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Item 3.1 Hunter Hills Phase 3TPC The Planning Company PLANNING REPORT TO: FROM: REPORT DATE 60 -DAY DATE: RE: TPC FILE: BACKGROUND 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com Otsego Planning Commission D. Daniel Licht, AICP 7 June 2021 17 July 2021 Otsego — Hunter Hills; Phase 3 Preliminary Plat/PUD-CUP 101.02 ITEM 3_1 Tamarack Land — Hunter Hills, LLC has submitted plans for development of 130 single family lots as the third phase of development to subdivide 207.59 acres located east of Labeaux Avenue (CSAH 19) and north of 80th Street. Development of Hunter Hills Phase 3 includes applications for a Zoning Map amendment, PUD-CUP/preliminary plat, and vacation of existing drainage and utility easements. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 21 June 2021. Exhibits: ■ Site location map ■ Hunter Hills Concept Plan ■ Preliminary Plans for Hunter Hills Phase 3 dated 05/12/2020 (24 sheets) ANALYSIS Comprehensive Plan. The Future Land Use Plan of the 2012 Comprehensive Plan guides the subject site for low density residential uses, which are defined as single family development with a net density of 3.0 dwelling units per acre or less. The Hunter Hills Phase 3 preliminary plat consists of 112 single family lots and 18 single family villa lots, which is consistent with the Future Land Use Plan. Zoning. The subject site is currently zoned A-1, Agriculture Rural Service District. The developer is proposing to rezone the area of Hunter Hills Phase 3 to R-5, Single and Two Family Residential District to allow for the proposed 112 single family and 18 single family villa lots. The proposed Zoning Map amendment rezoning the subject site to R-5 District is consistent with the low density residential land use designation of the 2012 Comprehensive Plan. The preliminary plat application also includes a request for a Planned Unit Development — Conditional Use Permit (PUD -CUP) related to development standards for the proposed single family villa lots and dwellings. EAW. A mandatory EAW was prepared with the Hunter Hills preliminary plat per Minnesota Rules Section 4410.4300, Sudp. 19.D as a connected action for residential development of more than 250 dwelling units based on the potential development of all 207.59 acres controlled by the developer. The City Council approved the EAW and adopted findings that preparation of an EIS is not required. The proposed Hunter Hills Phase 3 preliminary plat is consistent with the information included in the approved EAW. Surrounding Uses. The subject site is surrounded by the existing and planned uses shown in the table below. The character of the proposed development is similar to development of Arbor Creek to the south of 80th Street consistent with the Future Land Use Plan. The proposed development will also be compatible with existing rural residential single family dwellings in the area. The farmstead located to the east of the subject site is a registered feedlot under Section 11-27-2.13 of the Zoning Ordinance, which provides for establishment a reciprocal setback for any new residential dwelling from buildings used to house farm animals. Direction Land Use Plan Zoning Map Existing Use North LD Residential (Large Lot) A-1 District Cultivated field East LD Residential LD Residential (Large Lot) A-1 District Rural Residential Farm (Feedlot) South LD Residential R-5 District A-1 District Hunter Hills Rural Residential West MD -HD Residential A-1 District Rural Residential Cultivated field Blocks. Section 10-8-3.A of the Subdivision Ordinance establishes that blocks within a subdivision are to be a minimum of 300 feet and not more than 1,200 feet in length. Section 10-8-5.B.4.b of the Subdivision Ordinance also prohibits off -set street intersections of less than 200 feet, which is dictated by the layout of blocks within the preliminary plat. All of the blocks within the preliminary plat comply with the requirements for block dimensions and street intersection alignments. Lot Requirements. Section 11-66-6.A of the Zoning Ordinance requires single family lots within the R-5 District to be a minimum of 9,000 square feet in area and 60 feet in width. The developer is requesting approval of a PUD -CUP with the Hunter Hills Phase 3 preliminary plat for 65 foot wide single family lots and 55 foot wide single family villa lots: 2 Lots Min. Lot Width Number of Lots Lot Area Range Mean Lot Area Lots 1-11, Block 1 55ft. 18 7,146sf.- 7,656sf. Lots 1-8, Block 3 7ft. 20ft. 8,535sf. 1,000ft. Lots 1-6, Block 2 65ft. 112 7,871sf.- 9,797sf. Lots 9-17, Block 3 14,203sf. Lots 1-13, Block 4 Lots 1-6, Block 5 Lots 1-10, Block 6 Lot 1, Block 8 Lots1-9, Block 9 Lots 1-6, Block 10 Lots 1-29, Block 11 Lots 1-6, Block 12 Lots 1-6, Block 13 The proposed 65 foot and 55 foot wide lots are consistent with the overall concept plan and initial preliminary plat of Hunter Hills. The mean lot area of all of the single family and single family villa lots within Hunter Hills Phase 3 is 9,528 square feet, which exceeds the minimum lot requirement for the R-5 District. The flexibility in minimum lot area and minimum lot width requested under the PUD -CUP is consistent with the City's approach to lot requirements for similar subdivisions within the sewer districts (and the overall Hunter Hills concept plan) to provide a variety of lot sizes and housing types that include single family villas incorporated as part of a larger neighborhood. Setbacks. The table below specifies the principal building setback requirements of the R-5 District provided for in Section 11-66-6.0 of the Zoning Ordinance, the wetland setback established by Section 11-16-5.F.4.b of the Zoning Ordinance, and the reciprocal feedlot setback established by Section 11-27-9 of the Zoning Ordinance: Local Interior Interior Wetland Registered Street Side Rear Feedlot 25ft. house 7ft. 20ft. 40ft. 1,000ft. 30ft. garage The setbacks shown on the preliminary plat and listed on Sheet 5 of the preliminary plans submitted with the application comply with the setback requirements above. The 40 foot building setback from the delineated wetland boundaries must be shown on the preliminary plat. The 1,000 foot setback required from the registered feedlot building is shown on the Hunter Hills preliminary plat. This setback applies only to principal buildings within the residential lots. The setback requirement is reciprocal in that upon approval of a final plat, the registered feedlot cannot be expanded in a direction that would reduce the 1,000 foot setback. The Hunter Hills Phase 3 preliminary plat does not include any lots shown on the concept plan within the 1,000 foot setback of the registered feedlot, which will be required to be final platted as a separate outlot. An issue raised with consideration of the preliminary plat for Hunter Hills was manure application setbacks that would be required of the abutting feedlot operation with platting of the development. Section 11-27-10 of the Zoning Ordinance establishes a minimum setback of 300 feet for application of manure on the surface or by injection and 1,000 feet by irrigation from any platted subdivision or residence not owned by the operator. The setback requirements are meant to address compatibility, as well as to keep