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ITEM 4.2 Hansen HeightsOtSegTY O o F MINNESOTA DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Planning City Planner Licht 22 April 2019 PRESENTER(s) REVIEWED BY: ITEM #: City Planner Licht City Administrator/Finance Director Flaherty 4.2 — Hansen Heights City Engineer Wagner City Attorney MacArthur STRATEGIC VISION MEETS: THE CITY OF OTSEGO: amendment, and preliminary plat/PUD-CUP. 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. X Is committed to delivery of quality emergency service responsive to community needs and expectations in a cost-effective manner. VHF Investments, LLC is proposing development of 117 single family lots on 87.09 acres located east of Is a social community with diverse housing, service options, and employment opportunities. preliminary plat that will remain and another that is to be removed. The proposed development requires Is a distinctive, connected community known for its beauty and natural surroundings. AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of applications for vacation of existing public right-of-way, a Zoning Map amendment, and preliminary plat/PUD-CUP. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No Held by Planning Commission on 15 April 2019 BACKGROUND/JUSTIFICATION: VHF Investments, LLC is proposing development of 117 single family lots on 87.09 acres located east of Odean Avenue between 751h Street and 701h Street (CSAH 38). There is 1 single family dwelling within the preliminary plat that will remain and another that is to be removed. The proposed development requires consideration of applications for a Zoning Map amendment, PUD -CUP, preliminary plat, as well as vacation of existing public right-of-way. A public hearing to consider the applications was held by the Planning Commission at their meeting on 15 April 2019. Mr. Henry Hansen was present as the developer and agreed with recommendations of City staff. Residents attending the public hearing spoke to general concerns for traffic volume, speed, and roadway conditions on Odean Avenue and 70th Street (CSAH 38). City staff explained the designation of these streets as a major collector and minor arterial street, respectively, and their function for non -local traffic. A concern was also expressed regarding traffic increases on Ogren Avenue and 71ST Street within LIN -BAR Estates from residents of Hansen Heights. City staff explained Wright County access restrictions for a minor arterial roadway that do not allow for another connection to CSAH 38 between LIN -BAR Estates and Boulder Creek. Residents as well as the Planning Commission also discussed the transitional lot requirements for proposed lots abutting LIN -BAR Estates, which is zoned residential, and adjacent agricultural parcels. The Planning Commission raised no significant concerns or questions regarding the proposed development. The public hearing was closed and the Planning Commission voted 7-0 to recommend approval of the applications. Findings of Fact and Decision have been drafted by City staff based on the recommendation of the Planning Commission for consideration by the City Council. SUPPORTING DOCUMENTS ATTACHED: ■ Planning Report dated 10 April 2019 ■ Engineering Review dated April 11, 2019 ■ Resolution 2019-23 vacating existing public right-of-way ■ Findings of Fact and Decision; Zoning Map amendment ■ Ordinance 2019-10 amending the Zoning Map ■ Findings of Fact and Decision; Preliminary Plat/PUD-CUP POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE ITTO APPEAR IN THE MINUTES: Motion to adopt Resolution 2019-23 vacating existing public right-of-way, adopt Ordinance 2019-10 amending the Zoning Map based on the findings of fact and decision as presented, and approve a preliminary plat and PUD -CUP for Hansen Heights subject the stipulations as stated 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; PUD-CUP/Preliminary Plat REPORT DATE: 10 April 2019 ACTION DATE: 14 May 2019 TPC FILE: 101.02 BACKGROUND VHF Investments, LLC is proposing development 117 single family lots on 87.09 acres located east of Odean Avenue between 75th Street and 70th Street (CSAH 38). There is 1 single family dwelling within the preliminary plat that will remain and another that is to be removed. The proposed development requires consideration of applications for a Zoning Map amendment, PUD -CUP, preliminary plat, as well as vacation of existing public right-of-way. A public hearing to consider the applications has been noticed for the Planning Commission meeting to be held on 15 April 2018. Exhibits: • Site Location Map • Hansen Heights development plans dated 03/25/19 (36 sheets) • Landscape Plan dated 03/26/19 (7 sheets) ANALYSIS Zoning. The subject site is zoned A-1, Agriculture Rural 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: 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 subdivision is 1.34 dwelling units per acre and net density is 2.45 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 subject site 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) The proposed single family lots within the subject site are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The 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. 2 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. B.4 of the Subdivision Ordinance requires that access collector streets be spaced at least 500 feet apart. The access to Odean Avenue is 640 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. 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. 3 The preliminary plat also provides for future street connections to the exception parcel at the northwest corner of the plat and the 5 acre parcel in the west center portion of the subject site 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. Right-of-way platted 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 10-8-10.13.13 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. FAI Lot Lot Lot Setbacks Area Width Depth Front Side Rear 75` St. Wetland Odean Ave. 70th St. All lots except Interior 12,000sf. 75ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 100ft. as noted below Lots abutting Interior 18,000sf. 100ft. 150ft. Corner 130ft. 150ft. LIN -BAR Estates FAI 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 and width requirement, but not the minimum depth requirement. These lots are proposed to be135 feet deep based upon the area available between LIN -BAR Estates and the rural residential exception parcel that limits the ability to have blocks on both sides of the public street meeting the minimum depth requirement. The reduced depth of these blocks 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. 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 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. 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 11-19-2.13.3 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 3) to the City that includes Lefebvre Creek and wetlands below the ridgeline along the east portion of the development. The phasing plan is to be revised to deed Outlot A (Phase 3) to the City with the initial final plat. 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 3) to the Lefebvre Creek Greenway providing park access to the proposed development, as well as LIN -BAR Estates. 5 Grading Plan. The developer has submitted grading and drainage plans for the proposed preliminary plat. There are wetlands Outlot A (Phase 3) which will be preserved by dedication of the outlot to the City. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2) /Block 3 (Phase 3) 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. 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 87.09 acres, only 64.3 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 31 3 39 4 20 RECOMMENDATION The 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. 0 POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-1 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 public right-of-way and a PUD-CUP/preliminary plat 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. 2. Lots within the preliminary plat shall be subject to the following requirements: 3. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 4. 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. 5. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2)/Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.D of 7 Lot Lot Lot Setbacks Area Width Depth Front Side Rear 75t St. Wetland Odean Ave. 70`h 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, 135ft. 136(3) Corner 130ft. 135ft. B2(4) 1-1-4, 64(4) 3. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 4. 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. 5. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2)/Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.D of 7 the Subdivision Ordinance; Outlot A (Phase 3) shall be deeded to the City with the initial final plat. 6. 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. 7. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 8. All utility issues shall be subject to review and approval of the City Engineer. All easements are subject to review and approval of the City Engineer. 10. 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 mirm _ f jfr ti 60THSJPNE 1,1_4800042100 1-�r_--- All MINNESOTA I HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT OiSEGO, MN WRIGHT COUNTY PROJECT LOCATION 5 � Ir �I OTSEGO, MN INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PIAN CI.1—C1.7 PRELIMINARY PUT C2.1—C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PUNS C4.1—C4,7 STORM SEWER UTILITY PLANS C5 .1—05.2 STREET PROFILE PUNS GG C7.1—C7.3 STORM WATER POLLUTION PREY. PUN DETAILS wcNr: VHF INVESTMENTS, LLC HIIG N. oivuaum,ux.u.. ntxm,uueex fl c �igTT � a Wy�aBficl Y�a Yalj t a g Hit, E �I ��Iqyy �t N N RLE NO. 00715 Co Q PcJ19 16 A i RESIDENTIAL URBAN SINGLE FAMILY W CO PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN GIEM: VHF INVESTMENTS, I GROSSAREA PRELIMINARY PLATC2.1 GRADING AND DRAINAGE - LLC 1..oe AL4AKNK M. I _ _ _ _ - _ _. _ _ -_ _ STORM WATER POLLUTION PREV. PUN t _ /•�� C7.1 -C7.3 I 1 m .,•U�"•I��i" '1�f1 •'-.-:I 1 11� Ir Y_..J .`C - - � \ ` / o va xm 43o I- f> t I Il r I i I rt - t\ •, � I �'' 4 ILS JL ��J�IL JIL �;--- —�,�: Q.-•° CRA%IIC SGLf M EEL -f O T / I 'r• TL / "'_ 1 PHASE 2 - 31 LOTS- PHASE 3.39 LOTS �.` h,/t� ixmYa y $5 S i jv _ / •- PHASE 4 20 LOTS 2l I• `• I i � I I . a 1: S •j 1. .c. i '`'" / \ -`Xt -�% I Q PcJ19 16 A i RESIDENTIAL URBAN SINGLE FAMILY W CO PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN GIEM: VHF INVESTMENTS, I GROSSAREA PRELIMINARY PLATC2.1 GRADING AND DRAINAGE - LLC 1..oe AL4AKNK M. I _ _ _ _ - _ _. _ _ -_ _ STORM WATER POLLUTION PREV. PUN VLYRCY,H...H..... C7.1 -C7.3 DETAILS ' o va xm 43o I- f> / C - , \'•', 1 •^•'• Imo- EXISTING HOME LOTS - I NEW HOME LOTS . 116 TOTAL PROPOSED LOTS . 117 LOTS �'' 4 W I •,� I /" � CRA%IIC SGLf M EEL -f O T / I 'r• TL / "'_ 1 PHASE 2 - 31 LOTS- PHASE 3.39 LOTS �.` h,/t� ixmYa y $5 S i jv _ / •- PHASE 4 20 LOTS 2l I• It I -EXISRNG HOME LOT: L1, 86, 2ND NOON �_ -' , _ - EXISTING P.I.D. #S x e a z '�• , 118-500-284-401 o c O a -_ *Ep - .{ I- - •\ 118 190 000-010 118-500-284-204 W = 2, 11 JO W Z .ai 2 , ..••• 118_500-294-200 8-500-273-200 W pO y i Wo 4 ax a jy PROPOSED ZONING 2 c o $ a� PART OF SEI OF SECTION 28, TOWNSHIP ,�- t 121, RANGE 23, R-4 AND R -4A = Z L—C1,0 RESIDENTIAL URBAN SINGLE FAMILY W CO PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN i_-_-Y1_._� GROSSAREA PRELIMINARY PLATC2.1 GRADING AND DRAINAGE - I .-1 87.09 ACRES _ _ _ _ - _ _. _ _ -_ C6 STORM WATER POLLUTION PREV. PUN I C7.1 -C7.3 DETAILS ��- PROPOSED LOTS C - , \'•', 1 •^•'• Imo- EXISTING HOME LOTS - I NEW HOME LOTS . 116 TOTAL PROPOSED LOTS . 117 LOTS �'' 4 W I •,� / I PHASE 1 . 27 LOTS W T / I 'r• TL / "'_ 1 PHASE 2 - 31 LOTS- PHASE 3.39 LOTS �.` h,/t� ixmYa y $5 S i jv _ / •- PHASE 4 20 LOTS 2l I• It I -EXISRNG HOME LOT: L1, 86, 2ND NOON h nVV��llr�»` PUBLIC STREET 60' R/Wl K•, it APPROXIMATE LENGTH 8,375 F7 I_- APPROXIMATE AREA - 11.8 AC I i T PROJECT LOCATION PART OF SEI OF SECTION 28, TOWNSHIP c t 121, RANGE 23, I • I AND PART OF SW} OF SECTION 27, TOWNSHIP 121, RANGE 23. - _ ,J WRIGHT COUNTY, MINNESOTA. I - t LEGAL DESCRIPTION `a SEE SURVEY. L—C1,0 IT -1 \ \� y'� INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN i_-_-Y1_._� _. CIA -C7.7 -C2.7 PRELIMINARY PLATC2.1 GRADING AND DRAINAGE - C3.1-0.7 C4. _C4,7 C5.1-05.2 SANITARY AND WATER UTILNY_ PUNS STORM SEWER UTILITY PLANS STREET PROFlLE PIANS _ _ _ _ - _ _. _ _ -_ C6 STORM WATER POLLUTION PREV. PUN I C7.1 -C7.3 DETAILS FILE NO. 00715 C1.0 Overall Layout and Phasing Plan EIDSTINC P.I.D. 05 PROPOSED LOTS WETIAND DELINEATION k CUEM: Ile-500-2e4-+Ol RISiING HOME LOTS - 1 LEGEND PAGE LAYOUT: tID-leo-000-010 NEW HONE LOTS - tlp INFORMATION PROVIDED BY: VHF INVESTMENTS, 18-5°0-281-204 TOTAL PROPOSED LOTS - 117 LOTS AC VIETMND SERNCES, INC. .... w Cv1YND ir- llne "._N°-2]3 200 PHASE 1 - 27 LOTS .14-11. NI 55353 Nt. 5®ECS - -� C1.I C1.2 LLC EXISTING ZONING PW SE 2 . 