No Comments. OTHER CONSIDERATIONS 45. Please submit a Geotechnical Exploration Report prepared by a professional engineer. 46. No final grading plans for Phase 1 have been received. Is it the intention to grade the entire site at one time? Also, the final plans do not have an erosion control plan included. PAGE 8 S:\Municipal\Aotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx 47. A statement certifying the environmental condition of the site including the presence of any hazardous substance as defined in Minnesota Statutes 11513.02, Subd 8 is required. Developer's Engineer has indicated that they have confirmed with the property owner that no hazardous substances are known. This shall be confirmed in writing. SUMMARY AND/OR RECOMMENDATION Please revise and resubmit. PAGE 9 S:\Municipal\Aotsego23xx\2346 Hansen Heights\A-REVIEW PHASE\OT2346 RVW2.docx RESOLUTION NO.: 2019 - 39 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING VACATION OF EXISTING PUBLIC RIGHT-OF-WAY AND DRAINAGE/UTILITY EASEMENTS WITHIN THE REVISED HANSEN HEIGHTS PRELIMINARY PLAT. WHEREAS, public right-of-way was dedicated with the final plat of Hidden Haven; and, WHEREAS, VHF Investments, LLC has requested approval of a preliminary plat to be known as Hansen Heights; and, WHEREAS, the preliminary plat of Hansen Heights provides a subdivision design with public streets that does not utilize the right-of-way that was dedicated with Hidden Haven; and, WHEREAS, the public right-of-way to be dedicated within the preliminary plat of Hansen Heights make unnecessary that public right-of-way described by Exhibit A; and, WHEREAS, VHF Investments, LLC has applied for vacation of the existing public right-of-way described by Exhibit A; and, WHEREAS, the Planning Commission held a public hearing at their regular meeting on 15 July 2019 to consider the vacation, preceded by required published and mailed legal notice; and, WHEREAS, the City Council heard all parties interested therein and closed the public hearing; and, WHEREAS, the public right-of-way described by Exhibit A serves no useful public purpose; and, WHEREAS, the City Council having considered all information received related to the proposed vacation finds that vacating a portion of the existing right-of-way as shown on Exhibit A would be in the public interest; and, NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego that Otsego hereby orders: 1. That the public right-of-way located in the City of Otsego, Wright County, State of Minnesota described by Exhibit A are hereby vacated. 2. The City Council hereby determines that the vacation of said public right-of-way shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. 3. The vacation shall be effective upon approval of a final plat for Hansen Heights. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 22nd day of July, 41111101 ATTEST: Tami Loff, City Clerk CITY OF OTSEGO BY: Jessica L. Stockamp, Mayor 2 ORDINANCE NO.: 2019-15 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND INCLUDED WITHIN THE REVISED PRELIMINARY PLAT TO BE KNOWN AS HANSEN HEIGHTS. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally by Exhibit A. Section 2. The property is hereby rezoned from an A-2, Agricultural Long Range Urban Service District designation to R-4, Residential Urban Single Family District designation. Section 3. The Zoning Map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the Zoning Administrator shall appropriately mark the Zoning Map on file at City Hall for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication according to Law. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: 2019. ADOPTED by the City Council of the City of Otsego this 22nd day of July, CITY OF OTSEGO Jessica L. Stockamp, Mayor ATTEST: Tami Loff, City Clerk ATTACH LEGAL DESCRIPTION HERE EXHIBIT A 0tseF o MINNESOTA Cy APPLICANT: VHF Investments, LLC 17 Jul 19 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment for land to be included within the revised preliminary plat of Hansen Heights. CITY COUNCIL MEETING: 22 July 2019 FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the East Sewer District and is guided for low density residential land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned A-2, Agriculture Long Range Urban Service Area; the applicant is requesting a Zoning Map amendment rezoning the property to R-4, Residential Urban Single Family District. D. The applicant has requested, approval of a revised preliminary plat of 123 single family lots subject to lot requirements and performance standards established under a Planned Unit Development Conditional Use Permit (PUD -CUP); single family dwellings are a permitted use within the R-4 District. E. The Planning Commission and City Council must take into consideration the possible effects of the request with their judgment based upon (but not limited to) the criteria outlined in Section 11-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2012 Otsego Comprehensive Plan includes the subject site within the East Sewer District and guides the area for low density residential uses at 3.0 dwelling units per acre or less. The gross density of the proposed 123 single family lots is 1.33 dwelling units per acre and net density is 2.33 dwelling units per acre. The proposed subdivision of single family lots served by sanitary sewer and water utilities is consistent with the 2012 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The property to be incorporated as part of the preliminary plat is surrounded by the approved preliminary plat on three sides. The overall preliminary plat of Hanson Heights is surrounded by the following existing and/or planned land uses shown in the table below. Direction Land Use Zoning Existing Land Use Plan Map North LD R-4 District Single family homes (Crimson Ponds West) Residential R-5 District Single family villa homes (Crimson Ponds West) East LD R-5 District Lefebvre Creek Greenway (Boulder Creek) Residential A-1 District Rural single family homes South LD R-3 District Single family homes (LIN -BAR Estates) Residential West LD A-1 District Rural single family homes Residential Undeveloped R-3 District Rural single family lots (LIN -BAR Estates) The proposed single family lots within the revised Hansen Heights preliminary plat are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The revised preliminary plat provides for transitional lots with greater width and area as required by the Zoning Ordinance as a transition to the R-3 District lots within LIN -BAR Estates. The proposed development will be compatible with the existing and planned land uses in the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed preliminary plat will comply with all applicable development regulations except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site is accessed via 75th Street and Odean Avenue. Intra - neighborhood street connections to LIN -BAR Estates also provide access to 701h Street (CSAH 38). The 2012 Transportation Plan designates 75th Street and Odean Avenue as residential collector streets, whereas 70th Street (CSAH 38) is designated as a minor arterial roadway serving regional transportation needs. These roadways have adequate capacity to accommodate the traffic that will be generated by the homes within the preliminary plat. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The subject site is located within the East Sewer District where the City anticipates provision of services in support of urban development as guided by the Future Land Use Plan; the proposed preliminary plat can be accommodated by existing City services. F. The planning report dated 10 July 2019 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated June 20, 2019 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 15 July 2019 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 5-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 22nd day of July, 2019. Attest: Tami Loff, City Clerk 3 CITY OF OTSEGO By: Jessica L. Stockamp, Mayor CITY 0tSe F O MINNESOTA APPLICANT: VHF Investments, LLC 17 Jul 19 FINDINGS & DECISION PRELIMINARY PLAT/PUD-CUP APPLICATION: Request for approval of a preliminary plat and PUD -CUP to be known as Hansen Heights. CITY COUNCIL MEETING: 22 Jul 2019 FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the East Sewer District and is guided for low density residential land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned R-4, Residential Urban Single Family District. D. The applicant has requested approval of a preliminary plat of 123 single family lots subject to lot requirements and performance standards established under a Planned Unit Development Conditional Use Permit (PUD -CUP); single family dwellings are a permitted use within the R- 4 District. E. The Planning Commission and City Council must take into consideration the possible effects of the request with their judgment based upon (but not limited to) the criteria outlined in Section 11-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The 2012 Otsego Comprehensive Plan includes the subject site within the East Sewer District and guides the area for low density residential uses at 3.0 dwelling units per acre or less. The gross density of the proposed 123 single family lots is 1.33 dwelling units per acre and net density is 2.33 dwelling units per acre. The proposed subdivision of single family lots served by sanitary sewer and water utilities is consistent with the 2012 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The property to be incorporated as part of the preliminary plat is surrounded by the approved preliminary plat on three sides. The overall preliminary plat of Hanson Heights is surrounded by the following existing and/or planned land uses shown in the table below. Direction Land Use Zoning Existing Land Use Plan Map North LD R-4 District Single family homes (Crimson Ponds West) Residential R-5 District Single family villa homes Crimson Ponds West) East LD R-5 District Lefebvre Creek Greenway (Boulder Creek) Residential A-1 District Rural single family homes South LD R-3 District Single family homes (LIN -BAR Estates) Residential West LD A-1 District Rural single family homes Residential Undeveloped R-3 District Rural single family lots (LIN -BAR Estates) The proposed single family lots within the revised Hansen Heights preliminary plat are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The revised preliminary plat provides for transitional lots with greater width and area as required by the Zoning Ordinance as a transition to the R-3 District lots within LIN -BAR Estates. The proposed development will be compatible with the existing and planned land uses in the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed preliminary plat will comply with all applicable development regulations except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site is accessed via 75th Street and Odean Avenue. Intra - neighborhood street connections to LIN -BAR Estates also provide access to 70th Street (CSAH 38). The 2012 Transportation Plan designates 75th Street and Odean Avenue as residential collector streets, whereas 70th Street (CSAH 38) is designated as a minor arterial roadway serving regional transportation needs. These roadways have adequate capacity to accommodate the traffic that will be generated by the homes within the preliminary plat. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The subject site is located within the East Sewer District where the City anticipates provision of services in support of urban development as guided by the Future Land Use Plan; the proposed preliminary plat can be accommodated by existing City services. F. The planning report dated 10 July 2019 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated June 20, 2019 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 15 July 2019 to consider the application, preceded by published and mailed notice; based upon review of the application and evidence received, the public hearing was closed and the Planning Commission recommended by a 5-0 vote that the City Council approve the request based on the aforementioned findings. 2 DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED, subject to the following conditions: Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Lots within the preliminary plat shall be subject to the following requirements: 3. Future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway meeting the requirements of Section 11-21-7 of the Zoning Ordinance to Odean Avenue to access not more than 2 lots. 4. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 5. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 6. Outlot A (Phase 1) and Outlot A (Phase 2) shall to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. 7. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 8. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 9. All utility issues shall be subject to review and approval of the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 22nd day of July, 2019. 3 Lot Lot Lot Setbacks Area Width Depth Front Side Rear 75 1h St. Wetland Odean Ave. 70" St. Lots except Interior 12,OOOsf. 75ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 100ft. in row below L1, B1(3) Interior 18,OOOsf. 100ft. 135ft. L1-10, B5(3) Corner 130ft. L1-4, B4(4) L3-6, B5(4 3. Future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway meeting the requirements of Section 11-21-7 of the Zoning Ordinance to Odean Avenue to access not more than 2 lots. 4. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 5. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 6. Outlot A (Phase 1) and Outlot A (Phase 2) shall to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. 7. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 8. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer. 9. All utility issues shall be subject to review and approval of the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 22nd day of July, 2019. 3 CITY OF OTSEGO By: Jessica L. Stockamp, Mayor Attest: Tami Loff, City Clerk