the materials from entering the City's stormwater system or well head protection areas. Inclusion of the setback from platted subdivisions is a City requirement and not required by the MPCA as part of a manure management plan. The Planning Commission may consider directing changes to the Zoning Ordinance regarding manure application standards or alternatives for how the setback is applied. A prior suggestion to apply the setback % on the feedlot property and one-half on the subdivision would have a negative effect in terms of street access and utility loops for Hunter Hills Phase 3 as it would prevent Lots 7-9, Block 9 and Lots 1-6, Block 10 from being platted. Access. Hunter Hills, Hunter Hills 2nd Addition, and Hunter Hills Phase 3 are accessed via 80th Street, which is a minor collector roadway between Labeaux Avenue (CSAH 19) and MacIver Avenue. In accordance with the final plat approval of Hunter Hills 211 Addition, the developer is required to improve 80th Street within the boundaries of the plat to an urban section street. The preliminary plat for Hunter Hills also provided that a condition of approval for Hunter Hills Phase 3 would be that the developer provide for a micro surface improvement to 80th Street between Labeaux Avenue and MacIver Avenue outside of the Hunter Hills plat. The developer intends to meet this obligation by entering into an agreement with the City to have the micro surface improvement completed in 2021 as a change order onto an existing City improvement project and reimburse the City for costs. With the improvements both within and outside of the Hunter Hills plat, 80th Street has adequate capacity to accommodate traffic generated by the previously approved final plats and proposed Hunter Hills Phase 3 preliminary plat. 11 Streets. Streets within Hunter Hills Phase 3 are planned to be public roadways designed with 60 foot rights-of-way and 28 foot wide street section as required by Section 10-8-5.13.1 of the Subdivision Ordinance. Connections to properties to the west and east are provided at the plat line of Hunter Hills Phase 3 as required by Section 10-8-5.A.7 of the Subdivision Ordinance. There are also connection points to the north for future phases of Hunter Hills to extend streets to future 85th Street. All street design and construction plans are subject to review and approval of the City Engineer. Sidewalks. There is to be a five foot wide concrete sidewalk on one side of the public streets as required by Section 10-5-8.D of the Subdivision Ordinance. We recommend that the sidewalk along Langely Avenue be moved to the east side of the street so as to minimize the sidewalk being only on the side lot line of several lots. All sidewalk design and construction plans are subject to review and approval of the City Engineer. Single Family Villas. The preliminary plat and PUD -CUP for Hunter Hills included approval of house designs for single family villa dwellings that specified a minimum attached garage area for these single family dwellings of 396 square feet based upon the plans submitted by Lennar Corporation as the builder within the subdivision. These house designs are to be carried forward to Hunter Hills Phase 3 for the 18 single family villa lots. Landscaping. Section 11-19-2.13.2 of the Zoning Ordinance requires that 2 shade trees be provided each lot at the time of house construction. Grading. The developer has submitted plans for grading of the subject site, which also includes wetland impacts. Those wetlands to be preserved are required by Section 11-16-5.F of the Zoning Ordinance to be protected by a 20 foot buffer with the wetland and wetland buffer platted within an outlot deeded to the City. All grading, drainage, wetland impacts, and erosion control issues are subject to review and approval of the City Engineer. The subject site is within the Otsego Creek watershed and payment of a stormwater impact fee as established by Section 8-4-1 of the City Code is required at the time of final plat approval. Utilities. Hunter Hills Phase 3 is included within the West Sewer District to which sewer and water utilities are available being extended north from 80th Street through Hunter Hills and Hunter Hills 2nd Addition. The developer has submitted plans for extension of sewer and water utilities for Hunter Hills Phase 3. All utility plans are subject to review and approval of the City Engineer. The City is nearing capacity limits at the West Waste Water Treatment Facility. While capacity currently exists to accommodate the 130 lots within Hunter Hills Phase 3, approval of the preliminary plat does not guarantee access to sanitary sewer service. The City only allocates sewer capacity to approved final plats with signed development contracts to assure the City of timely development. Payment of utility availability charges are due at the time of final plat approval and payment of utility connection charges are due at the time a building permit is issued for each lot in accordance with Title 6, Section 1 of the City Code. Easements. Section 10-18-12.A of the Subdivision Ordinance requires 10 foot drainage and utility easements at the perimeter of all lots (overlying side lot lines) and over any stormwater management facilities, wetlands, and wetland buffers not platted within outlots deeded to the City. The preliminary plat provides for dedication of required easements, which are to be subject to review and approval of the City Engineer. Existing easements dedicated over Outlot E, Hunter Hills are to be vacated as they no longer serve a public purpose upon approval of a preliminary plat and subsequent final plat(s) for Hunter Hills Phase 3. Outlots. An outlot is required to be established for the southeast portion of the subject site within the 1,000 foot setback from a registered feed lot. Another outlot must encompass the subject site extending north of the proposed single family lots to the right-of-way for future 85th Street. We recommend there be two outlots at the southeast corner divided between the future lots and the wetland and wetland buffer. The outlots for future phases of development will be retained by the developer. The outlot with the wetland and wetland buffer is to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. Park Dedication. The Parks System Master Plan does not identify acquisition of park land from the subject site. The proposed development is within the park service areas of Beaudry Meadows Park to the south and Prairieview Elementary School and Prairieview Middle School to the east. Park dedication requirements for the subject site will be satisfied as payment of a cash fee in lieu of land for use by the City in acquiring land and/or developing the park system as provided for by Section 11-18-15 of the Subdivision Ordinance. Development Contract. The City Attorney will prepare a Development Contract related to a proposed final plat for any portion of Hunter Hills Phase 3 to provide for completion of all public improvements, establishment of required securities, and payment of applicable fees in accordance with Section 10-10-4.A of the Subdivision Ordinance. The Development Contract is to be adopted by resolution of the City Council concurrent with the final plat approval and executed prior to recording of the final