31 IATS• vv FRONT YARD 35 R -- Eda1N0 WellRne Deund.ry PWSE 3 . 39 LOTS SIDE R/YI 35 R ... - - - Cd.IN9 R/W Llne G1.3 G1.4 Nue x. A -I AND A-2 PHASE a . 20 LOTS SIDE INTERNAL 10 R PLYAIOUTN Nx.aHO AGRICULTURAL RCNt YARD 20 R --------_.. Edallnp ER.emeni v.4a a •IXISTMG HOPE LD1: Ll, Bq INC ADDN ARTERML R/W B5 R PROPOSED 70N111C Ed.Nn9 e.une.ry tln. C7.5 C1.6 PaT'TIj,i��- RESIOEN1uL SwGlf FAMILY PR0.IECT DENSITY )u R=1 r.R� wu. _--� PrePee.e Sln.l MI 1.1 Ll, B1 4N Lt -l3. Bl GROSS 013LSIIY: 131 LOTB/K 1.1 Ll -L13, m tot LI - V. 03 Pout tol. /auras AIWAO LOT °ETN& Pro -.d LW 11M ° SO !00 !SO ti Ll LI -1.11. DS N L5, B! D,] / IYm) CL7 O 2N 1.1-1.4. BI R -4A NET DENSITY: 2A5 LOTS/AC d S°lb-1, (AAPHK Sf !£ IN FEET O 2N Li -L4, m 310 LI, BI PmAI Tors / na A20 2N Ll-Lll, m 3rd LI-LI1, RG IN A.0 - wo>r AATw us. R/n Nro olntels) 19 ZO e - e Ie'-_...-�--- RoPR.ed OYU Ew.m.nl 2N Lt -L4, 04 IN L1 -U, B2 P,a / n.e]I -_... ai 2N LI -L7. B5 4tH Ll -L+, B4 --- urr,ruuNrrrrru,ru. PmPRaed CVA and CUIYr h °' F 2nd L/, Be MMIMUM LET REDUTREMINTS S SURVEY DATA PROJECT LOCATION Z a q Ytl L2 -LI, Bl R-4 LOT YINIYUMS: Pmpe.ed 5' WWe SMar.1& i Jr0 Ll -L5, m LOT ABG I2X00 M S' >' SUBVEY INFORMATION PROWDED BY: PART OF SEI OF SECTION 28, TONNSHIP 121, Q W W ]b LI -LIS. B] LO WI iH-IMEPIOR 75 iEET I SLpPE t Ss WN, n.N.9..r vfA' rm,mu ma rn.,m uva YEYY! H -H HAND SENVICES DANCE u, MID O ? Sre LI -L5, BI LOT WIDTH -CORNER 100 iCET • "� R- 708 1.1 AKNUE NC PART OF SYQ OF SECTION 2]. TOWNSHIP 121• W C Q 3rd L1, BS LOT DEPTH TDO FEET I BUFFALO• TIN 55313 MANCE yT = Q MA% BUp01NC GSE RACE SOL WR.HT CO.-.WNNESOTA. GROSS AREA E -C 704 DATED: FEBRUARY 12, 2019 Z 1 G B).O9 ACRES R -M LOT NOMIYU45: +• CRETE S. WIDE CONRET[ CURD LOT AREA le,mD sF LONCpCTC SIDEWALK OM A A ° OIIUMINOUS NAT CU1TR PUC[D ON BENCHMARKS (PROMDED BY OTMO0 CITY LVW � W PUBLIC STREET 60' R/N' LOT WDIH-MTENIOR 100 FEET APPpOVEp SUBCpAD[•••• APPROVEp SuecRADE �- ENCINLM. HANANSON ANDENSON, INC. LEGAL DESCRIPTION U) °n LENClM - 8375 R LOT WIOTH-CORNER 130 FEEL (IBNR SIBC) 0 �� KIND 29 MTUTA. J LOT DEPTH 50 FEET • 5 C -EL BASE (YOOIDED) 2B' WIDTH )• SR SURVEY. Z ARG r 12.62 AC (INC M 75TH ST., YA} °Up°ING COVERAGE M. -1 10. M •ie ,A°raNa TNH, EAST S. OF OOEU. WIE• 1S1 _Q .DEAN AYE, AND 701H ST.) 0 APPROVED OHNONAD[ 3D' WIDTH c Mq d,d ee ° HYDRANT N OF 75TH ST.. E -92e.0o u °° rx.i• IMJo6� • QUESTED D TO l35 FEET OEPTN wu i. • W OPEN SPACE ..Do. REQUESTED DUE TO IX6BN0 PARCEL d oe{aNNp rpAl-el-wy IN•a °a en°„n PR SPIKE IN PP, D DUAdbNT OF OOPEN O 20A5 ARES (W1LOTS A AND B) UYREO OINENSION WATH '^�" v.. r. pot AVCNU[ AND CO RD >0, EILV•048.08 OJ , L'PC-G.IY �r75th Street s.i14 W I IS .. •-� 1•,- � _., ! ...-. ....+. a.�-•..r,n. �r �v.r, .I=. �. -- .� �-l='-"a` /_ ___ _ - -- _ �"��P' F-,✓ J ! F � o Sg �� w ;i I .�°� j')/.. „x.+r- I _.__. ,--- j_- � I __ N - •-�-�-•---' � i �� / may" $ e � � � 5 I uN' 0 vw __ S � f _.., $ EA' S ` ,r - "I I Li„°1 j '�{i j •�s: Y• I H �: II: �; J, p Ci z>,DRI SF I 4`7 i j Ip) j Ll.m j 'sl r1. e2 I I Lz,m r 1 u. D: I I um lilL m I I Lam I I u.m I I la IS.IpSF F 14110SF L>,LIDINfP I I;N>St IS.A1>SYIm-- JI- - -..J L__._J L..----ILevayr� f CnL r..• v yr rr 74th 5treet /a o \ o Lx I I339e SF IN iii ��+Hiiii IW iiiitI �Iliji iii � �!iii bl iii ! �ljiI 4,tlOSP iii pjIIiiiI t4,RSrtOSF ijii 'IijiI 1/,RSOSF pE N.tIeO S -F Jjii sIILj!i•L L. jj �!Iii 1+,aB..Om Sr Ij ule.1m Ium j 1 j 1 1u.n j AY 1 n ° MNi/,sIw99Y i uI j i IA �19tl j-i't -�-I�x�a1 14,SON -1 * ----- - MATCSh..ts CIA IC1.4 N i 911�y19. i l MATCH UNE Shoots C1 1/ C1.3 eI` Tee it sF.lE 1 uansF I I 14,u1 sF Ii �~IIm.sr 111- ICN9 SF140f23P�.- ---------- S I rnl 1 fi`�- t INDEX OF CIVIL SITE DRAWINGS: RLE NO. 00715 Le.n I IIXlOSr I �Ni'Ir 1 L9.n Ip I IaxeO tF 1I jII CO PROJECT LOCATION PIAN I Lt° Ci.1 OVERALL LAYOUT AND PHASING PLAN CI.1 27 PRELIMINARY PUT I Ia36 C2.1 C2,7 GRADING AND DRAINAGE PUNS CJ.1-CS,7 STORMS AND WATER ULANS PUNS C4 ly ? -{ /`/ 1 1 w c� .1 -C/.7 STORM SEWER UTILITY PUNS C5.1-CS.Y STREET PROFILE PIANS -A C6 STORM WATER POLLUTION PREY. PUN . 10 -C7.3 DETAILS Proliminory Plot EXISTING P.I.D. 4S PROPOSED LOTS 118-500-284-101 CXISTINC ONE LOTS - I I18-IDD-DOD-OI1 118 -500 -2m -2M NEW HOMC LOTS - 118 TOTAL PROPOSED LOTS - 117 LOIS 118-500-281-200 1ID-500-TA-201 PHASC 1 - 27 Lms EXISTING TONINGPNASE 2 31 10T5• PHASE 3- b LOTS -, 4 - 20 LOTS A-1 AND A-2 MRINWRAL N�`, Z i4. PROPOSED 70NING .D(STING HOI.IE LOT: LI. Be, 2ND MDN RCSgCMMI SINGLE FAMILY PROJECT DENSITY R:A L1, BI L1 -I3, 81 GROSS GENS-: 1.31 Con/.lRl L1 -LIS, D2 IN L1 -V, BJ 8014 t� / axY.: AR Q IH L1-LI1, BS 41H L3, W (I I7/R70B 2nd Lt -L1, DI a -u 2nd LI -L1, B2 3M Ll, 01 NET O[NSRY: 2A5 LOTS/M 2nd Ll -L1 t, B] ]M L1 -L1 t, 86 Ba1AL tai / HITNM) Ixe ARu - aRms ARu US: R/N Axo aunmy 2M LI -L1, BI 4N L1-L4. 82 2M LI -L], M NN LI -L4, 84 III] / n.P27 2M LT. BB ]r0 L2 -U. B/ MINIMUM LOT REQUIREMENTS R -I LOT MINIMUMS: 3M L1-L5, 82 LUT AREA, 2.000 SF 3rd LI -L13, BJ 3M L1-L3, BI LOT IIIDIH-INTERKIR 75 FEET SM U. BS LOT WIDTH -CORNER 100 FEET LOT DEPTH100 FEET GROSS AREA MAY -LONG COVERAGE ]as 8].99 ACRES R -4A LOT .11,111 LIS: PUPLIC STREET RO' R/W IAT IW IW DTI -INTERIOR 104000 RET LENCTM - 8.375 Ff OT WIDTH- NCR 130 FED FEET AREA - 1222 AC (INCLUDES 75TH ST. DDEAN AVE, AND 70TH ST.) IM KAUDWO CDVEMCE ]ta OPEN SPACE • ADJUS-. TO 1. FCLi pCPM REOUIM- DUE M DRSTINO PARCEL 28.45 ACRES (OUILOTS A AND B) .."ED-DISKNI WIDTH WETLAND DELINEATION R INFO TIg4 PROVIDED W.- LEGEND . AG -N. ..=.INC. Fil.11np ine Um P.O. BOX m IUTAHALL YN 55153 $ -ERfnlln0 --d Boundary NOMI THIO 35 R SIDE R/W 35 R EAI.Unp R/W We �j III SIDE INFERNAL 10 FT RCM YARD RO FT _.._. E DIft Ce.Rme 0 MTCflML R/.8S R �-_ Ed'u,0 Boundary Dns �� Proponad Slr.Rt R/IV LOT DETAI. --d l l We PnPee.d S.m.. 16' 28 ■ - B 16' � - -- Prormed DAU E -- i Pnl.P.d caro end culler g s r 9RM Pmp3' Md. SidnlnlA • SIOK 1 3' PCR FI. 2% Mq. pNME. ne vIMIY .rwnwr)n .e Mawr IAUN sa PLA E m4 I'N THICK, 5' WIpE CONORCIE CURB d ! CO CRCTC SIDEWALK ON A A B BITUMINOUS MAT DUITDI rIACCD OM of (PPPWTD SUBORM[ •••• MPROVCO SUBCRADC - CRNCn "OF) C cuss ! GRAVEL BAA (MODID[D) 29' WIDTH D APPROVCB SUOGRAOC 30' WIDTH gses AmAp,p]n .eloxaq nptl-of-.eY Axon n Mom an m. W.I. i ' 1 1 l R}InrMn----------------- MATCH LINE Sheets C1.2 / C1.4 1 '5TOW WATER BASIN PAGE LAYOUT: C1.1 01.2 C1.3 C1.4 C1.5 C7.6 0 30 )OD !30 C1.7 G A%IK -'r M IEE, SURVEY DATA PROJECT LOCATION SURVEY MFONAUIHIN PROVIDED BY: PART OF SEI OF SOGDON 25, TDWxSHIP 121, NEYER ...UN TMD SDMCES RANGE ?3, AND ]OB IRI AVENUE HE BUFFALO. UN 55313 RANGE PARI 6 21. SWI OF SECTION 27. TOWNSHIP 121, DATED: FEBRUARY 12, 2010 MOONT COUNTY. MINNESOTA BENCHENGINNCCR XHA(ANSONED BY EE.SON.E`I°,c.Gl" LEGAL DESCRIPTION NOVO 20 DATUM): SD: SUE-,. TMH. GA SIDE OF OOELL CARE, 1A HYDRANT N OF 75TH ST., ELCV-920.00 RR -NC IN PP, NW QUADRMIT K OGDEN AVENUE IHD EO RD > , ELN -04829 1 \' � OW ;�,aiunea rn n�Yw iv %j j •`••. � N� N�`, Z i4. II CD PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2. 1 -C2.7 GRADING ANO DRAINAGE PUNS C3.1 -C3.7 SANITARY AND WATER UTILITY PUNS C4.1 -C4.7 STORM SEWER UTILITY PUNS �\ C5.1-05.2 STREET PROFILE PLANS 1 \ i ' 1 1 l R}InrMn----------------- MATCH LINE Sheets C1.2 / C1.4 1 '5TOW WATER BASIN PAGE LAYOUT: C1.1 01.2 C1.3 C1.4 C1.5 C7.6 0 30 )OD !30 C1.7 G A%IK -'r M IEE, SURVEY DATA PROJECT LOCATION SURVEY MFONAUIHIN PROVIDED BY: PART OF SEI OF SOGDON 25, TDWxSHIP 121, NEYER ...UN TMD SDMCES RANGE ?3, AND ]OB IRI AVENUE HE BUFFALO. UN 55313 RANGE PARI 6 21. SWI OF SECTION 27. TOWNSHIP 121, DATED: FEBRUARY 12, 2010 MOONT COUNTY. MINNESOTA BENCHENGINNCCR XHA(ANSONED BY EE.SON.E`I°,c.Gl" LEGAL DESCRIPTION NOVO 20 DATUM): SD: SUE-,. TMH. GA SIDE OF OOELL CARE, 1A HYDRANT N OF 75TH ST., ELCV-920.00 RR -NC IN PP, NW QUADRMIT K OGDEN AVENUE IHD EO RD > , ELN -04829 1 \' � OW ;�,aiunea rn n�Yw INDEX OF CIVIL SITE DRAWINGS: II CD PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2. 1 -C2.7 GRADING ANO DRAINAGE PUNS C3.1 -C3.7 SANITARY AND WATER UTILITY PUNS C4.1 -C4.7 STORM SEWER UTILITY PUNS �\ C5.1-05.2 STREET PROFILE PLANS Cb STORM WATER POLLUDON PREY. PLAN C7.1 -C7.3 DETAILS .EM: VHF INVESTMENTS, LLC W W� a a� `o a Wa ir WW coa d W Z 1CQ� O a T. VJ Li - IE a r; e tfi�I „II �4 10 N h a � FILE NO. 00715 C1.2 EXISTING P.I.D. IS PROPOSFO LOTS WETLAND DELINEATION a 1115-soo-T01-101 DUST NG ROUE LOTS - 1 LEGEND PAGE LAYOUT: LUEM: 1115-tao-oOD-olo NEW HOME LOTS - 11B INFOR AU10 PROVIDED BY: VHF INVESTMENTS, 1115 -3o0 -2M -2a TOTIL PRDPOSED 11115 - 117 LOTS AO WEILAND SEMICCS, INC. 661.9 Tr°° Line !10-500-27-200 0.O. Dox IN b �-..-.-.._ Ex -B NellOne evvnavry CIA C1.2 1115-500-2]5-200 PHASE 1 - Z7 HATS POMMEL LIN 59J5] LLC PHASE 3 - 31 LOTS• FROM 0 ]5 R - - _ - E""D RM Um C1.3 C1.'f EXISTNG ZONING PHASE J _ 31 LATS 9pE R ]S R A-1 AND A-2 PHASE 1 - 20 DOTS SIDE INTERNE 10 R PLYII 1T e -NBC Lbua ACBRULTURAL REAR YARD 20 R -._-_-_..__- EiI , E.ee 1 .OUTH, N 'EXISTING HONE LOT: Lt, Ba, 2. AOON x ARIERNT R/W 65 R PROPOSED ZONING [UeMq BauMery U. Ci.S Ci.li paoj L�4,a,° IaSIOENML SUKXE FAMILY PROJECT DENSITY a l� I.I. 91 BN Ll -U, at GROSS MRS.. LSI LOTS/AC «W N- Stre°I lat Ll -L15. M IW Lt -V, B] (TBTAL ,Ola / LPon AaCA) LOT MAR, Pr°pned Lel Ul . 0 30 ,W ISO F IM Ll -LII. 0J N LS, M (I,T C1 7 U 1 2nd Lt -U. 7 $� NLT pD.SItt: 2.15 LOTS/AL u i - •------- PARPPeed S.W.A CPAMIIL SC4l /N rEEF 'W1 2nd L1 -U, B2 ]rd Ll, 01 __..._ 2nd Ll -0l• W 3b LI -Lt I, 80 a uaf t/W AND BULUR6)--"--'"""--'--' (total Loth / xR ARG) Mn AqA - e -Ls AR le' 20 0 - B 16' L PAOpeeM DAV Easement 2 2,d LI -N. 7 1L6 Lt -LI, BZ („) / 1Tv) _, -_ 2M L1. 11 95 116 LI -LI. 91 ( _ 4 ...._. ...... NRPo1.d curb and GUII.r I- N and u, ae u1wIAUM LOT RcoLHREMENTS & SURVEY DATA PROJECT LOCATION ]b LI -L1, 7 R-1 LOT NINOLUMS: PFop°.°d S' Wlda SWeWeh r^ 2 3N L1-L5. LOT MFA .FEE Sr a' Y SURVEY WFORNLAND PRWCES BY: PART OF SEI OF SECTION 20, TOWNSHIP 121, V_ Ill O C 3rd Ll -Ll ], BJ NEYCR ROHDN UND SERVICES MNLE 2], AND 0 Yd LT. M M LOT WIDTH-TINTERIOR )S EFEI ' S(OPC 1 ]- PER R. 3K NN. d.Mp..nl u,WIY eevm-N r .Asn Nua ]00 1.1 AVENUE HE W d ]' LOT BOTH ORNER IBB FEET OY PARI OF SV/I R SECTION 2], lOWNSNIP 131, (C ]b LI, BS LOT DLPTN Op f[Ef BUFFALO, AN 59313 RANGE -7• 0 G VAX BUILDING CWERACE ]OKJIL WRIGHT COUNTY, MINNESOTA 2 .GROSS AREA SCE PUf[ )01 GATED: RBRMRY 12, 201q W a).pv ALRES R -M LOT MINIMUMS: 1. 1NIgt, 3' MDC CONCRETE CURB A Z O LOT ARU 18.000 SF C.C.ETC SIOEW'ALK OR A A 8 BITUU114WS NO CUTTERPLACEDON _ RENCRIMRNS (PRONOEO BY OISECO CM Lu W OO AWROVCD SUBCMO[e«. A - C i W PUBLIC STREET 60' R/W LOT WIOIH-PITERIOR 100 FLET SUBCRAO[ ENGINEER, NAKANSON ANpFRSN, INC. LEGAL DESCRIPTION IENGM - 6,3]S R LOT DEPTH COPNCR ,50 FEET • ([RNCR 510[) C q 5 cRAYR PASO (MODIFIED) 29' WIDTH _- NWO A MIUM): SEE S.-. Z ¢ Q d AREA - 12A2 AC (INCLUDES ]STIP ST_ MAX BUILDING LWEMGE ]OX Berra ingq - TNH, EA51 SIDE OF 00ELL LANE. IV Q F- DEAN ANE.. AND 70TH ST. P APPIIOVED SUDGNAOC 30• WIDTH °M'A e1'°n'r°° HYDRANT N OF 75N ST., D.1 -620M maYW,a u e .mv ,or I.A.,°A rnoB = - AUlO 1J5 EI DEPTH I m ,A wNe°. e OPEN SPACE REOUIVED ESRa D R UE TO EXISTWG PARCEL. TR^] FrOOY wMIv*", rbn,-eA-imy A,,.. .. enem R SJE IN W. D %QUADRANTUN- OF DCREN 26A5 ALRCS (OUIIOIS A AND B) LIMREb OINCNION WIDTH 1O1fw m p.l. AVCNUE AND CO RD ]B, ELLV-010.06 Ii � II °` BATCH LINE ShNN C1.1 IC1.9 I LL - -- 1 A � J ILL --._j._•-_.�__-•_-_____) 1•.-/ ,r o -' °=wee,- --- ..,. l f-�.,- � :.- 'r-- - i a_ I _ I -_ - - tl IN d I i - � � IM a C Y -_,+•---- -1 j=-__.-� r"----..-..�..n I I I �..�---_ �. I-._-_ j �_ _" u. B3 " I I"_ u. B3 1l I `^I y p8 `E Ll. a2 j 1 geld Lea I Ise i .j 1C L.2rneaL - r tL 1 ad1-�I'1"j her �:y �'� dIY s 1 I L u21Is� i ej lsa iaP .: 3adrsP I I u.dal sP I I uawsP -..I ..I u.posr I I u.uosr ; l I 1• �`/1l{ t k I 12N1r S"'--Il,1Nu I �:-13.1MSP IS,/T28P '•r- I I,LMPSP I -j' IaJtn SP Xq I -+j 1-2 --_. _.._.._. r j k .'�. I..,,.„. .,._,•.I. . _.._. .-._{ .�I',.. ,z. I- ___. J L _ L -----_.-1 - .7. -_. -_ I L _ _n,j 4 __ PS • s 1 L i -filfig; I _ --- _ ------A.-m_�------- -� -- O 3ATm- n I w ks as 7 Jrd "- �� ..... y -�•r =L"i I _e- "« _'_'G- ,,FI' _ v� W vPnx-. .--.,..-..�w� i ,,,,n' r wr.-------- ---1 e� I) r , ^r•• , U --1 �, < ' ( I L � I r"-----.- � r--.._..-_� I I • � I r----- --� I r-•-- - 1'l I � � I Y I I Z qre � I L� � I . I I�Ny u.2N -i1II L.1. B1 Its Ik I u,ln j I um el u. st I�41 �� I� I u. p2 ( ie1 �{ al5' I cL.w I°j ya I I rlsrvsr I LssP I 1R5 Imo' 1 I ._ I] use I 12,y. _• I wR6 ni asr k u, aosP I' �I )psP I I Ls.nl sr I ID; I ususP Ij L3.m aP I I I I ,II I�• I i _ L--=1 I 1 I - `. ii I _- ••-_•_.-� _.-� _.__..J' �L_______..J� L__.�v„J j 1 (DI I L.__ -_____J fiL__-_war _._J L_.-_..-._.._� �i-.