plat. Criteria. Consideration of the Zoning Map amendment and PUD -CUP is to be based upon, but not limited to, the criteria established by Section 11-3-2.F and Section 11-4-2.F of the Zoning Ordinance, respectively: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Future Land Use Plan of the 2012 Comprehensive Plan guides the subject site for low density residential uses. Low density residential uses are defined by the 2012 Comprehensive Plan as single family development with a net density of 3.0 dwelling units per acre or less. The single family and single family villa lots shown on the preliminary plat are consistent with the 2012 Comprehensive Plan. The proposed use's compatibility with present and future land uses of the area. I Comment: The subject site is surrounded by the existing and planned uses shown in the table below. The character of the proposed development is similar to development of Hunter Hills, Hunter Hills, 2„d Addition, and Arbor Creek to the south of 80th Street consistent with the Future Land Use Plan. Direction Land Use Plan Zoning Map Existing Use North LD Residential (Large Lot) A-1 District Cultivated field East LD Residential LD Residential (Large Lot) A-1 District Rural Residential Farm (Feedlot) South LD Residential R-5 District A-1 District Hunter Hills Rural Residential West MD -HD Residential A-1 District Rural Residential Cultivated field The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The propose preliminary plat will comply with the provisions of the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via 801h Street, which is a minor collector roadway designated by the Transportation Plan of the 2012 Comprehensive Plan. The capacity of 80th Street with improvements to be completed by the developer as a condition of Hunter Hills 2nd Addition and the proposed preliminary plat ensure the roadway has adequate to carry traffic generated by Hunter Hills Phase 3. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The proposed preliminary plat can be accommodated by existing utilities and other public services within the West Sewer District. 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. RECOMMENDATION The proposed Hunter Hills Phase 3 preliminary plat is consistent with the provisions of the 2012 Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends approval of applications as outlined below. 7 POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site to R-5 District based on a finding that the criteria established by Section 11-3-2.F of the Zoning Ordinance are satisfied. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance. C. Motion to table. Decision 2 — PUD-CUP/Preliminary Plat A. Motion to recommend approval of a PUD -CUP and Preliminary Plat for Hunter Hills Phase 3 and vacation of existing drainage and utility easements, 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. The lots within Hunter Hills Phase 3 shall comply with the following minimum requirements: Lots Min. Lot Width Lots 1-11, Block 1 55ft. Lots 1-8, Block 3 Lots 1-6, Block 2 65ft. Lots 9-17, Block 3 Lots 1-13, Block 4 Lots 1-6, Block 5 Lots 1-10, Block 6 Lot 1, Block 8 Lots1-9, Block 9 Lots 1-6, Block 10 Lots 1-29, Block 11 Lots 1-6, Block 12 Lots 1-6, Block 13 3. All lots within the preliminary plat shall comply with the following setbacks: Local Interior Interior Wetland Street Side Rear 25ft. house 7ft. 20ft. 40ft. 30ft. garage 4. The developer shall enter into an agreement with the City to provide for a micro surface overlay of 80th Street at the developer's cost between Labeaux Avenue (CSAH 19) and MacIver Avenue outside of the plat of Hunter Hills as drafted by the City Attorney and subject to approval of the City Council. 5. All street and sidewalk design and construction plans are subject to review and approval of the City Engineer, including revising the preliminary street plan to: a. The sidewalk on Langley Avenue shall be moved to the east side of the street. 6. Single family villa dwellings constructed on Lots 1-11, Block 1 and Lots 1-8, Block 2 as shown on the Hunter Hills Phase 3 preliminary plat shall provide an attached garage with a minimum area of 396 square feet. Two shade trees shall be planted within each lot at the time of house construction. 8. All grading, drainage, wetland impacts, and erosion control issues shall be subject to review and approval of the City Engineer. 9. A stormwater impact fee for Otsego Creek as established by Section 8-4-1 of the City Code shall be paid the time of final plat approval in accordance with the fee schedule then in effect. 10. All utility plans shall be subject to review and approval of the City Engineer. 11. Utility availability charges shall be paid at the time of final plat approval in accordance with the fee schedule then in effect. 12. All easements shall be subject to review and approval by the City Engineer. 13. Park dedication requirements for the preliminary plat will be satisfied as payment of a cash fee in lieu of land as provided for by Section 11-18-15.1 of the Subdivision Ordinance. 0 14. Prior to recording of a final plat for any portion of Hunter Hills Phase 3, the developer shall enter to development contract with the City as drafted by the City Attorney and subject to approval of the City Council in accordance with Section 10-10-4.A of the Subdivision Ordinance. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance and Subdivision Ordinance. C. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Dale Willenbring, Tamarack Land — Hunter Hills, LLC Marty Campion, Campion Engineering Services, Inc. 10 Site Location Map - t . at `:R', 95THST NE 39 ' r: �'1 i -L '4(y'i'4.. 3",r •• Qu �,1 _ ��f �; ` ,87TH ST NE - ' �. t85THSTNE If. 1 ` ' � •. W w `.80T,H ?CLu ,,w r y 79TH ST NEt VL-11Lu m T 76TH S,IT,NE � Lu i�11. �� r�? � , • + c rw'M''r a n W z El IN1,519ft �s 71ST SST NE " ti . r Overview Legend Roads ^-P CSAHCL — CTYCL --- MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits c t Parcels Torrens i i i I I LOTTYPE 65'SINGLE FAMILY 215 WSINGLE FAMILY 36 65'VILLA 87 SS' VILLA 94 i TWIN HOME 7 ROW HOME 76 TOTAL Su ra rw ® ra rw ® 4% ra vc� rwv meLmR HUNT E = - ------ ------------- HUNTER HILLS I C 10 ®! 0 Phase 3 Preliminary Plat I I _ I I I I I a N �` ,,; „", LOT TYPE EXHIBIT 9-'0 CAMPION m OTSEGO PROPERTY 1p is -o37 ENGINEERING uwy;; �LAKETOWN HOMES SERVICES, INC. OTSEGO, MN SHEET N0. OF 1 SHEETS u� 07/OBI2020 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WARES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 LEGEND PRELIMINARY PLANS FOR HUNTER HILLS PHASE 3 nmcvr-ir+n ItArNT DD(TIE-rT It)rATIr)KI PROJECT DIRECTORY OWNER: TAMARACK LAND DEVELOPMENT, LLC DALE WILLENBRING 1536 BEACHCOMBER BLVD. WACONIA, MN 55387 PH. 952.715.2926 EM JL• DALEOTAMARACKLAND.GOM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 753.479.5172 EMAIL, MCAMPIONOCAMPIONENG.001 SURVEYOR: WENCK ASSOCIATES 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH. 763.479.4200 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. SHEET INDEX SHEET NO. DESCRIPTION 1COVERSHEET 2 EXISTING CONDITIONS 3 PRELIMINARY WETLAND IMPACTS&BUFFER PLAN -WEST 4 PRELIMINARY WETLAND IMPACTS & BUFFER PLAN -EAST 5 PRELIMINARY PLAT 6 PRELIMINARY STREET PLAN - WEST 7 PRELIMINARY STREET PLAN - EAST 8 PRELIMINARY UTILITY PLAN - OVERALL 9 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN - WEST 10 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN - EAST 11 PRELIMINARYSTORMSEWER PLAN -WEST 12 PRELIMINARY STORM SEWER PLAN - EAST 13 PRELIMINARY STREET PROFILES 14 PRELIMINARY STREET PROFILES 15 PRELIMINARY STREET PROFILES 16 PRELIMINARY GRADING PLAN -OVERALL 17 PRELIMINARY GRADING PLAN -WEST 18 PRELIMINARY GRADING PLAN -EAST 19 IPRELIMINARYSWPPP-WEST 20PRELIMINARYSWPPP-EAST 21 PLAN NOTES & PARCEL DATA Q ,ODD 20D0 I GRAPHIC SCALE IN FEET 's PROPERTY LINE 880 EXISTING CONTOURS —900— PROPOSED CONTOURS COVER SHEET EASEMENT UNE -- SETBACKS —WET DEUNEATED WETLAND EDGE --..�—pp— STORM SEWER SANITARY SEWER I WATERMAIN —x—x— FENCE P.O. Box 249 Maple Plain, MN 55359 EXISTING TREE LINE —aeoc— OVERHEAD POWER UNE —vcoc— UNDERGROUND ELECTRIC —q ---Q CULVERT q SOIL BORING 40 SANITARY SEWER MANHOLE ® SANITARY CLEANOUT • STORM SEWER MANHOLE ® STORM SEWER CATCH BASIN r [� WATER GATE VALVE HYDRANT BUFFER PRELIMINARY PLANS FOR HUNTER HILLS PHASE 3 nmcvr-ir+n ItArNT DD(TIE-rT It)rATIr)KI PROJECT DIRECTORY OWNER: TAMARACK LAND DEVELOPMENT, LLC DALE WILLENBRING 1536 BEACHCOMBER BLVD. WACONIA, MN 55387 PH. 952.715.2926 EM JL• DALEOTAMARACKLAND.GOM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 753.479.5172 EMAIL, MCAMPIONOCAMPIONENG.001 SURVEYOR: WENCK ASSOCIATES 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH. 763.479.4200 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. SHEET INDEX SHEET NO. DESCRIPTION 1COVERSHEET 2 EXISTING CONDITIONS 3 PRELIMINARY WETLAND IMPACTS&BUFFER PLAN -WEST 4 PRELIMINARY WETLAND IMPACTS & BUFFER PLAN -EAST 5 PRELIMINARY PLAT 6 PRELIMINARY STREET PLAN - WEST 7 PRELIMINARY STREET PLAN - EAST 8 PRELIMINARY UTILITY PLAN - OVERALL 9 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN - WEST 10 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN - EAST 11 PRELIMINARYSTORMSEWER PLAN -WEST 12 PRELIMINARY STORM SEWER PLAN - EAST 13 PRELIMINARY STREET PROFILES 14 PRELIMINARY STREET PROFILES 15 PRELIMINARY STREET PROFILES 16 PRELIMINARY GRADING PLAN -OVERALL 17 PRELIMINARY GRADING PLAN -WEST 18 PRELIMINARY GRADING PLAN -EAST 19 IPRELIMINARYSWPPP-WEST 20PRELIMINARYSWPPP-EAST 21 PLAN NOTES & PARCEL DATA Q ,ODD 20D0 I GRAPHIC SCALE IN FEET 's N • Civil Engineering a Land Planning i nervy Certl,y, trot tnis plan, spaclneatlorl or report has been by me or HUNTER HILLS PHASE 3 COVER SHEET 1-1mv i CAMPION 1800 Pioneer Creak Center, prepared ander my direct and that 20-042 ENGINEERING P.O. Box 249 Maple Plain, MN 55359 sed Professional under thelrws of the Stte o aMinnelsotc TAMARACK LAND -HUNTER HILLS, LLC N0. DATE DESCRIPTION �jl SERVICES, INC. �1 Phan.: 763-479-5172 763–+78–+2on OTSEGO, MN SHEET NO. 1 OF 24 SHEETS DATE: 05/18/2021 REVISIONS E– E -Mail: mcamplonOcompionenq.com Martin P. Cam Ion –LIc. 19901 Date: a CERTIFICATE OF SURVEY ----------_-- 1 1 i / 1/ r't f 1,....."-^• i /' ! t j i I ti'`, f ,..�_.., \.1 t•_- "r''t'I a- � t`' ''*" .,.y'-/' f j/ f l;'! S , (��`•,,. ..'t ♦_'.-_-_-�.�„y,, ° l t,.'" i!'jtrf r f ',1`�i`,,"`'e-•'r.%f �,-'l:'=,.+-'- ��'-\',1 S`t ' > rJ l ti' J' �- -, _ J / /l , t I t t, __ `. � ,, `, 1, t • t i y f f I i �< „- r,. \ !„ iL= s __ ---.,,'111. ; % V--) 1,., f ------- _ "'•Ir✓�t I t t d //,.r- t, of fi � ./ ' �""'� _moi^�.' ��.-„-'`'` I. (f•, f ! `i ' (., j : `'�,.%}'St� `,, f f S`t'fr7 ! � '� .\ � ! 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(f''. �'tfF��,Er.•:tJ iA 1�t,r: t1_�.��' f } ; .l,.Jt ttk,, ,r f•:r 1 r 1t ,4 �'`4 `t `t, -� !tiJ "-; �J ;;rl,/...'.a' �,,.__.;�-�-.` 'j�t(F r,.s��' }t`J'\ ,r--.,_.,_'` ,•t fti !\ ��•\ l` `'t•�' %,•`" ii,j 1 I �� ''i,.,,.,`_ �"f''(; j ,;,-=.:`'' ,,.`i%ffr` r%!r, _�•-' i�A; --., •...^''�'' r I ! ! � I \;a_., ,1� J �'`` ...-_..--',._ fjt ` f -`--z,-- t,, i l <,,.i\ti`,,, � t ; I ,. .-._ ..lit'' I'',I "f '.� :+` ?'fl�:l 7itfilf-,..i ,n,,'_ , �,_ _1 f_!,' ?,` �!'-\1; ,'".,_=y'�..' l '., _.r `�.•,..^.� '`.Ji: %;"`-`_"', . .. `°.� , ( r I I1 i _, -'-_ SURVEYORS NOTES: LEGEND STORM SEWER 1. Wetlands de0n-ted per KI.1haug Environmental SeMcee, Ins. >- SVJlrARY SEWER 2. Bearings and coordinates are based on the Wright County Coordinate System NAD83(11). -Ou OVERHEAD UTIJ LINE 3. Elevation. are based on the NGVD29 vertical datum. EDGE Or ASPHALT 4. Contours per Udar and adjusted to NC0029 vertical datum. -- - - - - - EXIS71NO EASEMENT UNE - - - - DOST7NO/84CA'CRoftND PROP. UNE SURVEYORS CERTIFICATION: SURVEYED BOUNDARY LINE -RSD- D9SRNC GROUND CONTOUR I hereby certify that this survry was completed by me or under my direct supervision and that I am a duly licensed land O SET MONUMENT surveyor under the law. of the State of Minnesota. • FOUND MONUMENT ® SANITARY SEWER MANHOLE ® STORM SEWER MANHOLE ®STORM SEWER INLET 5LG412M0 8 COUMUMC4770AFS PEDESTAL Chris Amboum Date LS 43055 0 200 400 �1 fl/Ift�1t,1\ET PROPERTY DESCRIPTION: SCALE 1N FE r That part of the East Halt of the Southwest Quarter of Section 24, Township 121 North, Range 24 West, Wright County. j` Minnesota, described as follows: Commencing at the northwest comer of sold East Holt of the Southwest Quarter, thence on an assumed bearing of North 88 degrees 53 minutes 30 eecontla East along the north line of saitl East Half of the Southwest Quarter 33.00 tact to the point of , jf \, `/ f',• , beginning of the land to be des Sed: thence conllnue North 88 degrcea 30 minutes 30 seconds East along said North line of jl� "l�ff the East Haff of the Southwest Quarter 572.03 feet to the Northwest comer of the east 716.37 feet of sold East Half of the 11 ' t •t�,r Southwest Quarter, thence South 0 degrees 00 minutes 00 seconds West along the west line of said east 716.37 feet of the East Half of the Southwest Quarter 2625.92 feet to the south line of said East Half of the Southwest Quarter thence South 89 degrees 12 minutes 43 seconds West along said South Gne of the East Half of the Southwest Quarter 177.42 feet to the southeast comer of the west 417.42 feat of sold East Half of the Southwest Quarter, thence North 0 decgaes 13 minutes 15 \ A',� seconds West along the cost line of said west 417.42 feet of the East Haff of the Southwest Quarter 20&72 feet to the .i r t, _!'`• intersection with the north line of the south 208.71 feet of said East Half of the Southwest Quarter; thence South 89 degrees 12 minutes 43 seconds West along sold north line of the south 208.71 feet of the East Half d the Southwest Quarter 417.44 feet to the West fine of mid East Half of the Southwest Quarter, thence North 0 degrees 13 minutes 15 second. West along �_'"^•+.J 1 `f'lt` said went line of the East Half of the Southwest Quarter 2360.69 feet to a point 33.00 feet South of the Northwest comer of -`'•, �` {`t<' sant Past Half of the Southwest Quarter as measured along said west Iine of the Past Half of the Southwest Quarter; thence F1 1ttt+ North 44 degrees 20 minutes 07 seconds East 47.03 feat to the point of beginning. Parcel 2: ' ! of the East Half of the Southeast Quarter Quarter of the Northeast Quarter ether with that art That part the the Quarter o Sesta tag p f of the Northwest Quarter of Section 24, Township 121 North, Range 24 West. Wright County, Minnesota, described as follows: \'` t Itis? 1 f f t' Commencing at the northeast comer of mid Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of (r..l ilii± South 0 degrees OD minutes 20 seconds East along the east line of sold Southwest Quarter of the Northeast Quarter 786.47 `/r tlf test to the point of beginning of the land to be described; thence South 88 degrees 17 minutes 45 ....rds West 611.50 feat; rr li' thence South 2 degrees 49 minutes 28 seconds East 116.14 feet: than.. South 82 degrees 06 minutes 02 seaonde west 256.19 feet: thence South 88 degrees 21 minutes 45 seconds West 601.77 feet; thence North 58 degrees 52 minutes 21 • _„_.