__-. __-J ,� ._ _-.. nnx'J.li 1-._ i I I II I RIF ----- --------------- -•-"- -- - - - -- - - L ------- -- -- - - - -- •-------"------- - - -'ay I �ik Fn� 1 `tl I - k I3,03SP I3 ! ° -L_ 2-1- --- I I iI a 6 II 1 MATCH LINE Shasta C1.3 / C1.6 1 INDEX OF CIVIL SITE DRAWINGS: FXE AO. 00715 -s TION PLAN C�1.0 POVERALL LAROJECT YOUT AND PHASING PUN -0ELHO 21.7 CRRADWGNA ND DRAINAGE PUNS PW w SANITARf AND WATER UTILITY PLANS C1.3 D _ L Cd.1-Cd.7 STORM SEWER UTILITY PLANS -iN 1 i yli j �- i-_-� - �� •�-� q�-- L j C5 CS STREET mon E PUNS C6 SiORM WATER POLLUTION PREY. PUN Is,udsF B I C7.1 -C7.3 DETAILS I k I 5 I I : II; (1 PreliminD Plot EXISTING P.I.D. IS ', I Tall I vw.eJ PROPOSED LOTS 119 -500 -2e4 -40I MST nIC HOME Lon . t 119-190-00°-910 118 -SOD -x94-204 NEW HOME LOn 116 TOTAL PROPOSED LOTS - 117 LOTS 1t9 -5B0 -2B DO IID-SOO-T/3-204 PHASE 127 LOTS F1fISTINL 70NINC PHASE 2 - 31 LOTS, PHA`f J - JB LOTS A-1 AND A-2 P.. 4 - 20 LOTS ACRICIILTURAt PROPOSED ZONIIIG '"WING HONE LOT: Lt, 96, xND A0011 -1. .1 SRICIE FAMILY $vlLl, Bt 4R111i LI -U, Bt PROJECT DENS" GROSS "I " I4n/AC lM Ll -L15. B2 N1, Ll -U, B3 lel LI -L1 t. 93 4IB U, 94 7-- 1- / c.ws AeCAI " L1-L4. Bl R_4A NR OENSRY: 215 LOTS/K 2nd L1-L4, B2 !rd LI, B1 2b Ll -Ll t• B3 3M LI -L11• B6 OmI A4G - AaiR Mw. rGs R/W Arm mmprzl 2M LI -L4, 84 4N LI -L4, SO 2nd L1 -U. 85 411, LI -LA, 94 2nd Ll, BO aro L2-L4, BI MIWIMUM LOT REQUIREMENTS R Lor 4PIIMUIS: 3rd Lt -L5, B2 -I LOT ARU "2,000 SE 3rd L1 -Ll ]. BJ !b L1 -IS, 94 N. LOT WIDTH -INTERIOR 75 ELFT LOT VRwH_CORNER 100 FELT ]b 05 LET DEPTH 1. FEET GROSS AREA MAX BUILDING COVERAGE JOX BI.Oq ACRES R- LOT MINIMUMS: PUBLIC STREET 60' R/W LOT AREA 18.000 SF LOT WIOTH-INTERIOR 100 FEET LCNCFM -9,375 R LOT WIWH-CORNER 130 FEET 1. RET AREA - 1212 AC (INCLUDES 75TH ST., WEAN AVE. AND 70TH 9.) - /ARCM.. COVFRMF ODX OPEN SPACE REWESWEDFD WE TO DEPTHO 1. FEET TO EXISTING PARCEL 29.45 ACRES (OUTLOTS A AND B) LAMBED DIMENSION NOM MATCH LINE Shoats CIA / CIA � LIG.- 1 1 c12.1 14.W SF _I I_u, w9P I I IAso BFo li 1, 'x•�� WETLAND DELINEATION LEGEND PAGE LAYOUT: cuD I G BUITION PROVIDED M VHF INVESTMENTS, AG wETLANo sETNICEs, nlc. E,r.unp Ree une LLC R.o. L. H SEID� _ _ E,Amm w.IAne eePnaen C1.1 C1.2 KIUB+LE uN 55Tv S, c YARD J5 R - SIDE R/W 35 FT - - - - EdsOnq Ill LM. CI,J C1,4 t.vge 4c.A AVEII".. ADE IMEPNAL 10 FT PLYHOuix, RCM YARD 20 R _..-_. F,lvWnp Eevement v h ARTERIAL R/w B5 R HENT'HANc EN aAanp a-RdR`7 une C1.5 C1.6 w5ue 1... Pmpm.d Slnst R/IY IDT OETAL PmpOwd UI floe 0 SO 100 I!0 F- CL7 0 b• W -••-•----- Pnpe..d Se115- WAPIRC -ME M EER - Prvlm..d OAU Ed..ment ---- c �- -- P -.d G l ene DWI.` SURVEY DATA PROJECT LOCATION = F u Pp -.d 5• Md. Mess* ff1n. 5' T SURVEY INFORMATION PROADEO BY: PA kF Or SCL OE SCCRON 28, TOWNSHIP 121, 1 1 MEYCA RdILIN LAND SERVCES RANGE 2J. AND 222 0 T SLOPE t 3' PCR R. 2X P[ • G°N.M-d'ex1Y .e.A+r.�N. ✓. Nem IAua 708 1 t AVENUE NC S 2J5YlJ 0E SECTION ]]. TOWNSHIP Ixt, = a. BUFFALO. HN 55313 Q M70: FEBRUARY 12, 2010 W GNT CI I. . MINNESOTA SEE PLATE 704 2 INICR, WIDE CONCRETE CURB A E 'ONCRRE SIDEWAIIt 011 A t 8 I RUNINOUS NAT CUTTER PULED BN BENCHMARKS (PRONOW BY OTSEGO CII'/ LLI W O PPRO`ED SU9GRAOE•••• APPROVED SU80RADE - - ENDINEER, HN(ANSON ANDERSON. INC. LEGAL DESCRIPTION (DTM[R 510[) _ C CLASS 5 BRAVR BAS[ Mo01FRD -- NLVp 2D DATUM): Z J 4 ( ) 2q' WIDTH SCC SURVEY. Q B 1600 ANF .b IM .nA.. ellwwb INH, EAST SDE OF °DELL URE. 10 Q IIZ- 0 MPROVCD SUBCPM[ JO' WIOTN rl A 4 IdIA w'w..� III r�.a F� 1600 HYDRANT N Or - ST.. EIEV-92840 I W rgAf-µenY IA.... 4Ne-� RR SPIKE IN PP, Nw QUADRANT OF OGREN O an e. puleadANAp AVENUE AND ED RD 3L EIEV-D4x46 / N ---MATCH LINE -----hs-ts C12/C1A -'-- 1 P � \ I sh '5 TORM WA TT -R 1. F ry a I` In 5 ad;;;:% i''(� 1. �L��. / k � `•..\ � �, \'1 � \ 1. I � ��i s �" zl ... .. .w H__ - �� 'i-�+-,N�-tle- ,�••�;eti.l Fa - ret 'A.. • m "♦`%.•\ ,.f{.'A ;' �p Inn "'^ary 1 \ \ uW o i 1 I tm Bs I I -331 I gl s 11MDDp9BP q•, ��L \.v.:C �yy1 � I Ix,2ixsF I �I u.I»sF I I tJ.ad15T � •� w••♦ {'•'�- ti�'j`,F3p,"` '� *'A � i•/%� �� '�Y I I II I !I 1 1� �o •�°y drt ;�. s o ° \ �� I �� d' s �' �• I .. - -J < �4 \ i. A v� mat 0 STORM WATEROUTLOTA ✓ ��<, \. } • \ = J u�� 1 '�J% X. _J_ -- - - - - - - - - - -- .�-� MATCH LINE Shpts C7.4 / C1.5 \ is / n �� ♦ MATCH UNE Shaw CIA / CIA IF` j! H.. _` ._...w�- a ..-, ^ ,� '4r�' -. '.j�\ ,/ .41,a4`_" Vii• _._, ! • LA. m I I' u. w j Lr, to 9 Lq, n7 9 • uD. nJ '\.. ' ✓%� w,,.•N..i♦ "+`*• \i` �.• I IPI .,I l,\ o�j'e ('0 "-Try a INDEX OF CIVIL SITE DRAWINGS: nLE NO. 00715 ""-'-"- --"- GO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN �- - - C7.1 -C7.7 --'"-'•'• --"-'- C21 C2.7 C3.1 -C3.7 PRELIMINARY PIAT GRADING AND DRAINAGE PLANS SANITARY AIJD WATER UTILITY PUNS C1.4 A 4 C4.1-04.7 STORM SEWER UTILITY PIANS C5.1-05.2 STREET PROFILE PLANS Eli STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETats Preliminary Plat EXISTING P.I.D. NS PROPOSED LOTS lte-500-T84-401 UISING NOME LOTS . 1 itb-IeO-WO-010 118 -:AD -204-204 NEW NOME LOTS .114 TOTAL PROPOSED LOTS . 117 LO15 11R-SOO-2e4-200 118-500-273-200 PNLSE 1 _ 27 tD15 EXISTING ZONING PHASE 2 Jt LOTS• PHASE 3 . J9 I= MI ANO A-2 PRASE 4 . 2D LOM AGRICULTURAL -EXISTING NOME LOT: L1, 06, 2ND ANN PROPOSED ZON114G CIS C7.1 -C7.3 -IDCNML SMGLE FAMILY R- 4 Lt, Bl 4� Bt LI. PROJECTDENSITY ORM DEV9tt: 1.]4 LOtS/AC Ib Lt -LIS, B2 41N LI -U, 83 1.1 L1 -LII, OS 4111 W', 84 O4TAL L61: / aIbRB Apu) (tO / e)o•1 2M Lt -U. BI R -4A NEI 0-2.45 LM/AC2,W L1-L4. B2 aro L1, B1 21M Lt -L11, B3 3rd LI -L11. 96 2M Ll -U, 64 Ih Lt -U, 02 (1mAt 1015 /lRT A•EN Mn Mu . Fm.S Anu Laz pAr AN6 WJN0T3) 2M LI -L). BS OR LI L4. B4 LI. B6 MINIMUM LOT REQUIREMENTS �M e1 I. LZ -L4- 3rd L1-L5, B2 R-4 LOT NNIMUNS: LOT AREA 12.000 SF !rd LI -L13. 03 3rd LI. 5, B4 LOT WIO1H-INIERWR 75 FEET LOT WIDTH- CORNER IN FEET I'd L1, BS LOT DEP. IDD FELL GROSS EA IIA% BUIUDING COVERAGE !0X R7.09 ACRES R -M LOT NNNIMS: P STREET Q' R/W LOT AREA. 19.000 Sr LOT WIDM-9xIERIOR 1N FEET -11', LENGTH B.J71 R LOT WROTH -CORNER 130 RET RET AREA . 1212 AC (INCLUDES 7D1H St., ODUN AVE, AND 70TH 0.) MAX BUBDING COVERAGE 30% OPEN SPACE 1. FEET DGPTN RE011E5 ED 11 IMCNIT To E%IS'I. PAPCFL 28A5 RETIES (..LOTS A AND B) UMRED DIMENSION WIDTH WETLAND OEI INEATION RIFORMAIR) PROVIDED BY: AG VIETLWD SERVICES. INC. N.O. BOX 02 -1, AIN 55J5! $ETBBGK FRONT TMD 35 R SIDE P/VI M R rY "DE INTERNAL 10 R REAR VAR 20 R ARIERML R/W 0.S R LOT DETAIL SSC[ PLATE )04 CONCREIL CURB A A t D DRUMINOUS YAT CVII[q PLACED ON APPROVED SUB4RAI [ CUSS 5 - BASE (MODIFIED) 2B' WIDTH D APPROVED SUBGRADE 30' WIDTH i *✓i l I ` _ I I I I I I I 11 l LEGEND - -- C•61hm Wp11arM Baundpry - - - - Eabllr,q R/IY LMe --- ---'-'---'- E•bIM9 Ep•Rmml E.MIIRB 1sNne9ry un. Prep- 511- R/1Y Prop - UI UR. •-..-..- Pmpa•pd 5albppk .._-._._.__..._. pAaPe••d DMI ER••mml ...._....._ __. pppp•� Curb aM GLllm PAbb•pd 5' Mde Ad•WeIA IiafleYp and mWrr •••WRMr. a.. Y,e.. llw•r IF 21 N�ek, o!A � aWpAPAp b�l�Sa �A� adkxi,9 .tpnr-el-nor ITnF o. rluw mdln• plot PAGE LAYOUT: Cf.f C12 C1.3 C1.4 C1.5 C1.6 0 50 lOp 130 C1.7 GRAPHIC SGIL 1N l£CT SURVEY DATA PROJECT LOCATION SURVEY NFORLLAlION PN-= W. PART OF SEI OF SECTION 2e, TOWNSHIP 121, MUIR ROHLN UND SEANCES RANCE .. AND 7. 1At AVwUE NC PART OFSYII OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 RANGE 23, WRIgR COUNTY, MINNESOTA. DATED: FEBRUARY, 12, 2019 KNCHA RMS NSOD BY �NCRY ENGIINE , HAANSONANDER0NC. LEGAL DESCRIPTION N64D 29 DAVM): SEE SURVLY. INH, UST SIDE OF ODELL UNC, 151 NYDRA T N OF 75TH F. E1LV.92e.00 RR spw 9! PP, MY, OVAORANf OF DGREN AVENUE AND EO RD 38, ELEV-848.Ce UM1 OOTA ••, ,BASIN r�r• \\ v(I '�zi a.d CLIENT: VHF INVESTMENTS, LLC NENRY NAIIEN Oexl xxo-lal6 F U Lu a D db = 111 W O 1n ° d ZQ p a = Z N R �FPRY91 C D La N N RLE NO. 00715 IN I I I1 I 1 11 I INDEX OF CML SITE DRAWINGS: I CO II PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN 1 C1.1-CI.7 I C2.1 -C2.7 PRELIMINARY PUT GRACING AND DRAINAGE PIANS L C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS I C4.1 -C4.7 STORM SEWER UTILITY PLANS 1 C5.1-05.2 STREET PROFILE PLANS CIS C7.1 -C7.3 STORM WATER POLLUTION PREY. PUN DETAILS CLIENT: VHF INVESTMENTS, LLC NENRY NAIIEN Oexl xxo-lal6 F U Lu a D db = 111 W O 1n ° d ZQ p a = Z N R �FPRY91 C D La N N RLE NO. 00715 IN EXISTING P.I.D. YS PROPOSED LOTS WETIAND DEIINFATION �. ;I.-500-284-401 OUSTING HME LOTS- I LEGEND PAGE LAYOUT: 118-180-000-0 0 NEW HOPE LOTS - 116 I114FORMAIM PRWIDEO W. IN, Sao -284-204 TOTAL PROPOSED Lars - to Lon WLTANO SERMCES. INE. _,_ r„1a11ip Lw VHF INVESTMENTS, 11--27". P.O. BOX B2 CIA CI.2 IIB -S00-273-200 PHASE 1 • 27 LOTS HIMALL, MN 55]33 SETBAlSL-.-.-.._ ErhIF11 We11OM BeunJary LLC PHASE z - 31 Lon• S RON-ARO 35 E - - - - E NI.I, R/W' Un. C1.3 C1.4 F%ISTINC ,.NTNG MAS ] - 311 LOIS 9DE R/W' ]3 R A-1 AND A-2 PHASE 4. M LOTS ul Nevl4Jr4A AGRICULMRAL SREAR IYA D 20 R PLTuOUTN,�NU¢N. MN Fl4A6 --"'--' Erlvlln0 CO.emenl •EXISTING NONE TOT: Lt. 06, 2ND AODx ARICAML R/W fi3 R CAlalfn0 BOvn6ary Dna G1.5 G1.6 PUI JJ 14 PROPOSED ZONING NBNRr HAweN RESIDEMAL SINGLE FAMILY PROJECT DENSITY °- I0 get L1, 81 4BIF L1 -U, B1 GAOSS DENSITY: Prop°aaU Slrvv! R/1Y 1LL Ll -913. 82 4tH Ll -V. BJ DOML LOIS / P09 Aa41 IDT DEA0. PIOPe Lal Unv 0 30 100 130 N lal LI -L11. B] NN U, w (t IT / nD• 2n6 LI -L4, BI �8 NET O1. 2.45 LOTS/AL ? "' "'�""-"- P, _d 5.1.a Gi•% W 2M Ll -L4, B2 ]b LI. BI / AaTA3 CRAWIIC Sf LE nV 2E 7 2M L 11. B] ]r6 L1-111, BO AL t0ls xti IM U -L4, B4 4M LI -L4. B2 ArtA lrss Irry .Ne mRlotsl IB.... _........28 B - B 1B' _-- Pr°P°eeJ Okll E°vemmt N 2M Ll -L7, BS IM LI -LA, w 1 - --d Ewe end G.H.r SURVEY DATA 2M Ll, BB MINIMUM LOT REQUIREMENTS t, ,1 PROJECT LOCATION = 1- • Q ]b L1-L4, 01 LOT RE MINWUMS: Prepu.O 3' W1Ce SIE.r°lk = C J Jr6 LI -LS, M LOT AREA 12,WO Sr 4• 1. 7' SURVEY INFORMATION PRWIOED Of: PART Or SFJ OF SECNON ?D, TOWNSHIP 121, � W 1 3b L1 -LU, B] OT -INTERIM 75 FEE ' SLOPE 1 a.m IM. MEYER HOHLIN LAND SCRJICES RANGE 23, IND 3r4 Ll -L5, w - KB rc 2x InN. ar.h.1. ",e .emr...-nml. .,. LOT WIDTH-cOANEfl loo r¢I 708 1.1 AVCNU[ MC W a ]ra L1, BS Lar 0[PM 100 FEE - BUrmo, MN 55]13 PPAA,NGE 23SWj M SECTION 27, TOWNSHIP 121, GROSS AREA IlA% BUILDING COVEAACE SOS 3 WRIGM COUNTY. MINNESOTA -1 Q SCON P TE "I DATED: FEBRUARY 12, 2019 87.01 ACRES R -M LOT MINIMUMS: 4' MRK, S' MIE C CRCTC CURB A 2 D LOT AREA 18,000 SF CONCRCTC SIDCWAU! OH A 4 0 DITUMINOUS MAT GUTTED PLACED ON ON- (PROWDED BY OTSEGO CITY W W 0 PUBLIC .STREET 60' R/W LOT WIDTH-ROEPIOR 100 FEET APPPWCD SUBGRAO[•••' APPROVCD SUBGRADC �� ENOINCER. IMNANSo. ANDEIRSDA.INC. LEGAL DESCRIPTION OT WIDTH- HER 130 FEE (ETTNCR SIDE)(MODID[O) 21' WIDTH SEE SURVEY. Z Q 0 LENGTH B,SlS R C L NGVO 29 DATUTA): J LOT DEPTH 130 rEE • W'S S GRAV[L BASC AREA - 12.82 ID (INCLUDES 73M $T., MAIL BIIILOINC CWERACE ]fYX 0 APPROVCp SUOGNAOC 30' WIDTH kP loop W h WI ; W.0 e� �. INN. GST SIDC Or Doom W1C. IST Q ODEW AVE, AND 70M ST.) n.A w 1 HYDRANT N OF 75M ST., CLEV-126.00 2; • A-STNDIT TO 133 MET DEPTH 1.4 rM .IpNAp .OPEN SPACE REOUESTEO WE TO E CIMIG PARCEL l�l h WIA mhu oln.nN. b4c.l•4 W " �v' eta mpbhp nEil-./- RR SPINE IN PP, D a. ELINIT 45 OORFN O 26.45 ACRES (OUROTS A AND B) LIMITED DIMENSION WIDTH 'n'^'c - rTmA A. pvl. ' WJ- o. Mem AVENUE MO CO RD W. EIEV-048.06 \' / •\ \' S \ MATCH LINE Sheets C1.41 C1.6 ) -491.36--- - •\ / • •NP-ST62•r NN I ""N, u 31 j !j L90.NW \•.\ '`! / ;,:•eo C"\• \, rr IIIA y l j l j r2r3osP j I n,666aP •\, T %r . 't• \ j f( 2.1 4 1 as 36 72nd Lane • ..,a.. lli � 1'-' �"�,'"'-.,.. � '"'-•...n _ ,� � � , ` � Foe, `� U ' S Lelen I I L1. TTa I j Waw I I L'D'',M .-.L,.1 «" ::�1 , L -•.-'.:W,,."` __._..�-_- �.i''� --•-'I � �. IIjS RF II YI 18,2218E I i1 IA1,2NSP IBI 1 hs --i--JJ {• (� IL -� 1/ _.•l 1 i I -.I F I •• •_ I I L B ---1t�- ---1� ---- -- - - J i A 1 " MATCH LINE Sheets CIA / C1.7 j I I I I I I a INDEX OF CIVIL SITE DRAWINGS: Fl!F NO. 00715 / 1! I -_J• I I i IB�Qij--y_-.. I I I I I II I Ii} III •-'�- 'n ..- -III II IiI I ! 3I1'�SN I$�44��aY-s- ' --_ u.'"_ 6-•- � 4q^ ' q IIII IIII IIII I IIII -PED P L LAYOUT H ASIN G PLAN C7,1 -C1.7 LIMINARY PLAT C2. C2 GRADING AND DRAINAGE PLANS C3C.7 SANITARY AND WATER UTILITY PLAN S C1.6 C4.1G7 STORM SEWER UTILITY PLANS C5.1-05,2 STREET PROFILE PUNS STORM WATER POLLUTION PREY. PUNCO PROJECT LOCAT]PUN IBJill' C6 --------- --------- ........... C7. -3 DETAILS Profrmina Plat EXISTING P.I.D. NS PROPOSED LOTS WETLAND DFI INEATION CGENT. Ile-sDO-2BA-401 COSTING HOIAL LOTS - 1 LEGEND PAGE UYT)I1T: 11.-100-000-010 NEW NONE LOTS - Ile INFOR,MT.II PMOVIDED W. VHF INVESTMENTS, 119-500-xe1-204 TMAL PROPOSED LOTS - 117 LOTS AC WETGND SERACLS, INC. Eele11n0 Tree Llne ne-saD-xBA-aoD P,o. BOX Bt ,,,,,� _ - '--" C1.1 C7.2 118-500-a73-200 PMSG 1 - 27 LMS ..BALL ON 55]53 SEIBADI( - - - - E . re .11- Bpu , LLC EXISTING 70NING PHASE 2 - 31 LOTS. /RLNIL YYABO 35 R - Ex4111p R/IY Une CI.J C).4 PHASE 3 - 39 LOTS SIDE R/W 35 R - - - A-1 AND A -a PWISE . - a0 L015 SIDE INTERNAL 10 R -MOUTH A1NRULR P RWt YARD 20 R r ACRgIILNPAI ' - - - Eelelky Ewemenl PROPOSED ZONING 'FXISTINc NONE LOT: Lt. B6, zNo AWN ARrEMu R/w 65 rt xcxm xA Fi1,IfnD eppnapy Lln. C1.5 C1.6 Dea:o.-;elP RESO[NI.L 5Nu£ FANRY PROJECT DENSITY $1 lu nni ,mlert �--� PrvpwM Slreel R/W 1N Ll, al m L1-11, B1 CROSS OEIILN: 1.34 LO15/AC lel Ll -LIS, N2 A1n LI -V, B1 DTRAL LOT6 / ON'A AXW LOT OETM Prapwed l01 Llne D 30 100 130 F 1N Lt -L11, B3 ❑n L5, BA (IIT/11.) CT.7 O 2' Li -LA, O1 B -'-IA '•' ^---•-- ProPe.eE Setnpr4 IU Zed Ll -LA, . 3rd Ll, Bl NET DENSIR: 2A3 LOTS/K Pc' LRAPNK' STALE M {£EI aM Ll -LII, B3 3M Ll -LII, 00 (Ot AW .iAnSu'W = P--. 