--„_ti seconds West 141.04 feet. thence North 0 degrees 00 minutes 00 seroonda East, parallel with the west line of said Southwest _•., _ Quarter of the Northeast Quarter, 862.63 feet to the intersection with the north line of said East Half of the Southeast Quarter of the Northwest Quarter, thence South 88 degrees 55 minutes 54 seconds West along the north line of mid East Half of the Southeast Quarter of the Northwest Quarter 397.73 feet to the northwest comer of said East Half of the Southeast Quarter of the Northwest Quarter, thence South 0 degrees 00 minutes 47 smonds West along the west One of mid East Half of the f 1\ r'• Southeast Quarter of the Northwest Quarter 1309.17 feet to the Southwest comer of said East Half of the Southeast Quarter of the Northwest Quarter. thence North 66 degrees 53 minutes 30 ma -da East along the south Gne of mid East Half of the j Southeast Quarter of the Northwest quarter 680.77 feet to the southeast comer of said East Half of the Southeast Quarter of c fZ- the Northwest Quarter, thence North 88 degrees 53 minutes 30 seconds East along the south rine of said Southwest Quarter of f f r..-%,te the Northeast Quarter 1319.15 feet to the southeast comer of mid Southwest Quarter of the Northeast Quarter, thence north O -'�degrees 00 minutes 220 second. West along said east line of said Southwest Quarter of the Northeast Quarter 529.34 feet to the point f t � The Northwest Quarter of the Southeast Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota. eri�� '• Parcel 4: The North Half of the Southwest Quarter of the Southeast Quarter of Section 24. Township 121 North, Range 24 West, Wright County, Minnesota. '1,t i / Parcel 5: 111 t<i�li `t1t t S �tl11i4( The East 718.37 feet of the East Half of the Southwest Quarter of Section 24, Township 121 North, Range 24 West, Wright 4` ttld%'�,� Counly, Minnesota, EXCEPTING THEREFROM the east 75.00 feet of the North 140.80 feet of the South 290.80 feet of said East ��tFt�1"Half of the Southwest Quarter and EXCEPTING THEREFROM the Fast 220.00 feet of the South 150.00 feet of said East Half of the Southwest Quarter. Parcel 6: .,'( Tha Fact 75.00 feet of the North 140.80 feet of the South 280.80 feet AND The East 220.00 feet of the South 150.00 feat of i jj%(ri prsF' the Southeast Quarter of the Southwest Quarter of Section 24, Township 121, Range 24, Wright County, Minnesota. Parcel 7: tt tt`it'1(`tt... That part of the Southwest Quarter of the Northeast Quarter, together with that port of the East Half of the Southeast Quarter ()Y'`;1', -• of the Northwest Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota, described as follows: Beginning at the northeast corner of said Southwest Quarter of the Northeast Quarter, theme on on assumed bearing of South '�R',!`�•�-. 0 degrees 00 minute. 20 -.-. East ala the East Hall of said Southwest Quarter of the Northeast Quarter 786.47 feet; •�.. \�\� -• thence South 86 degrees 17 minutes 43 seconds West 611.50 rest; hence South 2 degrees 49 minutes 28 acarida Fast '; i,,i`,',`�-• 116.14 feet; thence South 52 degrees 06 minutes 02 seconds West 256.19 feat; thence South 88 degrees 21 minutes 45 seconds West 601.77 feet; thence North 513 degree 52 minutes 21 seconde West 141.04 feet; thence North 0 degrees 00 �!°", ✓' intersex 00 amonds Fort, pa a Ilei with the West line of said Southwest Quarter of the Northeast Quarter, 862.63 feet to the Northwest uarter. thence North 88 degrees M intersection with the North line of mid East Haff of the Southeast Quarter of the ort est Q 9 ti.�t`-q= 55 minutes 54 seconds East along the North line of mid East Hoff of the Southeast Quarter of the Northwest Quarter a `-3"�. distance of 262_73 feet to the northeast corner of said East Haff of the Southeast Quarter of the Northwest Quarter, thence North 88 degrees 35 minutes GO ¢aaonds East along the North Gne of said Southwest Quarter of the Northeast Quarter a dshime of 1319.17 feet to the point of beginning. =• +Ia� ,� Parcel 8: ,.pf / Tha! port of fh¢ South Hai, of the Southwest Quarter of Southeast Quarter of Section 24, Township 121, Range 24, Wright ` yf- County, Minnesota, lying Wast and North of the following described line: ca r -`- Beginning at a point on the South line of said South Haff of the Southwest Quarter of Southeast Quarter distant 600.0 feet East i of the Southwest tamer of mid South Half of the Southwest Quarter of Southeast Quarter, thence North parallel with the West It ✓. 1, lin. of said South Half of the Southwest Quarter of Southmst Quarter a distance of 267.00 feet; thence East parallel with the South line of said South Half of the Southwest Quarter of Southeast Quarter a distance of 94.50 feet; thence North parallel with ;t a the said Went One a distance of 391.35 feet to a point on the North line of the said South Haff of the Southwest Quarter of Southeast Quarter distant 694.50 feet East of the Northweet comer thereof and them terminating. 'TAP ENC R ponsim partner, Exog.p6onol outcorn , 1802 Wooddale Drive Ph: 651-395-5212 Woodbury, MN 55125 NAME DALE WILLENBRING CERTIFICATE OF SURVEY IWN B CHK'D APP'D jDWG DATE lr/6 2020 MLH I XXX CNA SCALE 1' = 200' 'ROJECT NO. SHEET NO. 7150-0007 2 OF 24 als u Me WETLAND DATA WETLANDAREA PROVIDED PROPOSED NUMBER (AC) BUFFER WIDTH iMPACT(AC) 5 0.45 20 5A O.D4 20 6 0.12 20 7 0.08 0.08 B u6 10.35 9 167 20 TOTAL 1 352 "REQUIRED BUFFER- 20' AVERAGE, 10 TOTAL W ETIAN D IMPACT- 0.08 AC I I -❑❑J I f ❑ •� It:c :.� � � \ \ viii � �� ° �' � � `\�,� �, `\ `� ,° \ a / / \ I I I I I I I \U I Inil ° II �u1 I'II x°II •I1 1.1I I❑I IT ❑ I❑I I❑I I❑1 U ULLJLJLLLJLJ 83RD STR ET NE 1 01 I�I I I I�I 101 I❑J' 1 11 I❑ I II II❑I II II jl I❑I I L NI' -S � fN �'Lt_ I LJL'-J F_-1F--1FF-1L7-7-1F I„ I I 11 11 'd I h h l I'I=pII g _? _. I ❑ I[] 1[]l 1[jI❑I I❑I I❑ I❑ , ' LJL-1L_JL_JL-JI-JL I� ❑ -- $2N STREET NE J Vr�� F�� V❑I I❑1 ❑I ❑I I I❑ I I I IM J�JLJ�JL L J J I I ❑ I I � I I I- I I I i ❑2 I � I �L-----__ I F__1 � I I I N CAMPION ENGINEERING SERVICES, INC. O ❑�/X ..... FI,,,...•:::.. i,.� L7 ❑ x i «2 �- W -: + E. r + 1 \ \ \ D. I J.- I -- \ ) I f �❑� ❑I❑II❑1 \ \ _ \ I I I 9 ❑-- — I �e—I- ❑ I I l e❑ I ' e I x I ------I 1 ------ ❑I❑11❑'I❑i❑� ] „ F I� I I I I I I I I ertlf -------- --- x I I I V I I hereb I I I th t thl I I I If(ca tf • Civil Engineering •Land Planning t or reporhas been preparednby�me or o 7600 Ploneer Creek Center, under my direct supervision and that P.O. Box 249 1 am a duly licensed Profeesiond Engineer Maple Plain, MN 55359 under the laws of the State of Minnesota. Phone: 763-479-5172 Pax: 763-479-4242 E—Man: mcompionOcampioneng.com Martin P. Campion —Uc. # 19901 Date: rao a �. ,e >w esu I � ❑ I I- —❑ I I ----------- ------------ �� I I I I I � I HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN GRAPHIC SCALE m F1ET PRELIMINARY IMPACTS & BUFFER PROJECT NO: PLAN - WEST 20-042 SHEET NO. 3 OF 24 SHEETS DA05/18/2021 WETLAND DATA WETLAND AREA PROVIDED PROPOSED NUMBER (AC) BUFFERWIDTH IMPACT(AC) 5 0.45 20 SA 0.04 20 6 0.12 20 7 0.08 0.08 8 1 l6 10-35 9 1.67 20 TOTAL 3.52 ------------------------ T- ------------------.—= • REQUIRED BUFFER -20 AVERAGE, 10 TOTAL WETIANDIMPACf-0.06 AC ;LD II i I I I 84TH STREET NE � it—IIII_ 1 1---I ---I T--r--r--r--r— 1 \ \ t I I 1 y— I i I— — —L JE — I'_I 1_'I I , I I J ---I z4 i Ii I t— r — 1 II --- J \�� I J ° I' I L ------- I----- J _ —'--I I— x4x4 ❑, j I ---I I ---I I�----� �--------I --- 84T _ I HgTR ---- 1 _ -- ---- , — \ yl 1 I I ❑ T-- i-- i II II ° ,1 �� ED �\ — ° V 27ED iL --- I--- I I I I I I I I I I I LA J / ' I u I I ]4— ,��°`-��:�'��a�oN1❑II�I I❑I II❑I I❑I❑I I❑�O� 83RD N CAMPION ENGINEERING SERVICES, INC. e Civil Engineering a Land Planning 1800 Pioneer Creek Conte P.O. Box 249 Maple Plats. MN 55359 Phan: 763-479-5172 Fax: 763-479-4242 E—Mail* mcomplonOcanploneng.cam 5� 4 1 I J --❑ I F F_ __1.III F I I I I ' I I ' I I I I , I % I r .... --- I ---1 --J -- 1--- \� ... I �/j N 0 EX. H �y`� _J !� e :.::. L°alo eeee I report has athat this plan, specification HUNTER HILLS PHASE 3 or has been prepared by ma or under my direct supervision and that under°the ws ar thProfessional in e`sota TAMARACK LAND -HUNTER HILLS, LLC forth P. Campion —Uc. 4 19901 oat.: OTSEGO, MN N 0 ]qD T GRAPHIC SCALE IN FEEr PRELIMINARY IMPACTS & BUFFER PLAN - EAST SHEET NO. 4 OF 24 SHEETS 20-042 8/2021 NW 1: SETBACKS FRONT HOUSE 25' GARAGE 30' SIDE INTERIOR 7' STREET 25' REAR 20' WETLAND 40' L4-3 I ; JAIL i JIIII J �N i, , ,,, ,,I\�.V L of _ll I J_ L_i I 1—�—� I _J { 1—L—i III I L t �il—_I_ JiL_ J I L I JI rl9i__- FSI -.-�-� I I I I I I-= -------- zr IIIII 46�f` -- I LJ+1_L I I �f------LL 42- - I�� ! ��, I — — — , _ I - ----- -- -- 1 I A I I I T O I l I r� --- I-lI-//7 J, { it L_, I �_I_f =-�J L_J� 2 '.' 5l 15+00 - l 48' 37.73_ 342a5 SIF � � R�Dop� ��%• �/'� �_ — --- l—�—l�f ��I— —1 III � FI_91F 11 �� I I� +68.5 - \ 1 1' -- `.DAU AVE NE NORTH '*db'`�Sg'�cp' r . 1 I 1 . 1 I \ �\\�\� ;'�\� \ \�.' ./� \ I V'.+ 00 Na3' 561-36__,78 y^ 0 _.,Q _\ I Imo\ SAl9lr0313 1 i .\.� o r66.1n'i \ .� M AVE : i� • .III ,I �IIJIIIL—�\ \ V \ ,\ i ' �7��'1\ V% i ",'S8� d / \\ � I\ JLL_ =JJL _ \� � gip°° = 141 Lj � >_>I$ Ln�� _-n_ J I-,\ \Y� sow �1 , zD1 L�JJI I Ir �I: �� 7� \ \ �� '� '/°`.�'k� I\\� �� a `' �� a snE;rr _ I C _�JI .� � ' � ,o g ,�� ` �� —nil 1 ,<. 3� �'01s I== U-11 �= Inlnn ,``�\ g ,4 III bI I I � � �I II f,.�' S� 3 I �IUIUIUII��IUiI I I'I___jIL / 9,sF L� — �J� �I_ �t _TIL JIL JIL— JLL i� �I— i�IL ,� :ap �r �� \\ >\\ saE � '`M z I- 14W �_ 889' 21' 29.56'Em 6+OD }!�pb�� '\\ - - r - - - --681.26•- .300• \< \\ i •c$ 1 _T__ T \ — _ 3A:t+66. �I� IIS �I -III �I(- J1 11� �I��\\ \ 1 sF �+ n I nlnlnl�Inllnl�nld \\\ \\ �\ �\ J�1 uNaN7 111 III III h1 111 f 01 III 1. ti\'� I l ?�� i • K LI Nrm I UIIIUIIIUIIIUIIIUIIUI1I I_ —I,L. J L J,L J L J,IL J,L i�1 737 SF - 188 42 SF 0 $� 5 1�+90 2+00 ��y.- 21�z9.58c 0 �650.22�' IT 1 4. 2 SF 2 5 SF a , 1+00 2408 N - 12'- 59.97'E� 6100 _ 645.81'��~ f � 63� E�J 8.26 :18 1 8 5+88 6108 7408 p.3'F•� y 12 2 SIF ) O Ea— -4 1 SF % •�L��cc 9135 1 0WW�W bier 4 17 4l \ '�N) • 7• I \ 1 Qi 1 41 -a AN CAMPION ENGINEERING AZ SERVICES, INC Q ! , 8 I SfR8+2.1.08 / Q •!!� 2sawra �? ! �%'��' IANto VP wA C` AV� �il�O I ttte,+ae4 1�I 1 I ere dig mn D� I � ■ . LA ER AVE \ \ In N u°i is r— ----i I 1 , \ �� - �-_106.70DF 'una AVE N88' 38' S8. nI I I \ I 1 •�_ --1 --� e Civil Engineering a Land Planning 1800 Pioneer Creek linter. P.O. Box 249 Maple Plain. MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E-1 mwmplon0cornploneng.com SF A \( . �E� Y \I YI 95% L4- 838 me g T 8186 L m /g , / ` it e49e J 6F .- 5 Nn;i I II 5 �\ N IZV17 t 41 I 84 L 35.39_E7 / /�� /'-- 161 rte• 3RD ADDITION 4TH ADDITION //y ///�-��r= "�"-- BLOCK TOTAL 55' 65' S5' 65' T 5+l� LOTS WIDE WIDE WIDE WIDE 'll� III. til. til �1'� . 3 + '�J I J11 �LI J1UIs ,� \ XE7 WETFM \\ 6 ' I�.tt4 tool laws= iW M I�raO \ YET % METS 588°33'42"YJ 618.33 am am N88°38.22"E 94.50 1 I heresy certify that this plan, specification HUNTER HILLS PHASE 3 or report has been prepared by me or under my direct aupervialon and that I ama duly licensed Professional Engineer TAMARACK LAND -HUNTER HILLS, LLC under the laws of the State of Minnesota. lath P. Campion -Lk.19901 Date: OTSEGO, MN 9 9 W. 6 it 29 13 6 6 TOTALS 130 19 41 70 55' LOTS I I PRELIMINARY PLAT N Q Q8 290 GRAPHIC SCALE IN FEET PROJECT NO: 20-042 °A SHEET NO. 5 OF 24 SHEETS 05/18/2021 oil :_ -_ toe^vrom tsr �!® r8xa•s ena >t t .. mnrr.® 9135 1 0WW�W bier 4 17 4l \ '�N) • 7• I \ 1 Qi 1 41 -a AN CAMPION ENGINEERING AZ SERVICES, INC Q ! , 8 I SfR8+2.1.08 / Q •!!� 2sawra �? ! �%'��' IANto VP wA C` AV� �il�O I ttte,+ae4 1�I 1 I ere dig mn D� I � ■ . LA ER AVE \ \ In N u°i is r— ----i I 1 , \ �� - �-_106.70DF 'una AVE N88' 38' S8. nI I I \ I 1 •�_ --1 --� e Civil Engineering a Land Planning 1800 Pioneer Creek linter. P.O. Box 249 Maple Plain. MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E-1 mwmplon0cornploneng.com SF A \( . �E� Y \I YI 95% L4- 838 me g T 8186 L m /g , / ` it e49e J 6F .- 5 Nn;i I II 5 �\ N IZV17 t 41 I 84 L 35.39_E7 / /�� /'-- 161 rte• 3RD ADDITION 4TH ADDITION //y ///�-��r= "�"-- BLOCK TOTAL 55' 65' S5' 65' T 5+l� LOTS WIDE WIDE WIDE WIDE 'll� III. til. til �1'� . 3 + '�J I J11 �LI J1UIs ,� \ XE7 WETFM \\ 6 ' I�.tt4 tool laws= iW M I�raO \ YET % METS 588°33'42"YJ 618.33 am am N88°38.22"E 94.50 1 I heresy certify that this plan, specification HUNTER HILLS PHASE 3 or report has been prepared by me or under my direct aupervialon and that I ama duly licensed Professional Engineer TAMARACK LAND -HUNTER HILLS, LLC under the laws of the State of Minnesota. lath P. Campion -Lk.19901 Date: OTSEGO, MN 9 9 W. 6 it 29 13 6 6 TOTALS 130 19 41 70 55' LOTS I I PRELIMINARY PLAT N Q Q8 290 GRAPHIC SCALE IN FEET PROJECT NO: 20-042 °A SHEET NO. 5 OF 24 SHEETS 05/18/2021 I I I I I I I I I------- ------------------ ------------------ ----------------- END ------------------------------5 END PAVEMENT, WALK, C&G-� STA 5+20 1 I I I I I I I F-------- 6 STA:3+54.36 LAMOM AVE ------ 0+0� I I 5 L— — — — — — - �URMOUNTAeLE CONC.— I I L — I CURB h GLT 9 I 51 ' I , L—_—_—_ ---J NEM/ c� // ,. / ` Q \ / 3 I I ' -- _ ______4 --- ___ _ it 2 I • �I L — — — — — — I J I II I sl L ------J I I I I I I \ \ �•' ,p ' 6Tk10+18.71 `\ ` \\ \ \ S S I I 7 / \ \ \ 4 EET \\ LANE I I I I I I I I I 1 _ 63RD ST �Ne __-_______L______1______________1________L_-_-__--______l__--__- J /:%%• \\ `\ \ \;�` \\ ` // \\\ \\ o 2 Pi6�P==T=Z=�6'i8�-7-=T'='1=�1i'+'BST =—=1-_r==i==r—=r�� _��--�T•FP�>�> � ��' �i� ' \ y ` \ \ � \ - END PCVEMI•M, WALK. CRG � �\ \ / \ \\ --r------r-------,--SURMOUNTA MC. I------ j \\ �\\ \\ STA 7+40 \\\ A\ \ \ 2 \\\ :X \ CURB \ -------r-------\ \ \ \ \ 5' CONC. / /\ \ \ \ 1 63RD UNE\\ $' CONIC. Wµrt r \ \ / m STA:6+84.45 I I I \ / / \ / \ \ / LAMONT AVE I \ / / [n: I I I I I I 11 I I I I I 1 m I I I I I \ \ \5' CDNC. WALK / / SURMOUNTABLE CONIC. // / \ \ \,, \ \ / %.I / --i GUTTER 1 ~� / \\ \\ \\ \ \\ rr/ I I I I \ \ \ \ PLD RAMP r < ----I r12 I I I -- — ,I I I I I I I I IT:0+23.26—— 3 \ I I I I I I I I I I I I I 9 I I o 1 Z 3 4 5 6 7 8 2 I I I I I I I I I I I PEb� , / ABLE CONC. \ \ / / / \ 5' CO WALK (T1T. I \� < \ \ \ / / / / / \ \ \//✓CONC. WALK L ---J L-- -- L -- I---� I --J I--- I—UTTER2 \ 9 9 10 X ---� ---1 F -1 L--CURBI "UTTER- F- T -- 1 �---1 F--pETT RAM � ' -Pa.' F \ \ \ / / 3 \ MOUNTABLE CURB "` / \\ \j� `/ BEGIN N\ v\EMENT, 5' CONC. WALX \ t 'r�7 / WALK CdcG 9 10 I I „ I 2 1 I 13 1 1 14 I I 15 1I 6 I I I I I I I TEMP. cu I REMOVE CUL DE sAc, REGI / I I I I I I I I I I I I NEW PAVEN \ \\ // DE EGIN I I L.... I L L L — J f L J L L L J I I L — I I I— MDl1NTABLE WALK I L e NEM/ c� // ,. / ` Q \ / 0 j STA:8+21.08 _J, --____-_ a LANDER AVE NE I > �`w -- _ 961.3 4 _ ______4 --- ___ _ . .. . STA ..: — — _ — — — J 1 2 WETLAND 95 / zs \� / I ANCLEY AVE (-11.11 ` i I 1. :c=c.