0611 Epeemenl - L1 -G. BA 4m LI -U. 02 ACA 165 R/lI um OIRLersI ..•---.... - 2M LI -L]. BS Am LI -U, BA Irl) / 1>.eT) 16 20 B'- 0 16' _--_-........... proPp,ed Curb and Culler I� a Yd LI, 1.01 MINILIUM LOT REDUIRE)AEMS propwed 5"Mde Sldenik SURVEY DATA Z ~ PROJECT LOCATION = o ¢ R-{ LM .IMMIMS: Ui W o C ]rd LI -L5. B2UOTAREA S' T SURVEY NFORNAigN MIWIOED BY-. PARI OF SO Of SCCRON ae. TOWNSMP 121, 1rd L1 -Li], B3 LOI Wq.-INRR.R ]S ' SLOPE 1 3' P 2Y NIM. 0..4.Y aM uIMY enrm.nl. ae rAem Inua .EYER RONUN LAND BE-- MNOE 21. AND Ytl IF Lt -L5, Bs CII R. )Otl lel AVENUE NE W 0- 3M Ll, 05 ,� EDS t 1tDO FEET. � PE BUFFALO, IN 55313 RANGE 23, Wf OF SCCIgn 27, TOWNSNR 121, T Q NVf BURENC COVERAGE JD% W.GNr COUNTY, MNNESO, 2 GROSS ARFA SCC PIAT[ 70t GATED: FEBRUARY 12, ZO1D Z O B),O9 ACPES R -M LM NIIINU.S: '1- 1NKK. S' WIOC CONCRETE NRB i l01 ARG 18,000 SF CONCRETE SIOCWALK ON A k 0 BITUMINOUS MAT CUTTER PLACED ON =I =I- BENONWJtKS (PRONGED BY OTSECO CITY LU w W1 APPRCVCO SUBCRAO[•••• f_ L 0 ¢ PUBLIC STREET RO' R/W LM WTD.-IMEAgfl 100 FEET APPROVCO SUBCRAOC ENCNEER. NAKANmH ANDERscN, INc. LEGAL DESCRIPTION (A _ LENGTH - 8,375 R LOT WIDTH -CORNER 130 FLET (CITNCA SqQ -- N- 20 MMA): LOT DEP. ISD an • C CLASS 5 GRAVEL BASO (MO01F20) 20' WIOTN SEE SURVEY. ¢ O AREA - 12132 AL (INCLUDES 73. ST.. MAX DOMING OOVERACE 30X NNS 10.00 hel N eWe, ,erose em.eM1e TNN. EAST SIDE OF 0 U LANE. 1ST Q 1� ODFAN AVE., AND JOIN ST.) D APIROVED SUBCRAOC 30' WIO1N NW wI edypMy Mk I Nn0 r0.00 HYDRANT N DF 751N ST., OJN-92500 = 2 • A01U51NENT TO 115 RR DEPTH Q OPEN SPACE REowr TCO DUE m E NG PARER end edJ,- de41-el-wy lMn es an RR SPIRE 1N W. NW OUADRAW OF WREN 2aAS ACHES (ONIOIS A AND B) ...B OI.ENSION WIG. '^^^r ^ m IM pot AVENUE AND CO RD W. ELN -DAB O6 W t ..--� _ �' i i i i � PI LT.dP W i I i _ i •1.5 i I; '_, I� � � Z� I x,� 1 �I = (i I i I I I II I L2. Bl i !I �l �II i u. Di J �I ySga VIA li I uses I II ts. D2 I I La, e3 I jl ,D2 Ft. B.T I I u.m I I c7.m I 11 .m .m j \ 1¢ LI C L° :1.n1 y II uml Ili I F4'1' .m m ': m un I55 m am s: w anlsr j 2o,m2 sF a�n I t C� �Lu-1a.sP J3L.J2^P� �� N� �1 i IM325/ i 91 1].ISPRF J �1 ;,OBF J i' 12OJPSP ;y 12.ISOSP �I 1 ISO Br 4I 12.INSP Cl yej 3 ,92A I L -J, L L 1 L L L //�� 1fi•,'"j,:-^„«,..e � 1 �j' I_ I Y_P e i a 8 - h j I m:r:: •"^ j I.o.I.. :e: �----- ---- .-1 ..:_---_j - .. as as and Ave. 4I m 1i � rl �'-----=---------==----- ---- � --------,�Mw ----- _�-'=' -----------+W..c-r= ~ % 22%035/ .�/ �c�'` u.m li I u.oD I I I 1 S I c1. sA j Lasl I : I '"k -- _--- :++ 4m +.' .m 'If Im FjL L IIA .Im a'. 21,IA Be tans SF 17 I ]asDosr 19 CI 2aTDD ar I 1 taw sr I R5 I,• fix I Rm aR ql i iii i i 1� 1 I ------_------ I I 1 --J j��A1+I + •''•\ �` \�.`--`I - i � alb R 41 1..,.. y i ' INDEX OF CIVIL SITE DRAWINGS: FILE No. 00715 I CO PROJECT LOCATION PLAN I T I I C1.0 OVERALL LAYOUT AND PHASING PLAN til C1.1 -C2.7 PRELIMINARY PUT � � . C2.1 -C2.7 GRADING AND DRAINAGE PIANS C3.1 -C3.7 SANITARY AND WATER UTIl1IY PUNS C4.1 -G.7 STORM SEWER UTIUTY PUNS C5.1-05.2 STREET PROFlLE PIANS C6 STORM WATER POLLUTION PREY, PUN �, - C7.1 -C7.3 DETAILS Preliminary Plat GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT. 1. SPECIFKATIONS -CAM FOR TMS PROCCI: CURRENT STANDARD SPECIFICATIONS FOR 12. THE OMMER SHALL PAY FOR ALL IESDNC OF SOLS COMPACTION. ANY AREAS MICH FAIL 70 SURV Y NFORNAMON - BY: VHF INVESTMENTS, MC CITY OF OISCDD AND THE LATEST VERSION BE THE STANDARD UTILITY SPECIFICATIONS BY MET INE ABOVE STANDARDS SHALL HE CONECIED AND RE-IESTED BY THE OMNER'S TESTING MEYER MUM MR SEINIC[S C4.1 C4.2 LLC THE CITY ENGINEERS ASSOCIATION MINNESOTA 08 AGENCY AT THE CONTRACIOR'S EXPENSE, 7 1M AMERU[ M 2. or OSHA REOUREMENIS SHALL BE FOLONED rON ALL MURK ON "M """T. 11 CONTRACTOR SMALL PROWBC TEMPORARY TRAFFIC CEN -AS NEEDED IN COMPLIANCE MTH MALA AN a531J 1 THE CONTRA FOR SHALL NOTIFY GOPMR STATE ONE CALL IB HOURS PRIOR TO ANY M -T TEMPORARY TRAFFIC CONTROL ZONE LAYMTS FEED MANUAL (WRRENT WNSWN EOR C%GVATION. > HATM FEBRUARY 12.1010 C4.3 C4.4 Na AVEM.EN. 4. THE CONTRACTOR SMALL VERIFY ALL LOCATIONS AND -TRIMS OF UNDENCROUND UT8 1 CONSTRUCTION ALLWADJACENT S TRAVEL WAYS. pLYYOUTH NN su,e u. CONTRACTOR SMALL RE RESPONSIBLE FOR KMFIGRON O' THE DEPTH OF EMSTINC UTILITIES '+ MOTH Y CON COrANlCS PRIOR TO ANY CNSTRULRON AND IMNCDIATCLY NOTIFY NC ENCIN[[R-NNEEN. N3 NANSB [ApN. OF.[GO CRY WO ON NIS PIAN PRIOR 10 7 BE REG OF ANY FORNG5, SIRUCTURES, CAFON D CIC OF ANY TRACTOR [NGW[Fa CRSON. INC, xWU CNON[Eft AND OWNER SHALL X01 BE RCSPONSBW FOR ANY OSCRCPANCaS FOUND AS DEPTHS a. THE CONTRACTOR SHALL PROTECT ALL ODSRHG UTILITIES R AND D SU PO 10 ALLOW PROPER ARC ESIWAIED. RB 611uY,): C4.S C{.s Ilealx"�e 0 FUNLL BE MMNC ANO E CO CONSTRUCTION. ANY PEOUIRC WTIC CON SIRUCNRES I& CONTRACTOR TO COtIPLY MTH ALL RECUTATONY ACENCY PERMIT CONDITIONS FOR PERMITS TNM. CAST MDC Or ED[LL LANE, X5 SHALL NT WPRIED BY RLC CONIRACION AS IME .-ENTAL TO THC CNIRACT. DETAINED BY THE OMER AND FOR PERMITS OBTAINED BY THE CENTRAL CONTRACTOR. N Dr TSTN Si., ELLV-0215- f MORAM 6. THE CONTRACTION SHALL IMYEOAILLY NOTIFY TM CNCINECR OF ANY CORNETS BETWEEN i6. ALL MURK PERFORMED AND YAILAlAlS USED fOfl CNSTRUCRON a UTIURCS MUST CONFORM CRESTING URUTIES AND THE PROPOSED COMMRUCRON. THE ENGNCCR MLL COCI.I - MTH 0 INE CITY O' O15EC0 STANDARD SPCGFICATIONS ANO OCTANS, RR SPM[ N N, NW IXMORNIf OF OCRCN O ION N UY W LILY COMPANY IN WESTION 10 DETERMINE THE NEEP FOR RELOCATION q' THE EXISTING 1). ALL MANHOLE CASTINGS IN PAWMENI SHALL BE SUMM O.D3•. ALL CATCHBASIM AKNUC AW CO RD 30, ELLV-O,aD. (••{,] W 7. EXISTING CONDITIONS WCH AS SAND N MANHOLES M VALK BE= SHALL BE IOENIIFRD BY CASTINGS IN WRB SHALL BE SUMPFD 0.17'. RIM ELEVATIONS SHOYN ON PLAN REI.ECT GRAPHIC SCLC IN FEC, 2 THE CONTRACTOR AND THCSC SHALL BE REPORTED TO THE ENGINEER PRIOR TO C(CAVATION BY MUM ELEVATIONS. PROJECT LOCATIONO a THE MR AttOa ONCE CONSTRUCTION HAS BEWN, ALL DAMACE TO UNDERGROUND URURES 1a CASTINGS SHALL BE NEENAH R-1733 IW MANHOLES. M -MU FOR CATCH BASINS• AND VILL BE ASSUMED N HAW BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARYR-4312 FOR YARD INLET (CR EOUR-ENT). LEGEND: F a a -ATPERFORMED BY FIE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 1 0. ALL STORM SEWER IN LAMN AREAS SHALL BE HOPE MAL MU PIPE AND UNDERNEATH PART OF 511 OF SECTION 2B. TOWNSHIP 111, B. FINAL SNAIL CVERN FOR EASEMENTS AND LOT LINES ROADWAY PAWUCHT AREAS SHALL OE CLASS D REINFORCED CNCRETE %PE (RCP) MN MART E .. -- 000----- EXOSTING CONTOURS 2 0. THE CONTRACTOR SMALL NGRI THE CITY ENGINEER AND MACT MCNOM 4B HOURS PRIOR NATER HENT JOINTS UNLESS WITH OTHERMSE AND PARI OF SWI OF SECTION 27. TEM IP U, w O TO STARTING WORK OR AS REWIRED BY THE LOCAL JURIMICRON OR BE SLIB.ECT 10 WHO 20. ALL FLARED END SECTIONS 24• AND LARGER SHALL BE FITTED MN WASH WARPS 111. RANGE 23, I•- x- COSTdO STORM SEWER Z O 4 SNOT .OM. IO THE CONTRACTOR SHAL INICSERW AND PROTECT TIE MARIOJIS AND MNUWM7S SET FOR INE SUNDIWSION BE THE LAND. 11. THE CONTRACTOR SMALL SCHEOUIE THE SOILS EXCIMER 70 FACIIJTATE CERTIRCAPOR M AL CNTRDULED FILLS N A TIMELY MANNER. DENSITY It- SHALL MECI THE FOLEDMNG: A INININ THE UPPER 3' BE STREETS W PAWMENT, THE GRADING CONTRACTOR SHAH HYR M APPROWD SOLS NAI ARE RENIN 1% OF THE OPIIMUM MOISTURE CONTENT AS DEFINED BY AS D-008 STANDARD PROCTOR FEST NEENNG 100F STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY NORE THAN 1% BELOW THE UPPER X. COUPACON SHALL MEET 05% STANDARD PROCTOR DENSITY AND BE M1THIN A OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE O.1', BUT SINAL NOT W CNSISIENILY HIGH OR LPN. B. GRADING -R.- FOR THE RENO. OF THE SIP: SHALL BE O.W. ��M-_.•�'<--�L A _ ., ' ,,,,. -_,,.m._- »�..•- :-.i 'moiI \a\ � •.� •'IPA ,,a."'a"E -� - _ - - _ � I i;.``tr>-pm.m fe°� I I .' aM•mao Dr pM _- 110 v,r,sr eyy� i 1. I nv UMW i B' -LNaIa IPaaT �� ,lav ��-!�•;�m.o �I � - `� - = \ 1 r a(p-rlaro hr Nwr1 m v �r .. • �_-,_ .� - \ W-0- M na• Nm `nI(`r ',( ,•l r \ \ Vii} II I YLWO FMLQ rLL0 'ilyj/ Y ` Va»as Lrro1•T. ' LA1r: Y/. • r* � �(->a, �..ji N. 1 � i n ' j Tnaa - was G� q�I p,NU°L f-- _�a •S��,m lr �aam, I_ •.�r'n'ap %.•ou°n - "'_�_; f btl +�-I l lilil` Tat......i1pw� WMONT COUNTY. MINNESOTA IU a CMSTINC SANITARY SCMER =O LEGAL DESCRIPTION - - EMSIING WA7EIMAN z C i SEE SURVEY. PROPOSED CONTOURS 0 a PROPOSED STORU SEWER < O -•-•-•-•-•- PROPOSED SANIFARY SGKR A= F- C, -•-'-•-,-_ -POSED VIATERMA, ZW q O N I J Street'2z. --- -Ii it \ " soli i� e e 1 F �z [� E� � / a�� ,waulH.�4€ A. • 12 24 BI \ g * ag WNL • I tnaae LFpae I Lrewa` .I\ w., I _ Laa»a _ wA esse '•::nae. Beta aaL4 I. . aaT• EMAMaM � I a•.T• NNWEaaa �'� S / 1 � • �. - ✓ - •�a(p-aeAaa nr asp _--Jrlll(aM1,.ro nava-Im w y/• 01 R31- 74 NA -- I.- 1 I .-M'!ro!° `aEw�.p�fii' i� III 1. S An°°a�'u'ro3� Fav 1r,MFe `•a: T ' 'R'Y'E w E. Aaw Taw Mw I I aNa I I MIN' ne: I 1l II r-•;---\ ,.•NKL�EDNaaNaNwE.. ---. pr Mpr u,'a= MATCH UNE Sheets C4.1 / C4.] - • - 7-� FO i Z IILIIa `F I MLWO ` ra�xw Il NPaLJ Lrapa vwa i la wonna I r, I1 nu , ' ,J1 I I1', 1 1T I MATCH LINE Shoats C4.1 / C4.4 '1i • aMae I 8, a y ITo-.,ua ± n _-'-.� r--- �N°7M°0 S+. •Nnr..,�,n�"r,'rA'�v.1,r', 'I 1 i a IRrAR�0' fo-M�� KON 110 • N RLE NO. 00715 INDEX OF CIVIL SITE DRAWINGS: C Co1.0 CI.1-C1,7 PROJECT LOCATION PLAN OVERALL LAYOUT AND PN45INC PUN PRELIMINARY PUT C2.1 -C2.7 GRADING AND DRAINAGE PUNS ea»a •+ _ y. ._17a,L _ I C3.1 -C3.7 G.1 -C4.7 SANITARY AND WATER UTILITY PUNS STORM SEWER UTILITY PLANS C4.1 C5.1-05.2 Ce STREET PROFILE PUNS STORM WATER POLLUTION PREY. PUN Storm Sewer czt-c7.3 DETAILS UGGty Plan GENERAL UTILITY NOTES 1. SPEGPGTIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR 13. THE OWRER SHALL PAY FOR ALL 1ESTRG OF SOLE COAPACTIOU. ANY AREAS WHICH FAM1 10 THE GUY OF OTSEGO AND THE LA'EST PERSON OF THE STANDARD UTLDT SREODCAOUS TBY DEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OYMOVS TESTING THE CITY ENGINEERS AS.ACIABCN OF MINNESOTA 3. OSHA RCOUIREMENTS SHALL BE rOLLOWED FOU ALL WORK ON THIS PRDRCT, AGENCY AT THE CONRRACTOR•S EXPENSE 13. CONTRACTOR SHALL PROWDE TEUPORARY TRAFFIC EOHIRO AS NEEDED IN COMPLIANCE PATH 3 TH CO BRA OR SHALL NOTIFY GOPHER STAIE ONE CALL 46 HOURS PHIOT 10 ANY MADOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANIHAL (CURRENT WRSON) FOR 4. THE CONTRACIGO SHALL MOTFY ALL LOGOONS AND CIEVATOUS O UNDERGROUND UBUTE5 CONSTRUCTION ADJACENT 10 TRA- WAYS. 1H UTILITY COMPAHES PRIER 10 ANY CONSIRUCTIO! AND IMMEDIATELY NO" THE ENGINEER OF ANY CONFL 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERRICATON OF THE DEPTH O CRESTING UWUTCS LISTED ON THIS PIAN PRIOR TO OUDERING OF ANY EMTNGS, STRUCTURES. CASTINGS ETC 0. THE CONiRACTOU SHALL PIRO7CCT AlL E%ISTNG UTILITIES AND FACLITES TO ALLOW PROPER ENO, AND OWNER SHALL NOT BE RETONSDLE FOR ANY OSCREPANttt: FOUND AB OEPTNS ANO ATTER CONSTRUCTION. ANY BIG.- SUPPOUTING SIRUCIUNES SHALL BE SUPPUED BY THE CONTRACTOR AS WORK TO THE ARE ESIUAIEU. IS. CONTRACTOR TD COMPLY WTH ALL RECUEATORY AGENCY PERMIT CONDITIONS FOU PERMITS IN DENTAL, CONTRACT. 4. SHALL 1E NOTIFY THE ENGINEER R ANY C BEINEEN THE LNC OBTAINED BY THE OVMER AND FOR PERMITS OBTAINED BY THE GENERM- CONTRACTOR, UTUT E PROPOSED MCONFUCIS WILL COOROIHE E WTI THSITING UTIUIES AND C PROPOSED DETEC04RMINE THE UTUTY CONPANT IN OUESTION TO DEIEMHME ME NEED FOR R[LCGlION Of THE EMSTNC THE TIE FOR RELOCATION UTILITY. 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UT FRES MUST CONFORM TO THE OTY OF OTSEGO STANDARD SPEOHCATONS AND BETALS. 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE :HUMPED 0.03•. ALL CNTC IMASIN >. COSTING LLNOIIIOIS SUCH AS SAND IN MAN M%FS OR VALVE BOXES SHALL BE IGENB- BY 1HE CONTRACTOR AND THESE SHALL BE REPORTED TO ME ENIRNCER PRIOR TO EXCAVATION BY CASINGS IN CURB SHALL BE SUMPED 0.17•. RIM ELEVATIONS SHOWN GN PLAN REFLECT SUMPED ELEVATORS THE Com ACTOR. DICE CONSTNILTION HAS SEWN. ALL DAMAGE TO UNDERGROUND LOUTIES WILL BE ASSUMED TO HAEE BEEN CAUSED BY INE CONTRACTOR ANY REPAIRS NECESSARY IB. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASKS, AFD R-4342 FOR YARD INLET COR E -LENT). SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. S FINAL PLAT SHALL EAUNES COVN FOR EASEMENTS AND LOT G. TR CONTRACTOR STALL NICETY THE OTY ENGINEER AND PROJECT CHOKER 48 HOURS PRIOR M. ALL STORM SEWER IN LAWN AREAS SHALL BE HOPE DUAL WALL PPE AND UNDERNEATH ROADWAY PAVEMENT AREAS SHALL DC GLASS S REINFORCED CONCRETE PIPE (RCP) WITH WATER TIGHT HINTS UNLESS NOTED OTHERWISE. OO TO STARTING WOR AS RCOUHED BY ME LOCAL .URISDICTON OR BE SUBJECT TO BONG 20. ALL RARET END SECTIONS 24' AND LARGER SHALL BE FITIEO WITH TRASH OIARDS SHUT COIN. f0. THE CONTRACTOR SHALL PRESERVE AND PROTECT BE MARKERS AND MONUMENTS SR rM THE SIBDIWSW OF THE LAND. 11. THE CGI IRACIOR SHALL SCHEDULE THE SOLS -GREER TO FACRITATE CERTIFICATION OF ALL CONTROLLED EELS IN ATIMRY MANNER. DENSITY TESTS SHALL MEET THE FOLORRNO A WTON THE UPPER S OE STREETS OR P,REUCNT. THE MADRID CORiRACTOR SHALL UBU2E PPROVEp SBILS THAT ARE WITHN 1% OF THC OPTMHI MOISTURE CONTENT AS DETHNED BY ASTM D-$0. STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT CXCRDING NIS COMPACTOR BY UORE THAN li BELOW THE UPPER X. COAPACTON SMALL MEET BSS STANDARD PROCTER DENSITY AND BE WTTN =ITE THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVFRACE D.1•. RUT SHALL NOT BE CONSST[I FLY MGH OR LOW, R GRADING TOLERANCES POU ME REMAINDER OE THE RETE SHALL BE DIV. _- •:MAMA __-._ ,, `, 1 i' y 1 p , In =.i . 1 ; ', , 111,•,1\\ ``. .,�; , It ci V• 0 1 � 1 � �. `-��..%111H 11L\ `L,\,`11•. •7 1 \`Y ) L L\1'`• ` I ♦ \ti' all - 1{ 1TRLI i' 'I H(rtRq.�PIS R°srt I1,1 i'1' t\�,q_ `. Iwe('°Lx TP H ♦ 3 i ilu wa ��ylyyy,,/ nmA CFM _`ir 1✓I , ![VN*,WKUW ON. ,\LLtr\\•,. -me SURVEY DATA suW%v I.. UmN sERWus PRWWDED Br: Toa I., A�vnWE HE .-ALD. - 0A1CD. FEDaUARY 12. 2010 MONECNR xKAXANSOOI Eµ EO PSO . mG. IIGVO 20 DATUM): TNN - OOE O' COELL -E, 1. MTxANT N O 7STx S.. E-2&00 AYRLNUEE ARE c0 RD 3y 11NN Oe CORLN PROJECT LOCATION PART OF SCI OF SECTION 2B. TOWNSHIP 121, RANGE 23. AND PART OF SO4 OF SCOTDN 27. TOWNSHIP 121• RANGE 23. WPGNY COUNTY. MINNESOTA. LEGAL DESCRIPTION SEE SURVEY. NOW v .f. i a4u \Aaf ti , 1 Il SAS)N DATA \ 11 1 i BOTTOM -876.0 1 ` 1 OUTLET -877.5 1OOYR HWL.88O.0 •� IL,A `I _. L `wer BASIN i`11 LINE Shouts C42 / C4.4 4 1.� cDAYlert � IWo% I ax � 1, 1 I ILI PAGE LAYOUT: C4.1 C4.2 C4.3 C4.4 C4.5 G4.6 0 SO I,M ISO C4.7 GRAPHIC SULC N FEET LEGEND: ---- elb----- C%M1MC CONTOURS -14. STORK SEWER - . • -- EXISTING SAMTARY SEWER �-.... - EXISTNG WATERMAIN ��+• -- PROPOSED CONTOURS PROPOSED STORM SEWER -•�•-•�•-•- PROPOSED SANITARY SEWER �•-r-.-r-.- PROPOSED WATERMAIN V -11. G- K [UXnUAa LM z tUi. , R CLIENT: VHF INVESTMENTS, LLC ven'u. PLYuopd MH MNRY NUXO[ n•auaa,•,• W o a �a a /Fx I- • UFW O C 20 Z� d W o S ,D ZQF O � a Z � Z G to Sal 5 p LSM L�iFEeR� @�� a g �?mY3f k ��pR Ila FILE NO. 00715 C4.2 Storm Sewer Utility Plan INDEX OF CML SITE DRAWINGS: CO PROJECT LOCATION PLAN 1 C1.0 OVERALL LAYOUT AND PIHASING PIAN I, C1.1 -C1.7 C2.1 -C2.7 PRELIMINARY PLAT GRADING AND DRAINAGE PUNS C3.1 -C3.7 SANITARY AHD WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5 .1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN i C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC ven'u. PLYuopd MH MNRY NUXO[ n•auaa,•,• W o a �a a /Fx I- • UFW O C 20 Z� d W o S ,D ZQF O � a Z � Z G to Sal 5 p LSM L�iFEeR� @�� a g �?mY3f k ��pR Ila FILE NO. 00715 C4.2 Storm Sewer Utility Plan GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROACT: CURRENT STANDARD SPECNIGTOAs FOR THE OTY OF OTSEGO AND THE LATEST VERSION Or THE STANDARD UTILITY SPCdDGTONS BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2OSHA RECUIREMENTS SHALL BE FOLLOWED FOR ALL BORT( ON THIS mmer. 3. THE CONTRACTOR SHALL NOTIFY COPIER STATE ONE CALL AB HOURS PRIOR TO ANY EXCAVATON. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATORS AND OEV TDNS OF UNOERCROUND UTILITIES WTI UTUTY COMPANIES PRIOR TO ANY CONSTRUCTION AND IAMESIAIELY NOTIFY THE ENONEER or ANY WNruCIS. 5. 1M CONTRACTOR SHALL PROTECT ALL COSTING UM71ES AND FACILITIES TO ALLM PROPER FUNCTUOUNG WRING ANO AFTER CONSTRUCTION. ANY REWIREB SUPPORTING STRUCTURES SHALL DC SUPPLIES BY THC CONTRACTOR AS SERK INCIDENTAL TO THE CONTRACT. 6. THE CONTRACTOR SHALL IMMEDAIELY NOTFY THE EN 11 OF ANY CONFLICTS BETMEN MSTNG UIIUTES AND THE PROPOSES CONSIRUCTION. THE ENONCER WLL COORDINATE WTH THE UTILITY CONPANY N CUESTON TO WIERMINE THE NEW FOR RELOCATION Of THE COSTING US 71 ]. FDSTNC OCNUIMONS SUCH AS SAND IN MANHOLES CR VALVE BOXES SHALL HE ff"' fD BY THE CONTRACTOR AMD THESE SHALL BE REPORTED TO THE ONGINEER PRIOR TO EXCAVATXN BY THE CONTRACTOR. ONCE CONSTRUCTION HAS RECUR. ALL DAMAGE TO UNDERGROUND UIWIIES VIAL. BE ASSUMED TO NAVE BEEN CAUSED BY THE CONTRACTOR ANY REPAIRS NECESSARY SHALL BE PERFORMES BY THE CONTRACTOR AT ME CONTNACTOYS EXPENSE. 0. FINAL PLAT SHALL COV9HN FOR CASELTENIS AND LOT - 9. THC CONTRACTOR SHALL NOTY THE CITY ENONEER AND PROACT MONEER A6 HOURS PRIOR TO STARTING IASRK OR AS REWIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BENC SNC DOWN I0. THE CONTRACTOR SHALL PRESERVE AND NIOIEtt iM IAARKFRS AND MONUNENIS SET Edi THE CON ACTOR O THE LAND. 11. CO ROLLED TS 91ALL SOHEMELY ULE THE SOSSDEN ENCTTY NCERTEST TO FACALL MEETS CERTIFICATION Or ALL CONTROLLED FILLS UPPER A OF ST MANNER. DENSITY TESTS SHALL YEET THE TOL SHALL- A WTNIN THE OILSA d' STREETS I PAKN[11T. THE GRACING CONTRACTOR $HALL V1D Y M O -B SSS THAT ARE OTHIN IS O THE OPTIMUM MOISTURE CONTENT E DEFINES BY NOT EETDI STANDARD PROttON TEST MEETING t0M STANDARD PROCTOR DENSITY AND NOT MEET " THIS STANDARD P ON BY MORE MAN It, BELOW THE UPPER X. COMPACTION SHALL MCR 9TE STANDARD PROCTBR DENSITY AND BE AMTHINCCO X S THE OPTNUM 06TIRE CONTENT. GRADING TSERANCES SHALL AVERAGE 0.1, BUT SMALL NOT BE CONSIT LNIGH OR LOW. & GRACING G TOLERANCES RANCES FOR THE REMANOER OF THE SITE SMALL BE 0.15'. t - - ') - 1 _ Eno-.FF•b L"iY 9IrD .-at`u u I ( FINo 'GLWo- AS Z,4 / m9vtrw 1 HW ✓ nlW lis � I-__ _' 4 �Ir(�- a EI.• WD- HBFF DRAT ,� I. I �, o a jL 95L6 IJOA - I I 2Y Am1.OIIIO ____. I I � it [r1R7-N>m M1Y HwD 1 I I Ai 1 I I I II I I I ' -1-- - --- -------I- I II I I2 ME OWNER SHALL PAY FOR ALL IESTNG OF SOLS COLPACTON. ANY AREAS WHICH FAIL TO NEEI THE ABOVE STANDARDS SHALL BE CORRECTED AND RE-IESIM BY THE -IrS TESTING Af•QACY AT 1W CONTRACTOR'S EXPENSE. 11 CONTRACTOR SHALL PROVIDE mmmamY TRAFFIC CONTRW AS NEEDED IN CDMPUANCE WiH MIIOOT TEMPORARY TRAFFIC CONTROL 2011E LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR CONSTRUCTION ADJACCNT 10 TRAVEL WAYS 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH Of EMSTMC UITUVES LISTED ON THIS PLAN PRIOR TO ORDDRNC OF ANY TIMES. STRUCTURES CASTINC% EIC. ENGINEER AIRD OMIER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIG FOUND AS DEPTHS ARE "S"A"T".IS CONTRACTOR 10 CWPLY WTH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR MASTS OBTANED BY THE OWNER AND FOR PERMITS OBTAMCD BY THE CENCRAL COHIRACTOR. 15. ALL WDBK PLRFORNED AND MATERIALS USED FOR CONSTRUCTION Or UTUDES NUST CONFORM TO THC ON W OTSECO STANDARD SPECIFICATIONS AND DETAILS 17. AL UU- CASTINGS N PAVEMENT SHALL BE WMPED OSS. ALL CATCH -M CAS NCS IN CURB SHALL BE SOAMD 0.17'. RN ELEVATIONS SHOWN ON PUN REFLECT SOUPED ELEVATIONS 11 CASIOCS SHAL BE NEENAH R-17]1 FOR MANHOLM R-3067 FOR CATCH DASOS. AND R-4.142 FOR YARD INLET (OR EOUWALENT). 19. ALL STORK SEMR IN GYM AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH ROADWAY PAVENENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (PCP) WTA WATER LIGHT JoNTS UNLESS NOTED OIHERWSE 20. ALL FLARED END SECTIONS 24• AND LARGER SHALL BE FITTED LITH TRASH GTUAROS. % 0 k 5;1':1 1 ^.r •+�rJ \✓ 4r WNL LFI:'4i a ^t T •>'+ a o m mr LA um* eAb1-m-W (Ir - llo- 4e• I - __ -N N' IB• RO'- eri4 .-9x4.__ l MLWO mUE, 'IV9+e.4 LFtlx4 i pN4 I OM NV1 > CONrnL;r o (12* R'MJ•FIA e w DA. as RIIf9(10 �Fm(f .• I SEL' SURVEY DATA S.- eHFSWTON PROVIDCD 9Y: EY[R RONLN LAND S -Es 1S IH AVENUE HE MS-.. NN 1..113 DATED: FEOR- I2, 2010 O CRY III,, (PD AXAlISOI ANO OI' N.1.0. WVD 20 O TUM). SM. or 75TH STM., [LLV es LASE, 'IST ITWTRAM AVENUE µof PP. MY 30.'-w5D6 REN PROJECT LOCATION PARI OF SEI M SECTION 26, TOWNSHIP 121, RANO, 23. AND PART G SWI OF SECTION 27, TOWNSHIP 121, RANGE 21, YIMoHT COUNTY, UINNESMA. LEGAL DESCRIPTION SEE GNKv. a_Ts 4e• q4 c -1 r -'T Av E(A M' oIRJ I I`'L .� }j h1ATCH LINE ShWs 04.1 / C4.3 EM' j•6iAsr FIr W0 MATCH LINE Shoot &.3 If C4.6 M- AOroGDMT[ �`�\yN f.A'Y: G' n' ERIlw161 PAGE LAYOUT: OENTt VHF INVESTMENTS, 04.1 C4.2 LLC C4.3 C4.4 C4.5 C4.6 nuJ n.A.N.P 0 so 100 Aso V G4.7 IiCIPYM' SdEC N FEE, W It �w}•r w l IN�N4s "4VA vau_ TPR � I- uee - asrMao4trrao[ - O+e,m (rn• WNu0UI I'Ip,Ij nG Ir:� 16 r`Lrf"ima 11 I.Lne ave A I F, _ er Iw mry P. LEGEND: a a ---- R[s ---- MIND CONTOBRS W 0 •• - •• -- EXISING STOMA SEWER W d 0 - • --- COSTING SANITARY 5}lER Z• O - • - r EfpSTNG WAIERMANW ZIn OF - PROPOSED CONTOURS y WO SO -•�^•-•-•- PROPOSED STORM SETTER �• Q O -•-•-•-•-•- PROPOSED SANITARY SEWER ¢ O -•- •-• PROPOSED WATDWARA •T• W to0 Ic `N i--- i B a z IF j[ R �'.•nT� F..E FBS Htij IJamJ I .�I,` Et _ "yI•e arm FB I Pe I { 9roi ,LP3 �._ • n66=.. IAYIIIIIYLI/<VJ [ETMo-.e,.p Ndnr• w �,> ' _ -- i 1�'1 �-U�� e � � B� q,+-n'i.P pr and ,@fit ff (B• -UD IF 1i'"1s�•IKI._._,'VaamrAnrT- - z ,• t I' J.14� iETrE7•-"u �� I Vp��P ml F1Xe (f.• o 9�@ 6IO,I N h I,I - oL om L INDEX OF CIVIL SITE DRAWINGS: fXC NO. 00715 DO PROJECT LOCATION PLAN C1.D OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT _ = C2.1 -C2.7 SANITARY AND DRAINAGE PLANS C4. 3 C3 .1 -C3.7 SANRARY AND WATER UTILITY PLANS C4.1 -G.7 STORM SEWER UTILITY PLANS r C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN SfOfrO SGWer C7.1 -C7.3 DETAILS Utility PIdO GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT. CUR FIT -VA. SPECIFICATIONS FOR THE CITY OF OTSEGO AND INC LAIEST KRSON or ME STANDARD URLNY SPECIFICATIONS DY THE OIY ENGNEENS ASSODAI- OF MINUESOTA. 2.OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORN ON THIS PROJECT. 1 INE CONTRACTOR SHAM NOTIFY WPHCN STALE ONE CALL JB HOURS PRIOR TO ANY ME CONDI. d. YAM CONTRACTOR ANTES PRIORY ALL LOCATIONS AND ELAND RA.E O' UYNOMIN THE MGINS OF MY NY COWLCISANIFS PRIOR TO ANY CO6IRIJCION AND IMMCOIAICLY NOTIFY MC CNGINCCR 5. TIh CONTRACTOR SIAM PROTECT ALL MSTING UTIUTIES ANO FACIUTIES TO ALLOW PROPER FUNCTIONING DUMMC ANO AFTER CONSTRUCTION. ANY PEONRED SPPORTINC SIRUCMftL•' SMALL BE SUPPUED BY THE CONTRACTOR AS WORN INCIDENTAL TO ME CONTRACT. 4 ME CONTRACTOR SMALL IMUEDIAMY NO111 IME ENCINEER OF ANT CONNLCIS BEl1YCEN DOSING UTUTIES AND THE PROPOSED CONSTRUCTION. THE CNCINCCR CULL COORDMATE YAM THE UIVUY COMPANY M WESDON 10 DETERMINE THE NEED FOR RELOCATION OF ME 1-C, UTILITY, T. Et .. CONDITIONS SUCH AS SMI N MANHO- OR VALK BOARS SHALL BE IDENTIFIED BY ME CONTRACTOR AND THEY SMALL BC REPORTED TO ME ENGINEER PRIOR TO ENCAVATIDN BY ME CONIRACTOL ONCE CONSTRUCTION HAS BEGUN. ALL DAMAGE TO UNDERGROUND UMU'IES WILLBE...ED TO HAVE BEL. CAUSED BY ME CONTRACTOR. MY REPAIRS NECESSARY SMALL BE PERFORMED BY MC CONTRACTOR AT M CONTRACTCR'S C%PENSL B.FMAL PUT SHALL GOVERN FOR EASEMENTS AND LOT UNES. 9. ME CONIRACiOR SHALL NOTIFY ME .1 ENOINCER AND PROJECT ENGINEER AB HOURS PRIOR TO STARTING WDTN OR AS KOUIRED BY ME LOCAL JURISDICION OR RE SUBJECT TO BEING SMUT GOWN. 10. ME CONTRACTOR SHALL PRESERVE AND PROTECT ME MMRERS AND MONUMENTS SR FOR 1. SMOGIMSON OF ME LAND. 11. ME CONTRACTOR SMALL SCHEDULE ME SCWS ENGINEER TO FACLITAIE CERIFICATON w ALL COMROLMD FTLS IN A TMFLY MANHEN. DENSITY TESTS SMALL MEET ME FOLLOWING: A IMMN TIE UPPER 3' OF STRCEIS OR PAVEMENT. ME GRADING CONTRACTOR SHALL .71 - APPROVED SOLS MAY ARE YAMIN 1% AT THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASM D -69B STANDARD PROCTOR TEST MEETING LOOS STANDARD PROCTOR X.- AND NOT [%CETERA THIS COLI'ACTION BY MORE MAN 1S BELOW ME UPPER T. COMPACTION SMALL MER 95% STANDARD PROCTOR DENSITY AND BE WARN 3% O� ME OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1% BUT SMALL NOT BE CONSISTENTLY HIGH OR LOSE, R. GRADING TOLERANCES FOR THE KUAINOER OF ME SITE SMALL DE &W. -TILL..-.__ MATCH LINE Sheets C4.1 / 04A IP;,,AA! 111FI L e m wrm... i 1! - 10'M cwD�iLRp o gr 26 -.-M r MMR N ie'wE s a "'-�40$ Pro. rt'm t 1 ` �YYI \ `M ••� -4. J 'PLma I im • Vy - rsW0I-�j tPelu d - r}eul ♦ •A,1 1\t is t 1 1 `L 9 Y� MATCH LINE Sheets C4A / C4.8 L11:. •` BASIN DATA: BOTTOM -906.0 - 5T01 OIRLET-909.0 T DOYR HW1-911.9 --. r� e u rCD SURVEY DATA PAGE LAYOUT: 12. THE OMMER SHALL PAY FOR ALL TESTING Of SOLS COU -I- ANY AREAS WHICH FAIL 10 • IIIr -ON PAOMOEO BY: MER THE ABOVE STANDARDS SMALL DE CORRECTED AIA RE-1ESILD DY INC OWNER'S TESING YfY(A RCMUN LAND SCRVIGS C4.1 C4.2 AGENCY AT MC CONTRACTOR'S IXPENY. pYlF," "'ii3- Il CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS COED IN COMPUARCE YAM M.DOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSIOIN) FOR CONDAT[01 F[ORUVT ty ]010 C4,3 C4,4 STRUCTION ADJACENT 10 TRAVEL WAYS 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VENDT-lo. of ME DEPTH OF ENSTING "MITES O[NOWu0R5 (RAVIED BY OF.'EGO Cm USTEO W MIS PLAN PRIOR TO ORORMC OF ANY FITTINGS STNUCTURM CASTINGS, CTC [N01K[R, HANAHBON MwRsOu, INC Y ON NEER AND OWNER :MULL NOT DE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 29 MUL., C4.5 C4.6 ME ESTIMATED. 15. CONTRACTOR TO COMPLY HIM ALL NE-- AGENCY PERMIT -'IN, FOIL PERMITS 4n 51pE w COnL UMI[, 1ST MYOMNf OBTAINED BY INC OWNER AND FOL PCRIAl15 OBTAINED 9Y THE GENERAL CONTRACTQR. N 0r 75TH 9T.. ETN -929'0 1B. ALL WORN PERFORMED ANO MATERIAL USED FOR CONSTRUCDCN w UTILITIES MUST CONFORM AN SIMM[ N M, xW OWBRINI R OOMN 0 5O IDD r30 17. ALL To TVA N0. CASINGS IN PAMUMENT SMALLBESUIIPEDHIS AND TVAX, ALL CATFAHBAS. -1.1 AHD CO No A LICV-aem C4.7 CASTINGS IN CURB SHALL RE SUMPEO O.1T. RW ELLVATIONS SHOWN ON PLAN RORER GRAPIIR SGUF IYl 2R CUSPED ELEVATIONS PROJECT LOCATION 14 CASTINGS-43SHAM YAM l RT (OLAH R-1713 EO IVALEDNA., HOPE R-.11167 FOR, W CATCH BASINS, AND LEGEND: 10. ALL STORM GEKR IN LAWN AREAS SHALL BE HDPE DUAL HALL PIPE AND UNDCNEAIH PARI w Sq OF SECTION 29, TOWNSMR 121, ROADWAY PAVEIAENT AREAS SHALL BE CUSS 5 REINFORCED CONCRETE PIPE (RCP) WM RANGE 2' , ---- Al- ---- [%ISIING CONTOURS TIGHT JOINTS UNLESS NOTED OMERVASE AND PMI w SWI OF SECTION 27, TOVMSHIP 20. ALL (CARET ENO SECIONS 24• AN LARGER SMALL BE FITTED MM TRASH QUARM 121' RANGE 23. ••- -- EXISTING STCRU SEWER V9RGHT COUNTY, MINNESOTA. . Y MISTING SAKTARY YMR LEGAL DESCRIPTION - . - -- "N.M. wA-M.. SEE SURVEY. -•M - PROPOSED CONTOURS -�'-�►-- PROPOSED STORM SCWCN PROPOSCO -11 SEWER -'-•�•-•-'- PROPOSED WATERMAIN MATCH LINE \9Mets C4.2 / C4A I,1 'IryJ•Nil0.pew�6v M91p ? n1A�y,�,.' l�I�il l (1�1`1T` I IL`` `1 6aeR'� Aa 'fi9Rl1 ` ` \u 71��-e0�[IM 1. }! `. rw� o� ARP \ i N. MATCH LINE Sheets 04.4/C4.5 \ I DATA 1 T A -878,0r -879 L-8 0 W WL -880.0 �' b• IWWW E f a .AA N%YeMR _ T gr 26 •'c• "'-�40$ Pro. rt'm t 1 ` �YYI \ `M ••� .-=�1:• � ♦ i .!•-1 •y. `, 1 \ .✓tom \ :•. �•� �' \ ♦ •A,1 1\t is t 1 1 `L 9 Y� MATCH LINE Sheets C4A / C4.8 L11:. •` 9 5TOW WATER BA5/N H 1 L• `1 ` `,'1YMW� sN911Y CUM. VHF INVESTMENTS, LLC 1 PLYMOUTH,NeIll, [xm x .M 0PI -.MU. U W Z �a a x (IYy O Lu O ] LU LU o 05❑ W Z ¢ Q Qh p = W aJ w m17 � Ishl"gni .` �'iN A It(IIII < �- I Ae'v1Jc_. 1 %, TL ` V t' INDEX OF CML SITE DRAWINGS: rte NO. 00715 1_. CO PROJECT LOCATION PLAN !__ _ C1.0 OVERALL LAYOUT AND PHASING PLAN -- -��„F - CI.i-CI.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS �y �/. A C3.1 -C3.7 GRADING AND WATER UTILITY PIANS /`/�//i 4 C4.1 -C4.7 STORM SEWER UTILITY PLANS �rP�w C5.1 -05.2 STREET PROFILE PUNS 'p C6 STORM WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 DETAILS utility PION GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPEETTICATTHIR FOR ME Gtt OF OTSEGO ANO THC LATEST VERSION OF ME STANDARD UTILITY SPECIFICATIONS BY ME"' ASSOOATON OF MINNESOTA, SHA SM 2. OREWIRENp.15 ALL BE FOLLOWED FOR ALL WORN ON TMS PRI -CT. J. ME CONTRACTOR SHALL NOT" GOPHER STATE 0111 CALL AB NOUNS PRIOR TO ANY EXCAVATION. 4. THE CONTRACTOR SHALL KDFY ALL LOCAIHBNS AND EMVAWONS Of UNOERGROOND UTILITIES MM UTILITY COMPANIES PRIOR 70 ANY CONSTPUCTICN AND NMEDIATELY NOTIFY ME ENGINEER OF ANY CONFUCTS. 5. THE CONTRACTOR SHALL PROTECT ALL EIRSRN6 UTILITIES AND FACU'RES TO ALLOW PROPER FUNCDONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING SIRIIGIUMS STALL BE SUPPUED BY ME CONTRACTOR AS YEAR INGUENTAL TO THE CONTRACT, D THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTIUYES AND ME PROPOSED CONSTRUCTION. THE ENGINEER WILL CCORDINATL WM THE UTILITY COMPANY IN QUESTION TO DETERMINE ME NEED FOR RELOCATION OF THE EXISDNG UTILITY. 7. EIGGYNG COTEITDNS SUCH AS SANG IN LIANHOLES OR VALVE BOXES SHALL BEIDENTIFIED BY THE CONTRACTOR AND MESE SHALL BE REPORTED TO ME ENGNEER PRIOR TO ENCAVAMNL BY THE CONTRACTOR. ONCE C TRUCTIGI HAS BEGUN, ALL DAMAGE TO UNOMERGUM UTILITES WILL BE ASSUMED 10 HAVE BEEN CAUSED BY ME CONTRACTOR. MY REPAIRS NECESSARY SHALL RE PERFORMED BY ME CONTRACTOR AT THE CONMACTOYS ETPENE. e. FDIAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LDES. D. ME CONTRACTOR SHALL NOTIFY ME OlY ENGINEER AND PfRO.ECT ENONEUT N1 HOURS PRIOR TO STARTING LYORK OR AS REWIRED BY ME LOCAL. JURISDICTION ON BE SUBJECT TD BENG SHUT Do.. 10. ME CONTRACTOR SIULL PRESERVE AND PROTECT ME MARKERS AND MERIMENTS SET FOR ME SUBBI-ON a THE LAND. 11. ME CONTRACTOR SHALL SGLEOLE ME 5095 ENGINEER 10 FAOUTATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET ME FOLLOWNG: A. "THIN ME UPPER X OF STREETS W PAVEMINT. ME GRADING CONTRACTOR SMALL UTR ZE APPROVED SOILS THAT ARE OMIN 1% Of THE OPTIMUM MOISTURE CONTENT AS DEFINED BY As" D-6BB STANDARD PROCTER TEST MEETING 100% STANDARD PROCTOR OTHN AND NOT EXEEEEMG MIS COMPACTION BY MORE MAN IX BELOW THE UPPER 3, CEJPACDON SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WIDRN J% OF ME OPTIMUM --NE CONTENT. GRADING TOLERANCES SHALL AVERAGE DI', BUT SHALL NOT BE CONSISTENTLY MOH OR LOW. B. GRADING TOLERANGES FOR ME REMAINDER of INE SITE SHALL DE QTY. ,/� to V s 0.e I A.• m A•sMXDWTc 12. THE OWNER SMALL PAY FON ,LLL TESTING OF SOILS EONPACTION. ANY AREAS WHICH FAL 10 MEET ME ABDW STANDARDS SMALL BE CORREMID ANO RE-IESTEO BY ME OTHER'S TESTING AGENCY AT THE COHMACTOR'S EWENE. 11 CONTRACTOR WALL PR- YCNPORMY TRAFFIC CONTROL AS WEDEO IN CEAPUAME W1M M.DUT TEMPORARY TRAFHC CONM. ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR CONSTRUCTION AE.GENI To "'A" WAYS i9. CONTRACTOR SHALL BE RESPONSIBLE FOR WRIMAMM OF TIE DEPTH OE EXISITM UDUllES LISTED ON TMs PLAN PRIOR To ma- of ANY maws. s1PUEMSE5. CASBNGs, ETC. ENGNEER ANO OWNER SHALL N07 BE RESPONSIBLE FOR ANY OISCREPANOES FOUND As DEPTHS ARE ESTIMATED. 1S, CONTRACTOR TO CWPLY ISM ALL REGLATONY AGENCY PERMIT CONDITIONS FOR PERMYS OBTAINED By THE OWNER AND FOR PERMITS OBTAINED BY ME GENERAL CONTRACTOR. IG ALL WORN "FORMED AND MATERIALS USED FOR CONSTRUCTION OF UIMTIES MUST CDNTORM TO TME CITY OF WSECD STANDAND SPEGTIGTONS ANB DETALi 17. ALL MANHOLE EASYNCS IN PAVEMENT SHALL BE DUMPED D.DS. ALL CATCHBASIN -NGS IN NRB SHALL BE SUMPEO 0.17'. RIM ELEVATIONS SHOWN ON PLAN RETLEET SUMPED ELLVAIIONS. Ia. CASTINGS SHALL BE NEENAH R-1711 FOR MANHOLES, R-JM7 FOR CATCH BASINS, A- R -2 FOR YMD INLET (OR EQUIVALENT). 10. ALL STORM EWER IN LAWN MEAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH ROADWAY PAVEMENT AREAS SHALL BE GLASS S REINFORCED CONCRETE PIPE (REP) WlYH TAT FA TIGHT JONTS UNLESS NOTED OMERWISE. 20. AM FLARED END SECTIONS 24' AND LARGER SHALL E FITTED WITH MASH GUARDS ,' I..,.,. - - - ... - MATCH LINE Sheets 14.3 / C4 iS Lrr.-.P------ VI PSG 1 MA -f-'l 0O K-Nry)eDloNivl.:wl\ Rl0'-oovm_(?.AM\ o " - SURVEY DATA PACE LAYOUT: SUNW INFORMATION PROYDEDo VHF INVESTMENTS, 'No. LL. L ND LI 11. C4.1 C4.2 LLC DUFFALo, TAN 5' - DATED: iE 1- 12, m1. C4.3 C4.4 S (PeOAOED DY -I. CRYPLYLIOUTH, Mx.Da1 i"NUNNN,M "I, I. N6Y0 14.5 14.6 E.M AxIN 20 NNMNSD -UTA): . oto I.H. GST LU[ OF WELL UNC 19T HIYMAM N OF 75TH sT., ELLV.92eDo PP SNI¢ INPP, HW pMDRAM OF ODS.O JD 100 O AKIUC AND CD RD J., ELLV-.4L0. 14.7 W C.EIPIM7 -1 NA FEET¢ Q ECT PROJLOCATION toLEGEND N a a PART a SO OF SECTION 25, TOWNSMP 121, AND PART OF M4 OF SECTION 27, TOONSHIP '--- A"'--" EXISTING CONTOURS RANGE 23. S W O 5� 121, RANGE 2J, -_ • - - FISTING SYDAI SEWER WNINNESOTA PIGHT COUNTY, " C - Eg511NG SANITARY SEWER ILEAL DESCRIPTION - • - • - DISRNG WATERMAIN € u� SEE SURWI -- - PMDPDERT W W A W Q! I �Y. I1�I1�,.�... Sir 1•PK. snWf, I --- ---I - I FWE4"bAw 7Ai•NR)- :r Du`mNWWIe -. >! �Q V • Aw sx> as I sna I .. •1A• vIA i.o I �� \5 _ Em -.27..9 rr I iafvi lr..ex - 'J'••=JI '+,• v :- leiro *. I- `19mLOa I I MLie wDa wa%'me i II�,� �' ��'•, F e.V n►{ .tea .na .[p J Ji PTY B' _ '_. 4 \ Ir`I . �� a-� m pMyy,M d9•M I ., II� f ` B 2 - fiL !'. 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I ✓r D„�J �` LLSAI;� c-ri% � 1 I >72 I i IJ=GJi, II 11 I I wivi%N•_' I I '�� I I r1 I I �; I e✓r�iie 1 1 1 wQT-_----------- I I I I � I 1 II •) I I I I i II T I I 1 I COLM CORS 050 a D -- -.--- PMOPOSED STORM BETTER Z I z• -•-•-•-'-'- PNDPOSEO SMRARY SEWER = [ M -•-•- -•-�- PROPOSED WATOMARI L5jyM ~ y OUTLET -906.0 Y 2 ATCH LINE Sheets 10012 NWL-611.B M --04A C4.5 \ J e L• uMp ANT .' 1 APE�eeultn OYTJ \ W V i Fat+ 1> 2I-� t2g $ I, •'I, 1 �a$yV1 E �L a I •"5iliit .' in a>� rF- ITT I Iltg n+ `C•y3 / pMi tWe�ra H A�✓< I 11 I I I I II II I II � IIVMo�mcN 1 u!D � •, � fe� Y •>� K 1 INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN C7,0 OVERALL LAYOUT AND PHASING PLAN C1.1-17.7 PRELIMINARY PUT C2.1 -C2.7 GRADING AND DRAINAGE PLANS /� >/ - C3.1 -C3.7 SANITARY AND WATER UTILITY PUNS /`/ /�./- C4.1-14.7 STORM SEWER UTILITY PIANS 15.1-05.2 STRCLI PROFILE PLANS C6 STORM WATER POLLUTION PREY. PUN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan GENERAL UTILITY NOTES 1. SPECWICATONS APPLICANU FOR TMS PROJECT: CURRENT STANDARD SPECIFICATDAH, FOR T ECITY OF D1SEE0 AND THE LAIEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY THE GTY ENGINEERS ASSOOATON O MINNESOTA 2. OMA RECUT EMENTS MALL BE FOLLOWED FOR ALL WORK ON THIS PROICCT. 3. THE CONTRACTOR MALL NOTIFY CODER STATE ONE CALL AB HOURS PRIOR TD ANY EKCAVATOt 4. THE CONTRACTOR MALL VERIFY ALL LDCAYONS AND ELEVATIONS OF UMOONGRQUIA UTIUMS MOI UTILITY COLPANICS PRIOR TO MY CCNSTRUCTON AND IMMEDIATELY HOEHN THE ENGINEER OF ANY CONFLICTS 5. THE CONTRACTOR MALL PROTECT ALL EMSTNG UTILITIES AND FALTUTES 70 ALLOT PROPER IUN NINE DURING AND MICR CONSIRUCIION. ANY PCONREO MPPHRTNG SlR11CTIRES SHALL BC SUPPI[D BY THE CONiMCTOR AS MORK INCID[NIAL TO THE CONTRACT. S THE CONTRACTOR MALL ILNEDIAIELY NOTITY THE ONS! NO R OF ANY CONTUCTS BEIWCON EXISTING UTIUTIES AND THE PROPOSCD CONSiR11CTON. THE CHOWDER MILL COORDINATE WTH M UTILITY COAPANY IN QUESTION TO DMINAINE ME NEED FOR RELDCATON OF THE EMSTRIG UTMIy. 7. EMSIING CONDITIONS SOUL AS SAND N MAW OLES OR VALVE BOWS MALL BE IDENTIFIED BY M CONTRACTOR AND THESE MALL BE REPOHLO TO THE ENGINEER PRIOR TO CYCAVATON BY KTCONTRACTOR. ONCE CONSTRUCTION HAS SEWN. ALL DAMAGE TO UTIDER. WD `WILES LL BE ASSWEO TD NAVE BEEN CAUSED BY M CONTRACTOR ANY REPAIRS NECESSARY MALL BE PERFO MED BY THE CONTRACTOR AT THE OONTRACIOES OIKWSE 6FINAL PLAT MALL GOVERN FOR EASEMENT$ AND LOT LINES 0. M CONTRACTOR MALL NOIFY TIE CITY ENGINEER AND PROJECT UIONEER 49 HOURS PRIOR TO STARTING WORK OR AS REQUIRED BY M LOCAL JURISDICTION OR BE ABJECT TO BENE MUT OOVM. 10. M CONTRACTOR SHALL PRESERVE AND PROTECT M MARNM AND MONUMENTS SET FOR M MDOMSON a M LAND. 11. THE CONTRACTOR MALL SCHEDULE THE SOLS ENGNEER TO FACILITATE CFRDFICAIION OF ALL CONIROLI£0 FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MELT TIC MILOWNG: A W1HIN THE UPPER Y OF STREETS M PAVEMENT. THE GRADING CONTRACTOR MALL UiRIZC APPROVED SOLS THAT ME MTMN 12 BE WE OPTIMUM MOISTURE CONTENT AS DEFINED BY A 1 0 -FAB STANDARD PROCTER TEST MEETING IOGS STANDARD PROCTOR DENSITY AND NOT NCEEONC THIS COMPACTION BY MORE THAN - BELOW THE UPPER T. COMPACTION MALL WE T 95M STANDARD PROCTOR BENSITY AND BE WTHIN 3% 0' THE OPTIMUM INOSINE COMILNT. GRADING TOLERANCES MALL AVERAGE 0.1', BUT MALL NOT BE COLN561ENFLY IIIGI OR LOW. \ B. GRADING TOLERANCES FOR VE RENAWOER OF THE M[ MALL BE DIV.. •.� I�. w ,pen L VFB' I ML�LZ ' ••, / 1 � 1W WAR _ Fil 7 - TO rpt}w7nl E __ _yt AVw'� - Nl �( •ey0 __ __-r(NO•ro7.w (W iq A�1A V�r __-u-Y. MA LPq �'� \A, er7' ��_ - NLE ____ I II WILL •� L+ ! I N mNOnI - - II[ -oral.------- NOMMwReRe-[---- --'-' --- If([J-RIEeP rrrp R0B•RIE.IA tM•WM7 --r . ni-PII.m Vi• au0 9 7 i e 1 ? / 12. THE DTXI MALL PAY EOR ALL TESTING OF SOLS COURAGEON. ANY AREAS WHICH FAR. TO MEET THE ABOVE STANDARDS MALL BE CORRECTED ARD RE-IESED BY THE OYNER'S TESTING AGENCY AT THE CONTRACTORS EWENSC IS CONTRACTOR MALL PROVLC TEMPORARY TRARTC COMM AS NEEDED W COMRIANCE WTH MI, T ICYPORMY WAFUC CONTROL ZONE LAYDIITS FIELD MANUAL (CURRENT VERSION) FOR GoNSIRINIDN ADJACENT 10 TRAVEL WAYS 1A. CONTRACTOR MALL BE RESPONSIRa FOR VENBICAMO4 O THE DEPTH OF CKISTNO UTUIES LISTED ON THIS PUN PDDR 10 ORDERING O ANY FITTNOS STRUCTURES, CASTINGS, EIC ON EER AND OWNER MALL NOT BE RESPONSIBLE FOR ANY DISCREPANCES FOUND AS DEPTHS ARE ESTIMATED. t1 CONTRACTOR TO COMPLY AIM ALL REGULATORY AGENCY PERMIT MOTIONS FOR PERMITS OBTAINED BY INE DINNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. 18. ALL WONK PERFORMED MIO MATERLUS USED FOR CONSTRUCTON OF LOBUTES MUST CONFORM To M STY OF 01260 STANDARD SPEGDCATONS AND DETAILS. 17. ALL MANHOLE CASINGS N PAVEMENT MALL BE MNPCD 0.0Y. ALL CATCHRASN CASTINGS W QURB SHALL BE SUMPEO DIT. RIM ELEVATIONS MOWN ON PLAN REFLECT SUMPED ELLVATOLRS 10. CASINOS MALL BE NEENAH R-1731 FOR MANHOLES, R-3DB7 FOR CATCH BASINS, AND R-4142 FOR YARD INLET (OR EMwAUWY). 10. ALL STORM SEWER IH LAWN AREAS SHALL BE HDPE MAL WALL PIPE AND UNDERNEATH ROADWAY PAVLMENT AREAS MALL BE CUSS 5 REINFORCED CONCRETE PIPE ERCP) NTH WATER TIGHT JOINTS UNLESS NOTED OD ERN2. 20. ALL FLARED END SECTIONS 24• AND LARGER SHALL BE FITTED WM TRAM OJAROS •• MATCH LINE Sheets C4.4 / Cq.6 . `- �arp 1 "wer1.4 ; � PDOI •,L9 I 1 'al FN +1 L LPee1V r mA GiinW I }d1 R �I I �1 �A• E • � .. _ G SURVEY DATA SURaLY -MA PPRSAOED Dr: T00 let AVCWE NE WFF La MN M5313 SAT m rIORUAM +2. tow TONOW-S EPROADEAN BY IS- CRY HAx/AR5O1l . R. A:vp 2e DATUM): I.H. FAST ^.IDE Or DOLL U 11% ISI HYO ANY H Or M. ST., CIN�R>B.OD RR OPpfE N PP, MW o_WY or tlE•REN AVENUE AND W RD b, ELN-94IAB PROJECT LOCATION PART OF SEI M STOLON SEB. TOWNSMIP T21, RANGE 23, AND PART OF SWI OF SECTION 27, 701FNSMP 121. RANGE 21, WRIGNT Co.-. MINNESOTA. LEGAL DESCRIPTION SEE SULVLY. ` •AA`\\ NTA VT A LTt L! + 71 ,I �`q •.,,` �` .TAA L � \ S ��`. t III NT 0< o'P gOlk :,.tom, �.. •,``b_ I I Wq f 1 N MATCH LINE Shoots C4.6 / C4.7 • {, t;SFt B •� til N _ _ T i.�TA PACE LAYOUT: C4.1 C4.2 C4.3 C4.4 C4.5 C4.6 C4.7 ru 0 90 TDO so w.4PEG _ N rcv LEGEND: ---- en----- CMSTWG CONTWRS EXISTING STORM SEWER H - F ERTSTNC SANITARY SEWER -- - • EXISTING WAIERMAIN -•x PROPOSED CONTOURS -•-•-•-^�- PRONq ED STORM SEWER -•^•-•-•-•- PROPOSED SANITARY SEWER -•�•-,-,-r- RROPOSM WATERMAIN LLIEM VHF INVESTMENTS, LLC Pw1 ire tato F U 2: Fy- a a = a > 0 ~ C Iz1I Lu o ; U D % Q G U O Z W N N W i 5 �J ct5 l„tC Pi Ww�WBs?t t� F4W I � � FXE NO. 00715 INDEX OF CIVIL SITE DRAWINGS: GO C1.0 PROJECTLOCATION PLAN OVERALL LAYOUT AND PHASING FMN C1.1-Ci.7 PRELIMINARY PUT C2.1 -C2.7 GRADING AND DRAINAGE PLANS �/ C5.1-CS.7 SANITARY AND WATER UTILITY PLANS C4 C4 CA1.1-C4.7 STORM SEWER UTILITY PLANS x I�VJJ CS,T-05.2 STREET PROFILE PLANS CS STORM WATER POLLUTION PREY. PLAN Storm Sewer C7.1-C7Z DETAILS Utility Plan GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT: L "' 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: -RENT STANDARD SPEGFTCATONS FOR 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY MEAS MHICH FAR TO 51MrtY uF WTNx PAOAp[D DC VHF INVESTMENTS, THE CITY GE 0=0 AND THE LATEST VCRSON OF THE STANDARD UTILITY SPECIFICATIONS BY NQi THC MOVE STANDARDS SHALL DC CONRECICD Mp RE-1E51E0 BY THE OWNER'S RSTNC LYCa RONIN LWO 5[RvIC[s C4.1 C4.2 THE GTE ENGINEERS ASSOCIATION F LL MINNESOFDA AGENCY AT THE CONTRACTORS ESPCNSL TC6 1.1 AVENUE HE LLC 2. INEOSHRNTRA FOR SS SHALL IF FOLLOMED FCR ALL WOO ON THIS PRPRIOR IJ. CONIRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED W COMPLIANCE YA111 WrFAO, uH 56JiJ Y EXCACONTI FOR SHALL NOTIFY GOPMR STATE ONE CALL AGE HOURS PRIOR TO ANY HOML MrIWT IEMPGRARY TRAFFIC CONTROL ZONE LAYOUTS GELD MANUAL (CURRENT VERSION) FOR Arra .. THE CONTHAGIOR SHALL VERPY ALL LOCATIONS AND 01YATOJS OF UNDERGROUND UTIUMS CONSIRIILTON ADJACENT TO TRAM WAYS aM[D. FCOIINMY 12, 1019 C4.3 C4.4 xYUOUIN�N NUC MTi UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER N. CONTRACTOR SHALL BE RESPON4BIf FOR VERIFICATION BF THE DEPTH OF EXISTING UTUTICS BNNCNVMNS (PROVpCO M 01260 CITY e04 O ANY CONfULiS. LISTED ON THIS PLAN PRIOR TO ORpfAINL 6 ANY FITTINGS, STRUCTURES, CASTINGS, CIL. E .MN. 1uB_GN ANOGISOR IFIL HGY9 HE 5, THE CONTRACTOR SHALL PROTECT ALL EX$TINO UTIUMS AND FAC'WTES TO A.OW PROPER ENOOFER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOND AS DEPMS m BAIB.): C4.5 C4.6 n:GN"Y...... FUNCTIONING DURING AND All. CONSTRUCTIOIL ANY REWIRED SIPPORIN. S --RES ARE ESTNAIED. SHALL BE SUPPLIED BY THE CONTRACTOR AS - INCIDENTAL TO THE CONTRACT, Ii CONTRACTOR i0 COMPLY MIN ALL REGULATORY AGENCY PERMIT GONOTONS FOR PDIIAIT: EST [ F 00[ 151 NmpAM e. THE CONTRACTOR SHAL IMMEDIATELY NOTIFY THE ENGINEER Of ANY CON VETS BEIMEN BUTAINED BY THC OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. H OF IIIN'SO1,, EILV-9ii.Go L' DIISIING UTILITIES AND THE PROPOSED CONSTRUCTION. MC CNGINQR VALL LOOROINATE MM I6. ALL DAMN PENFOIMED AND MATERIALS USED FOR CONSTRUCTION OF 07111- MUST GGHTGRM R N 0 DO r00 A50 H BE UTILITY COMPANY IN GUESTOIN TO DETERMINE ME - FOR RELOCATION OF THE EBSTNG A ME Gtt OF ASFING SN PAVEMENT SPCtlnCATONS AND DETAILS p RAM Of OLp[N V TIUtt. 17 , ALL UNG IN CASTINGS IN PAVEMENT SHALL RE BUMPED 0.03'. ALL ON IASN AVCIIUC ANO ro pD Je, [Lrv_NIIDe C4,7 W 7. EMSYNG CONDITIONS SIGN AS SAN M MANNO.. GR VALVE BONES SNALL BE IDENTIFIED BY CASTINGS IN GNRB SHALL GE BUMPED O.iJ'. HM [LEVAl10N5 SINOYM ON PLAN REELECT GRWIK S[AC IN F£C7 THE CENTRAC10R AND THESE SOUL BE REPORTED 10 INC ENGINEER PRIOR TO ClEMATEN OY SUMPED ELEVATIONS PROJECT LOCATION THE CONTRACTOR. 0NQ CONSTRUCTION HAS BEGIN, AL DAMAGE TO UNDERGROUND ITBJ Es 16 CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES. R-3067 FOR CATCH HASN:, AND (n Q ME BE ASSUMED 10 HAVE BEEN CAUSED BY DHC CONTRACTOR. ANY REPAIRS NECCSSABY R -4N2 FOR YARD INLET (OR EWIVALEN7). LEGEND: d G. SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S ESPENSC. 19. ALL S10RM SEWER IN LAWN AREAS SHAL BE HOPE DUAL WALL PIPE AND UNDERNEATI PART Of Sri OF SECTION 26, TOWNSHIP 1211 6. FNA PIAT SMALL GOVERN EN N FOR EASEMENTS AND LOT LINES ROADWAY PAKMDNT AREAS SHALL MASS ASS B REINFORCED CONCRETE PIPE (RCP) VAIN RANGE 23, . --. _ ISTING CONTOURS �=n F F O. THE CCNIRACTOR $HALL NOT" THE OFF ENGINEER AND PROJECT ENGINEER 46 HOURS PRIOR WATER TIGHT JOINTS UNLESS NOTED OTIIERVASE AND PMT OF SWj OF SECTION 27, TOWNSHIP -- EXV W Y TO STMTNG WORN ON AS REQUIRED BY THE LOCAL JURISOCION OR BE SUBJECT TO BOB. 20. ALL BARED END SECTIONS 24• AND LARGER SHALL BE FITTED MT -1 III- GUARDS 121, RMGE v' EXISIUNG STERN 2WER V .� C SNOT.OWN. MD. COUNTY. NN-mlW C € 9 I0. M[ CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FORr - . EMSTNG SMITHY SEAR ME SUBONSON OF TIE LAAO. il. THE CONDIA FIdI SHAL FLUIDLY A THE SOLS ENGINQR TO FACILITATE IE FML0TON GE AL LEGAL DESCRIPTION .-.-- EXlsnxc wATERMAIN C. ISTHN fO FRCS d A OF ST' ELLS OR DENSITY . THE SHAL CO ME TOR SBAUL: uj i d DD A APPROVED THE UPPER A A ESTEINS ON OF THENT. THE GAMING CONTRACTOR SHALL UTILIZE SEE SURVEY. -w - PROPOSED CONIONRS EO III O W APPROVED 8 ST THAT ARE MTHIN 15 OF THE G I0OHtN NGSWRE ROC70R E DEFINED BY (n O M 0 ASTM 0-098 STAN AND PROCION TEST 11EElIN. 1005 STANDARD PROCTOR DENSITY AND PROPOSED STORLI SETTER S NOT DOE DING THIS COMPACTION BY MORE THAN I5. UELON THE UPPER 3, COMPACTION Z Q O Sa SHALL MEET 955 STMUARO PROCTOR GENStt MD BE MNHN 35 GE THE OPTIMUM -•-•-•-•-•- PROPOSER SMITAIO' SEIVCR Q F 0 NOISTURE CONTENT. CRAONG TGLERMGES STALL AVERAGE 0.1, BUT STALL NOT GE -SISIENDY NIGH OR LOW. -'-'-'-•-'- PROPOSED WATERMAIN 2 W b S.RMING TOLERMME TON THE REMAINDER M THE SITE SHAL BE 0.15'. O N y T I I ( I I 1 I I I JA • I ( I J I I..�ty f j C) ---------------------- I I I I I AIF I I I .e• GN I I I I ieA' I N iia: • ITA - j rwanc r e Ncw Bmr r M I" .}T - ....___ n_In I m1•N..�"`(( f I; I - t j t."i) I"s+N�2a+°"""` I'Y1 I CL .i / �'..__- C ■Dp.ro� N'b fm•rQ vre• RtN S :Nn :: R,� rGy fm -a \ �„ NM Gu•b / rDW-anm rye IN, � Dr aMD Tax W r.2a MM -.n Ili fI L'wr) _ - - I � cl - I) b7-FM10 fu• GM . SwfFeN-T[ (M' eMl I ' �_ �,•' I { ` ,�'' O Ag , rw ::...�..�.. _. Nq re• RIs - �•,� :..y.,,�III''i i Q I� ' A ,. S y I"S 5 E G ♦ AI s ♦ e ' w•wuw'r jot' LV-o R$No cnN♦ y5 I V ueI I vP�MNu ww Hai - _ _ �s• g g �;II ,I Isra' Ai `ESE 8 ff I ' Q C � I � I c,_IN e. � a• aN HWWWMn] _ a -'a° � ' A > 2, ' '1 - •, .roymuxl[ i9'N 4r uNrAana,r �asai _ --- -- - ` w]s iM•waN nrb 55 R�w� L.. ^ -. ry Ia[} Ire•GDD IE •-.R(q.me.m Eu• ' '- J.. 71.E � `-' fNN-mm nr -- _ - - IFRI FJ o i :• bMi aevFii/• "Is - - �. , T �1` � °, I ," � I ' \":I �/ N. C11. __.�vrr 11C+ \.a IxH oravo[ � _ _ �I__� i 1 Y 1GtNi� ___ _ r• _ µ_� 7,y- ��+{''� `1 �``I {I,• l�- I •s �' I �'y r_ ,� �:+.1,�-- � x.aa T `7",W"�)+° m L°: GMM ii`� I IJ mr>•nx.9 nr M S � J ' -_ -� ' \ ' `� ` J � �� al L;IIi # r. S I 777 r- 4....... P P` ♦L ♦ `� w I Iraq -w.26 nr GMB < S'• '' Fnui�wFc J nL�j II T d Y',Ew \ J 11�A-..1 r: -Z • \, wNF s l 1 H c- n4a i t yaa I I Ha Ni N9a 1 1 rawo ^Aw7p 1. eaWol rwo ti i� (J j FeLo1 !. LJmN was j weal Lpwu LAeNi Lsuw i ' =H7 -'S --r*�- a pLi Nro.2 nail T roa II t iJ I I I� iS J j I i i �: eulnrr "°Fr . � �-......i � `I.4,...__..,Uf,.,.,,;`>N� . ••>,i _ i' , \ \ 1 ..,F-- ; �^ `` �,' ; 1 ~ I � � b ,OD 1 .-..�-1--. ..1.. art- a-0-7- `Ir-- I �\ `I' - 8$S �''• AY Stv'm�l` � � I I� I �W� �lM•aeD � � I �. �' H `... INDEX OF CIVIL SITE DRAWINGS: RLE No. 00775 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C2.1 -CS.7-CL1.7 RADINC AND RILMNARY 7 GPDRAINA C,:, _C,:7 PLANS �� - \�� ( �, SANITARY AND WATER UTILITY PLANS I C C4.1 -C41 STORM SERVER U1 11Y PUNS pj gpppp C5:1-05.2 STREET PROFILE PLANS } � � ; i" jL •1\ I J I i / c- - CS STORM WATER POLLUTION PREY. PLAN Sto= Sewer i 9999Y T� C7.1 -C7.3 DETAILS Utility Plon VERT: 1"=10'10074th STREET / OHLAND AVENUE OHLAND AVENUE HORIZ: 1"=100' VERT: 1"=10' HORIZ:1"=100' ODELL AVENUE VERT: 1"=10' GENERAL NOTES: 1. STATRINNO REFERS TO PROPOSED ROAD CENTcRUNE. 3. THE COMM 1 —11 COWALT'GOPNER STATE oNc CALL' PRRW TO ANY '—I.1-ROD-354-1ISD.) D. ALL CONsRU. TO COM LY YAM CRY OF OTSCGO SPECIFIGTIONS. 4. COWRACTOR sma VER' {Y ALL CONOUR RCOUIRTAIEWs FOR sac UaL S PRIOR TO PAWNC. INDEX OF CIVIL SITE DRAWINGS: COPROJECT LOCATION PLAN C' .0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 C2.1 -C2.7 PRELIMINARY PLAT GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER URLfIY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROF1E PLANS C6 C7.1 -C7.3 STORM WATER POLLUTION PREV. PLAN DETAILS —1. 1 VHF INVESTMENTS, LLC N11E N NWRY MANC[N nu)v ,a,o 3& h FILf NO. 00715 C5.1 1139" .10=1 Ilk 1010 MENEM! MMORN wl ME NNIMOM11011sees mum impilloloi-mi I I IN 0 pmmom I 111011 MUmmUM ®.__ _ e e III E MISS I no F.S. ME M no H Islim, -MMM ME NOME MEMO eeo e��m�m� a see ee �e�m:: eeee�e --°mei -�eee 1010 0111 om SII C MEMO M no M MOM= mmmmm ■ 00 mo 'Immommimmmm in MMUMMOMMUMBI I MINNIE momomm milmalum in ME 11111M III P- III !!Illffi! mom III I I I ril I i 1011 ME mom M i ME■ mail IN HIM mums v I MUMM M REM UUM ONE OEM mom 0 a In M ME a Nam ME mum M on I =1 folif I - M M 1010. III! IRS IN NKOMO wswo....aoq.■ ■■■q.� .■q...: ■ e w..w.�� ' ■■..ins �....��w■Go ON Loll MUMS -m 0 ME NO. 00715 AV - R= CONSTRUCTION ENTRANCE 1 �{ —L•-- `111 R I T�r�- r' j � l �� - ia�r `—a:--'�+. `L T II• � F -1l'r ��T�� 1. I , I -- ry n r •° • ..w� "rcn1N1w 1 REDUN61Ni SEDIMENT CONTROL WITHIN OF I B I .n, ...n"O' r ..w.:... .... x. ..w . n..° OVERALL LAYOUT AND PHASING PUN .0 w.rw°w w r -INSTALL nLTER LOGS ° wy vM..w...w " AgWNd MNLIRATON (,` BASIN ANTER ON OF BASIN WG11INGOINC n L- slitF u�w'"';"" ` INFIL7RATIOM � n.i �«a'w °"".u'.`'�..,L��.�(e t �, LaASMI " � r+..N r.,..l •.wn n.n ,`: '.� .t ,tl 1 b n�••'µ+,n.rw«W 'i ,n'.nxn ,'nin�`sx�i i".°°"M1 w,.s.�' •°us -• -`_moi+, <; �.4L •`.«�"..awe`" � �• �� w••°•v:.n°:":'•..� �,:,"�`w::`.`,:: u,�.«rwwia .-�nh sr M1r• .. m ,n .un, pn n �raua.rxm we. rz•r•• ma, � :d"�...:,.,. r".'w .www•. Tµ..wro w o,nn �. , _ w_. � ,�, a:�::. �.�• ;ate I L w e „"7 .. ,.�, n °M :: n: rn. •n r - New j` i;lt�= M�n,u •w n..w.w n w.. u. ,.i....r.+ r~e , u w iy T 1 � A� wnnucwnnvL�•n.mnue..anvm. '- n° •w. rw w .•w•n «. nww. « �1 1-. _ _ _ - n - a. .ww,-r - rrx w w rnw•. r•roA •w.. n..w,w..,. « rewr J. M ••.NVN n.wN�.. b M •nw •w uv. M1 °r 1°wr nMn. xw .• x,rw. w _....._— �_ _ ..n..w..•, w ....,.. w w•.•`e°•a`n.:- b. w, ,wnw-ns ..wwa .. _. _ _ _ _ _ T 8' WOOD FIBER LOGS OR WOOD CHIP BERM FOR -- ry n r •° • ..w� "rcn1N1w 1 REDUN61Ni SEDIMENT CONTROL WITHIN OF ,'w„'•^,'n':'r^�'M4Y,�i°�"••'•v �•••^•° / fMO'^i'r .se °.iw.•"ir.n:° k SURFACE WATER (TYP.) Elk .n, ...n"O' r ..w.:... .... x. ..w . n..° OVERALL LAYOUT AND PHASING PUN .0 w.rw°w w r -INSTALL nLTER LOGS ° wy vM..w...w " AgWNd MNLIRATON (,` BASIN ANTER ON OF BASIN WG11INGOINC n nHwm r 1• r w•'•° u ,r awn,... nu Iu f �, u�w'"';"" ` INFIL7RATIOM � n.i �«a'w °"".u'.`'�..,L��.�(e t �, LaASMI " � r+..N r.,..l •.wn n.n ,`: '.� .t ,tl 1 b n�••'µ+,n.rw«W 'i ,n'.nxn ,'nin�`sx�i i".°°"M1 w,.s.�' •°us I • I T wnww. ". ,..,n.nw".r.nw««.. r"" SfoR Noter Pollution C7.I-C7.3 111 I'r - I,L .4 SITE DATA: Apu ar Prtacn: • AT FINAL RESTORATION ANO e]1 K IxLT a onnNc surcn nryl - SEEDING, INSTALL MN/DOT CATEGORY 7 EROSION EzlsTpm TOIAt NI°DMd3 Altu, ac Ac CONTROL BLANKET (TYP.) P[Acnrt uSTuo enMfiwus Tau: p.aR � I 17 ro. /Aso 8' W00D FIBER PNpcEM uEw uP ...qu: 17 .72 0•.v no LOGS OR WOOD CHIP BERM (TYP.)aPascp / r[Rwous Axw aae Ac °� east =r•'�?jw;M:,J-':. — _. .wu rtr l>I:7cnluxcc wn .c LEGEND ----------- Exlelbg Cantaury w— n— E..1ng St— S." —.-- Prepeee0 Contours -- - --- -- PraPoseE Storm Sewer ------------- Pre .d Silt I`- ------- — -- ance---------- Pl.p— n- Legs Q Pr0pwe0 Inlet Prolscllon PropweC Rrlkulal.E ' Csnoslw dock - De. dr.nnen Pr C b cu[xl: VHF INVESTMENTS, LLC 1450B — PLYHowKL1le.. e MONRY H, x0 oN Psa)aa INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION �7 I. OVERALL LAYOUT AND PHASING PUN C1.1 -C1.7 PARE A SEJ OF SECTION 28, TOWNSHIP RANGE 23, S fig ! 4 Ig^in$ y, U AND AND PART 12 SWI OF SECTION 27, TOWNSHIP 121, RANGE el i O d ! I W I:' 2.T WRIGHT COUNTY, MINNESOTA i�t � LC g -S SH I°'g-I -EROSION CONTROL OUANTRIES• C6 .I�rGrral"aNtccpnpW Wa SfoR Noter Pollution C7.I-C7.3 No00 nOER l00tP alOacti .—TGT. 2117,]00 SY A.p� C SS1� F �Ijj N00'� PRCTIClION en ].g00 S. Zp _EEL I[ INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN C7.0 OVERALL LAYOUT AND PHASING PUN C1.1 -C1.7 PRELIMINARY PUT C2.1 -C2.7 C3.1 -C3:7 GRADING AND DRAINAGE PUNS STORMS AND WATER UTILITY PUNS C6 CA.1-CA.7 STORM SEWER UTILAN PLANS LAMS CS.1-05.2 STREET PROFlLE PUNS C6 STORM WATER POLLUTION PREY. PLAN SfoR Noter Pollution C7.I-C7.3 DETAILS I invention Plan CLIENT: V INVESTMENTS, VEST ENTS, LLC M — - — - — ... \ ``�� - � ...IL �� L •tet%f r....�.r".rL. 1 1 ---- .LYtlogYx.N"::: wr• � w•Y w.m .,. ...�.rw _ we.YM AVC uun w � MmrrJrcxn ••" �xv .. _ ^•1�"'J_ 1 i L I .... II .w.. 11 I I.... t I •'". t j..•Au� V^1.A.1U.w..^..M[ _•.Su [. IMMiC.C.wR—R«An.r.eu. wnlnuh V r.tlwserR'�u"rz � «q. 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LU W 3 fill F;�8 '-I J 'irna � \ o• +�'l tl"� LL S — I I - i I rel j ai I Y j INDEX OF DRAWINGS: FILE NO. 00715 I Lt.1-L1.7 LWDSCAPE PUNS I I �P�E LI.7 I I `l Landscape Plan Review No. 1 Hakanson Anderson 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 Cleric Dan Licht, City Planner Andy MacArthur, City Attorney Scott Dahllce, P.E., Civil Engineering Site Design Henry Hansen, VHF Investments, LLC Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Cody Sylvester, E.I.T. Date: April 11, 2019 Proposed Development: Hansen Heights Street Location A portion of the SE'/a of Section 28, T121, R23 and a portion of of Property: the SW'/a of Section 27, T121, R23. East of Odean Avenue NE .and North of 72nd Street NE. Applicant: Henry Hansen Developer: VHF Investments, LLC 1450543 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 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 SURFACE WATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:\Municipal\Aotsego23xx\2346 Hanson Heights -REVIEW PHASE\OT2346 RVW1.docx INFORMATION AVAILABLE Preliminary Plans for Hansen Heights, dated 3/26/19, by Civil Engineering Site Design. Storm Water Management Plan for Hansen Heights, dated 3/26/19, by Civil Engineering Site Design. Wetland Delineation Report for Henry Hansen, dated 10/30/18, by AG Wetland Services, Inc. Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 S:\Mun1c1pa1Wolsego23xx\2346 Hanson HeightsW-REVIEW PHASE\OT2346 RVW1.docx COVER SHEET 1. Please include a north arrow with the project location. Also, it would be helpful if some existing street names were labeled. 2. An existing conditions sheet(s) shall be provided. This shall include the following: a. Show and label widths of existing streets and show buildings, ect within 150' of the project boundary. b. Location, size, and elevations of existing sewers, culverts, and other underground facilities within 150' boundary. c. Boundary lines of adjoining unsubdivided or subdivided land, identified by name and ownership within 150'. d. Minimum of NWL and 100 -year flood elevations for all storm ponds, wetlands, creeks and rivers shall be shown. e. The proposed existing well locations within 150' of the project boundary shall be shown. f. Existing zoning classifications for land in and abutting the subdivision. g. Include 2 -foot contours. Also include any water courses, marshes, wooded areas, rock outcrops, power transmission poles and lines. Locations and results of soil borings, percolation tests, etc. h. Existing pond, creek and wetland NWL and 100 -year flood elevations. OVERALL LAYOUT AND PHASING PLAN Please rename the streets as follows: 72nd Lane shall be 73 d Street, 73�d Street shall be 74"' Street, 74 1h Street shall be Ohland Avenue. 4. Additional property in the west central area and to the southwest of the proposed plat have also been "ghost" platted per anticipation of including these properties in the development in the near future. The inclusion of the west central property would potentially require some redesign but these ghost plats are in general agreement concept discussions with City staff. The inclusion of the west central property would potentially require some redesign. PRELIMINARY PLAT 5. Minimum 10' easements shall be provided along all rear lot lines (i.e. lots along Outlot A). GRADING AND DRAINAGE PLANS 6. The House Pad Typical does not correspond with the way House Pad elevations are shown for each Lot. 7. Garage floor elevation shall be a minimum of 18" above the adjacent top of curb. PAGE 4 SAMunic1pa1\Aotsego23xx\2346 Hanson Heights\A-REVIEW PHASE\OT2346 RVW1.docx 8. Driveway slopes shall have a maximum 10% slope. Some of the driveway slopes appear to be calculated from the back of curb to garage, missing the sidewalk where present. Where sidewalk is present driveway slopes shall be calculated from the using a 4% boulevard and 2% sidewalk cross slope, the remaining slope from the edge of sidewalk to garage floor maximum slope is 10%. A minimum of 1.5' of freeboard is required from all EOF's to the lowest openings for all houses. (i.e. L3, B3 should be a minimum of 930.0 for overflow in SW of lot) 10. It appears that an EOF — 924.6 existing for the low area between L1,B1 and L2,131 Phase 2 across the existing driveway to the north. This EOF is not covered by a D&U easement therefore it could be raised in the future. The proposed low opening for these lots is 926.5 and 927.4 respectively. No other EOF existing that would provide the needed freeboard. These house elevations shall be revised so that they have the necessary freeboard or a drainage and utility easement over the existing lots EOF. 11. Some grading is shown beyond the project boundary along the west side of Ogren Avenue. Written permission shall be obtained from the property owner before this grading. 12. The EOF for the central infiltration basin appears to be 914.9. All low openings of houses surrounding this pond shall be a minimum of 1.5' above this elevation or a minimum of 3' above the HWL of back-to-back 100 -year storms. 13. The wet sedimentation basin shall have a control (cable concrete) overland overflow. 14. Sheet C2.6, the trail grade cannot be read. The trail shall not exceed 8%. 15. A maximum of 4' would be allowed from the house elevation to the side lot line elevation (10' side yard setback) to not exceed a 4:1 slope. There are a number of houses with +5' of difference. These will require retaining walls or the elevations adjusted. SANITARY AND WATER UTILITY PLANS 16. Sanitary sewer shall be provided for future service to the area west of Odean Avenue and Linbar Estates. Provide sanitary sewer stubs at the following locations and invert elevations: a. 912.00 at the western stub of 73rd Street (West of Odean Avenue). b. 912.50 at the southern stub of Odell Avenue (South of 72nd Lane). 17. Provide sewer and water service stubs to the existing Lot located to the west of the proposed intersection of 74`I' Street and Odell Avenue. 18. Provide a hydrant at the end of the proposed watermain stub west of the intersection of 731d Street and Odean Avenue. PAGE 5 SAMun1dpa1\Aotsego23xx\2346 Hanson HeightsWREVIEW PHASE\OT2346 RVW1.docx STORM SEWER UTILITY PLANS 19. All pipe shall be a minimum of 15" diameter except for the first pipe in a run. (i.e pipe from CB 110 to CB 109 shall be minimum of 15"). 20. Three existing storm water basins exist adjacent to the project boundaries. These existin basins discharge overland through the new development. Controlled outlets will be required to handle these potential discharge/overflows since the regrading of the area will block this drainage. Provide storm sewer connections to allow storm water outlets from the following: a. Existing storm pond located to the west of the proposed intersection of 74"' Street and Odell Avenue. I.E. — 920.0. b. Existing pond (dry) located to the south of proposed Lot 5, Block 6 (Phase 3), I.E. 923.0. c. Existing pond (dry) located to the west of proposed Lot 1, Block 2 (Phase 4), I.E. 917.00. STREET PROFILE PLANS 21. Please provide horizontal curve data. All vertical and horizontal curves shall meet 30 mph design speed requirements. A number of vertical curves do not meet the minimum K values or lengths. STORM WATER POLLUTION PREVENTION PLAN 22. Inlet protection shall be installed on all of the nearest catch basins and.culverts located downstream from the construction entrance(s) along Odean Avenue and 75"' Street. DETAILS 23. Please include recommended R -Value provided by the geotechnical engineer used to determine the street section. SURFACE WATER MANAGEMENT 24. Please submit a geotechnical exploration report. 25. Currently, the total site runoff for the proposed during a 2 -year rainfall is shown as more than with the existing conditions. This is not allowed and shall be lowered so that the total site runoff for the proposed is not more than the existing during a 2 -year rainfall. The total site runoff during the 10 -year and 100 -year rainfalls appear to meet this requirement. 26. A portion of the area south of the project boundaries (mostly in Linbar Estates) is not accounted for in the stoimwater model. This models shall be revised to incorporate drainage areas outside of the project boundaries where it will affect the Hansen Heights development. PAGE 6 SAMun1c1paRAotsego23xx12346 Hanson Heights\A-REVIEW PHASMOT2346 RVW1.docx 27. The preliminary utility plans do not contain any storm sewer information to be reviewed and compared to the design calculations. 28. Verify existing ground water elevations are a minimum 3' below infiltration basin bottom. WETLANDS 29. A Wetland Delineation has been submitted and approved. No wetlands are proposed to be impacted by this project. OTHER CONSIDERATIONS 30. Please submit a Geotechnical Exploration Report prepared by a professional engineer. 31. 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. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above items being addressed. PAGE 7 S:\MunIdpalWotsego23xx\2346 Hanson Heights\A-REVIEW PHASE\OT2346 RVW1.docx RESOLUTION NO.: 2019 - 23 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING VACATION OF EXISTING PUBLIC RIGHT-OF-WAY WITHIN THE 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 within 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 April 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 22"d day of April, 2019. ATTEST: Tami Loff, City Clerk CITY OF OTSEGO Jessica L. Stockamp, Mayor N CITY OtSe FC O MINNESOTA APPLICANT: VHF Investments, LLC 16 Apr 19 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment for land included within the preliminary plat of Hansen Heights. CITY COUNCIL MEETING: 22 April 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-1, Agriculture Rural 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 preliminary plat of 117 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 subdivision is 1.34 dwelling units per acre and net density is 2.45 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 subject site 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 The proposed single family lots within the subject site are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The 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 April 2019 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated April 11, 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 April 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 7-0 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. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the City Council of the City of Otsego this 22"d day of April, 2019. Tami Loff, City Clerk 3 CITY OF OTSEGO By: Jessica L. Stockamp, Mayor ORDINANCE NO.: 2019-10 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 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-1, Agricultural Rural 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 April, CITY OF OTSEGO In Jessica L. Stockamp, Mayor ATTEST: Tami Loff, City Clerk ATTACH LEGAL DESCRIPTION HERE EXHIBIT A 0 tSCJTY F O MINNESOTeA g APPLICANT: VHF Investments, LLC 16 Apr 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 April 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 117 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 subdivision is 1.34 dwelling units per acre and net density is 2.45 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 subject site 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 The proposed single family lots within the subject site are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The 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 April 2019 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The engineering review dated April 11, 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 April 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 7-0 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. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 4. 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. 5. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2)/Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance; Outlot A (Phase 3) shall be deeded to the City with the initial final plat. 6. 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. 7. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 8. All utility issues shall be subject to review and approval of the City Engineer. 9. All easements are subject to review and approval of the City Engineer. 10. 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: 3 Lot Lot Lot Setbacks Front Side Rear 75 St. Wetland Area Width Depth Odean Ave. 70th St. Lots Interior 12,000sf. 75ft. 100ft. 35ft. 1Oft. 20ft. 65ft. 40ft. except in Corner 100ft. row below L1, B1(3) Interior 18,000sf. 100ft. 135ft. Corner 130ft. 135ft. B6(3) B2(4) L1-4, 134 (4) 3. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 4. 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. 5. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2)/Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance; Outlot A (Phase 3) shall be deeded to the City with the initial final plat. 6. 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. 7. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 8. All utility issues shall be subject to review and approval of the City Engineer. 9. All easements are subject to review and approval of the City Engineer. 10. 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: 3 ADOPTED by the City Council of the City of Otsego this 22"d day of April, 2019. Attest: Tami Loff, City Clerk 4 CITY OF OTSEGO By: Jessica L. Stockamp, Mayor