-::.-.{:: i � —»—»—»—» -------------- ,/PED RAMP 10 YR 957.8 = \ HWL-958.4 v ,:._ '{:; Z - 7 1 I - .......::::::::. �:' I... L I I I I• II 1 .. ............. .....I. i ..............1. i..............i..L.............i..L.............i..f..............} . ;;' ;;';:::': I s -- --i II ----- r ______ \ aa;;' ;;� i {..............{. i..............i. :: I::fii:;; i..............i......._.........................__...............,, > I i I • III 1 i:::.::::::: f. _ I — {..{..{'....�..... I -------i .._...._._........ :.� SfA}.+5A:83._:: '. '?` ::'-H2N0: STRffT:N ............................................................................................... ..............1. :..::::::::::: I..I.�::.�:::::::.k ST_:':—:'':'L:::'".::.'i'.::.':.'::.':.:�.:.::::.:. i..............1. ':::::.�: �: { .1:.-:.-::.-:::: {'::I:::::::::::._: J ::�'.�:::. �::':.: L�...J:'.L:_::.J:.i_••-.�::.�.:1'. �::::..................... :::{::i::: �::::::::: '. ................ i ii'if i? :L.':_: J'i:' ..................v __ t ' 1 . Vr-_ 1 rl I 1: vS 1 6 ' --______ ___ I I I I __ POND 2 _ _ NWL-956.0 �� 2 YR 957.5 10 YR 957.8 \ I -------- I 1 I .. ::.I :::::::::::::')'.: ...................................................................................::::::':::'::::'.{'..{.::::::.-:f. ' _ I >S 100 -YR HWL=958.6 I: {. I :..:::::'r.:v:v.:'.:::`:::::irr': -0+00 1.26%-_____>i�j :::::::::::...., :I:::::::::::::::k; \ � I 1 �»�> ____ 2 YR j ................................. v ............... L—:�::L::_:::x::1'::t::':::;''::s >- - END .. r .... ;CBD-;..;',. r'c::::::.:. j .i l .. ... { �Yl MDl1NTABLE DNC..: r ...... `G tTi { --____-_ a LANDER AVE NE I > �`w -- _ 961.3 4 _ ______4 --- ___ _ ________ -___-_--_- I . STA ..: 15 .�.: .......? (-11.11 ` i I 1. i � I I ,:._ .; ':' ':::::.{.. ... I......... ... . t................. aa;;' ;;� ----------- i:::.::::::: f. 1:::::::::::::.k.:I'::::::::::::..I..}..................'............:.....................1..................{................:.::::::.::::.:'::::::.:::.::'.':.::.::::.-:. {..{..{'....�..... fL �.:k'.:I':.-::::::::::: ..............I. �:.i'.�::: i..............1. ':::::.�: �: {'::::.�:::::.:�I::?._::::::.::::::I::.............t':I'::';::;�:::...... ----- 7 ^��\ 1 POND NWL= ' ::.I :::::::::::::')'.: ...................................................................................::::::':::'::::'.{'..{.::::::.-:f. :'.�I'. ::::':':::::'::::':''.r.c {. I :..:::::'r.:v:v.:'.:::`:::::irr': :::::::::::...., :I:::::::::::::::k; fS _ -�� \ \ \ I I'--------------- r------ I 1 2 YR j ................................. v ............... L—:�::L::_:::x::1'::t::':::;''::s ................ -- :...:....:....................................................................................................................................... .. :::::::: :'.:. {—J..L.—.—.J........._.. ::::. ::_::.: '.: '.: :. :::::. .: '.: ............................................................................................ L:_:_'. ':L,': W;: :�.".i_':—._.':J: .{_.:._:....;:: J: :L:. :..�"::: �: 1 1 I \ \ \ 1 / , I \ \ \\ \ 1 I I I I I: - 10 YF loo - =I I I \ \ \ \ __-____-. STA:4+22.15 I I �-A�� LANGLEY AVE I _________________ N88 5° 8-JEI�—tee `\ POND 3 ; i T--• �\ NWL=953.8 2 YR. 955.0 I «----- —� I .. .. ...... j I m \\ 70 YR 955.7 I vu��11 r L�=L`� +'_-f--` _9 •�� \I 11 ------------ E \ 100 -YR HWL=957.2 I I 4 STAJ+35.381 0.60: _ 1 1 L if _ _� \ I ° \ \\ UNDER AVE NE 0+00 - T \ \l\ I- 1 0 80 1 ___ __________ ---__ I N •Civil Engineering a Land Planning I hereby certify that thls plan, speclficotion has been by me or HUNTER HILLS PHASE 3 PRELIMINARY STREET PLAN -WEST PROJECT NO: 5 CAMPION eer 1� ply, Gr, or report prepared under my direct superAslon and that 20-04.2 ENGINEERING P.O. Boz 249 Maple Plain, MN uam the'rwsoftheStaee'ooffdMinneTsoa` TAMARACK LAND -HUNTER HILLS, LLC SERVICES, INC. 4755359 Pham 763-479-242 nder DATE: N0. DATE DESCRIPTION E- 783omplon242 E OTSEGO, MN SHEET NO. 6 OF 24 SHEETS 05/18/2021 5 RENSIONS -Muff: meampionOoanpbnenq.wm Martin P. Campton -LID. 79901 Date: OUTLOT E t I I I 7 6 9 \ II II ---/// G ^\ \\ \\ 4 \\ \ Pm _ J I1— — — L — — J L — — — a 60 ,7�0 –__ '/;' , /' \\ 3 \ \ \ J 4 GRAPWC SCALE IN FEET �/� ------------- A-- h y I I r---- --------------_ '1 — — — _ —END STREET NE PAVEMENT, WALK, C&G STA 27185 I 183RD I SURMOUNTABLE I n 5TA:2+68.75 \ CURB & G �� /' \\ \ \ 16 I I - — — — — — — -- p UNDAU AVE NE NORTH - !/ I II �`�'-'_�� i 171 '''''/ �✓�/ // /,\\ \\\\ 75 \\\ I 1 I II "o L �, 1'� - 5' CONC. WALK 17 END PAVEMENT, \ \ 18 m STA 112 \ / / \ \ \/ i \\ \\\ ,A'171 L — — — — — \\`\` 10 \ UNNON �VE1#E ///\\\\ PEO 5 `\`� `��\ \\ 19 \\\ \\\ \\\ N 83RD41ANE23 ,\'/\ \ // 100 9 I 20 \ I — — — — — — PED RAMP / r , \/ \ / I .17+97.01 \\\ 8 `$T\EET NE \\\ \/ / \ \ 21 5 \ WALK � � \\ ' II III � \ \ \ �/ 2z 11 T \ \ J - Vp / /\ I ii END PAVEMENT, S URMOUNT \ \ / \ < \\ CURa h //^\ice=( II 61 :: <•\ \ \\\\ \/ J /' \\\ ib I 6; i SrA 4+555G L �\\ \ 7 \\\�/ / \ \ 5 1. \ \ \ / \ \ \ � �' � RMOUNf `GONG. /X/ / \ / \ \ \ \� / \ \ \ \ / .• / CURB & --------------- '\< � \/ / \\ \\ 12, Ig ,I � / \ \\I i� Iii r-------- – 4 \\ STA.' 1.2 \\ 83RD ST R �E \ \ \ / / \ \ II II III __________________ I______ PED RAMP / \ \ \\ / / � � II \ / a < c I I III I – ____ i- m p 09• /� 5' CONC. WALK � / \ \ > ` � \ ENd AVEMENr, w C&G1+40 m �\29allb ---------� i I 41 -- -- -- `� \..l i�`i \ � � � // 2 / `–(_------ STA:5+79.47 82ND STREET N EASE -EET SdE 6 / `\ I I N •Civil Engineering Land Planning CAMPION 1800 Plonear Creak Cantor, ENGINEERING Maple Plain MN 55359 m SERVICES, INC. Phan 783-479-5172 �J\1 E- 783amplon 242 E-Mall: mcamplonOearnpk,nanq.eom that this plan, specification I report or or report has been prepared and that under my dyyFect supe,vlelon and that under the ifawe of the Sta eelo A innelsota HUNTER HILLS PHASE 3 C TAMARACK LAND-HUNTER HILLS , LLC OTSEGO, MN PRELIMINARY STREET PLAN - EAST PROJECT NO: `LO–QL}`Z SHEET N0. 7 OF 24 SHEETS DATE: 05/18/2021 N0. DATE IEISIONS0N REN90NS Martin P. Campion -Lia. 19901 Date: _j --- -------i-----j------ L - ------- LL;-_ _I_---�,y ------ _rI ------ 9 ------------- ------------------ I F_ L j ----------------- --- - I -------------- I I i A' .0 .1 ---------- ------------------ 1 7 9 'K ]r\—\ ��— L42--: -1 ---------r------------------ ------------------- 1 ------------ 4 T ------ -------0 1 T 071y'l 11 --------------------- -------------------- t 3 ------ 24 IJ L ------ ------- ------- — ------------ ------ -- ------------ .............. ........ ---------------------.1 2 1 ----------- ------- --- t, -------------------- ------- --- — - - - - - - --__--__ 1 4 --------------------- r -------- -------- ------------- ------ ---- --_r_______, �I_IIIIi - ----------- --A ---------- ------------------ L ------- j ---------- 16 - - - - - - - - 15 14 L - - - - --- N, ------ -------- ----------- ------- -------------------- X L 12 17 < I F — — — — — — 4 27 - - - - - - j ZIA, - - -----------------------------'X rLI 19 5 _'X lo 2 4� --------------- --------------------- 9 21 7 ------------------ -------------------- Al III -----------------7 -------- 7 ----------- I ------- T ------ T ------ -------- -------- i T ------ T ---------------- I16 \N < ------------------- T 12 ---------------- T 4 - ------------------- ------------ --------- ------------- ---------------- -------- ------ ------- ---- ----------- z 6�51XU LAME ----------- --------------- - ---------------- - ----- ---- ------- r-------------------- ----- --------------- -------- ------- r ---------------- ----------------- 169\or 0. 29 5 6 tJI 13 L L 4 -1 ----------------- F ------i f ----i -F---i F-7 F____1 _F____1 12 ---___--------- Ir 2 a 7 a 'a OP ------------ ------ ------- ------- jL L- - - - - - 2 Iffi; 1 _'E 1D jr_ I--------`--- -------- ----- ------- ------- 7 r 3 4 4 9 10 11 12 13 '1 16 17 j L 3 IH JN tR HI LS TH,'RD Arr TIO: I L a L --- J ......... L___J L ---- j r p7mm ------------ 2 M f I M P1 � 2 --------- 1 7 L Iii f ---------------- 1 6 ------- - --------- RKA k�� V� I sW331421'11 6113.13 . ................. j-------------- ------ --- - 5 ----------------- .............. -------------- -------------- ................. .... ...... .................. .................. .. . . . . . .... . ...... ------ ------------ ------ ........... - ....... ... ............. ............. A f_** ............... ... - - -1-1--.1 -------------- I I,— 14_*_.- 4 1.*.... . *-, . - - . ji __m_ a i -{ H ............ . ................... 3 ......... A------Nn -- ------------ .. ....... . ... ........ fa� i ..... t -- - ------------- ................. . . . . . . ........... ............. ---------- i 2 -------- ----------------- 6 ---- - ---- 1z ----------_I -------- 5 --- ---------- - ------ ----------- - --- N88'38'22"E-. -- --------11 94.5o I ----------------- 1�4PG 4o ----------------- --------- T ---- -- --- N FIE, N •Civil Engineering 6 Land Planning CAMPION IBM Ploneer Cr*A C4ntw, ENGINEERING P.O. Box 249 Mq)[a Plain, MN 55359 SERVICES, INC. Phone 763-479-5172 E -Mail: mcomplon0con, ploneng.com I hereby certify that this plan, specification or report has bew prepared by me or under my direct supervision and that 1 am a duly licensed Professional Engineer under the [a" of the State of Minnesota. HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO,MN PRELIMINARY UTILITY PLAN OVERALL PROJECT NO: 20-042 SHEET NO. 8 OF 24 SHEETS DATE - b5/18/2021 NO. DATE I)ESMPT0 N0. REVISIONS Martin P. Complain -LI.. # 19901 Date: A7w I I I II II I I \ 10+18.71 SEE HEET 10 4 -----------------1 UNE 5 \\\ j MH 8 '\ \\ .'� ,�%.'1 �\ �\ `\ ` \ \ \ •INV.• 8 1 ,\Y �/p/\�� \ \ \ /\< \\\ 4e3Rosr'a k.ne g-----------__-1 I I__________L_____- ____lJ;.--_ gT' /�� \\ \\ m \ ` / \ \ o •', 4PVC O 0.40X \\ \ H 14 z / C SE INV:9 E + �-I-I-I-I��•S/ �' \ \ S \ \\ // \\\ 3 \\\ Y / \\ \ / ^ \ Poil� .59 1Y wV \N\E Z:952 :952 952-1 .' 1 - - - - - - - - - - - LUG e' Rto 2 SW :2Cmn _____r-- - 5IL98 1 I .98 MH 51 STA:) 1 8311) LANE � TTT i ',.�NVI.952.27 I SrA8+84.45 1 1 1 I I I I I g LAMONT AVE I I I I I I I I I ' 111 of 8" PVC ®0.4 \ \ w/29 ------------ gam/ ! -mi W/121.39UI1EALV \ / \ / / \ O/ OPLLIG / INV: 9582E I I I I I I ` \ \ \ \ \ / > \ \ // 4 -1 r--� r-�\ \ \\ 12 \\ 1YX1Y10+z3.z6 //�\� J// /// NWR14 51.7i�\� _________________i F____7 r---� r--� r--� r--� r--� �- r I I I I \ \\ ,J`� Rly�.g6�B23.26vREEPT N / \ / SE •951.61 I I I II II III II I I II IN J40.30 / 3 /// of 8' PVC��40X \ / w \ tt \ \ [V•948.30 /',•'ate/�� w r'zo., im 166' of 8 PJC O 0.40% I 1 2 1 1 3 I I 4 1 1 5 I 6 I I 7 I 6 9 D \ ►r' ' � �\ 2,. 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E .1.._....._........_............... ..............L L.............._ .......... _...._ ... 1 ' S Y NWL= _................._..........::::::.-:.-:::: ..........-::. { 1;1:;;..::::::::;.1: r- -------- -------- - 1 �.::.::1�.:}::::.-:::::.-:.{..{..............1 .1....... _........1.:::::,....:::r. a:::r::::::::�: �.. � 7 _ _ _ _ _ I r � 1 \ � 2 YR I .............. 1:::::::::.................... -- I ^ I .....- YR : J: C :::L::_-;.; , 0 ......................................................................................................................................... t I 1 : , DD- SrA.4+22.15 ac UNGLEY AVE ____________ N66 me, POND 3 I 1 I `----------i'----'-------- ---------- NWL=953.8 \ 2 YR. 955.0 _G - - - _ 10 j i ice- �� a0.7g o, 100-- HWL 9 YR WL=957.2 I 4 STA:3+35.381 s cc 1177�F_ U \ -_-_______UNDER AVE N7._._.._.___...._r__- T 1 N•CivCreek Engineering Land Planning I hereby certify that this plan, specification PROJECT NO: 5 CAMPION 1800 PI -or Center or report has been prepared by me a HUNTER HILLS PHASE 3 PRELIMINARY SANITARY SEWER & ,ir� P.O. Bax 249 under my direct supervision and that 2O-O•tG ENGINEERING Maple Plan, MN 55359 1 am a duly licensed Professional Engineer TAMARACK LAND -HUNTER HILLS LLC WATERMAIN PLAN -WEST under the laws of the State of Minnesota. SERVICES, INC. Phone: 763-479-5172 SATE: N0. DATE DEISIONSON Fax: 783amplor 242 OTSEGO, MN SHEET NO. 9 OF 24 SHEETS 05/18/2021 REVISIONS E-Ma9: mcamplonOcanplonenq.com Matin P. Cam ion -Uc. 19901 Date: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND NARES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL THAN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 LEGEND PRELIMINARY PLANS FOR HUNTER HILLS PHASE 3 /l rri (–I T1 f_4 /l T1 FN T DD/) 117(T I r)r1ATIr)K1 CAMPION ENGINEERING SERVICES. INC e Civil Engineering a Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—MaA: m0ampion0comploneng.com I hereby certify That this plan, specification HUNTER HILLS PHASE 3 or report has been prepared by me or under my dyirect supervision and that under the'lalicensed s of the State`o �Minne`saa` TAMARACK LAND -HUNTER HILLS, LLC Iortin P. Complain —LIc. # 19901 Date: OTSEGO, MN PROJECT DIRECTORY TAMARACK LAND DEVELOPMENT. LLC DALE WILLENBRING 1536 BEACHCOMBER BLVD. WACONIA MN 55387 PH. 952.715.2926 EMAIL:* DALEOTAMARACKINJD.COM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 763.479.5172 EMAIL- MCAMPIONOCAMPIONENG.CON SURVEYOR: WENCK ASSOCIATES 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH. 763.479.4200 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. SHEET INDEX SHEET NO. DESCRIPTION 1 ICOVERSHEET 2 EXISTING CONDITIONS 3 PRELIMINARY WETLAND IMPACTS&BUFFER PLAN -WEST 4 PRELIMINARY WETLAND IMPACTS & BUFFER PLAN - EAST 5 PRELIMINARYPLAT 6 PRELIMINARY STREET PLAN -WEST 7 PRELIMINARY STREET PLAN -EAST 8 PRELIMINARY UTILITY PLAN -OVERALL 9 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN -WEST 10 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN - EAST 11 PRELIMINARYSTORMSEWERPLAN-WEST 12 PRELIMINARY STORM SEWER PLAN -EAST 13 PRELIMINARY STREET PROFILES 14 PRELIMINARY STREET PROFILES 15 PRELIMINARY STREET PROFILES I6 PRELIMINARY GRADI NG PLAN -OVERALL 17 PRELIMINARY GRADING PLAN -WEST 18 PRELIMINARY GRADING PLAN -EAST 19 PRELIMINARY SWPPP-WEST COVER SHEET Q 1000 2000 GRAPHIC SCALE IN FET PROJECT NO: 20-042 SHEET NO. 1 OF 24 SHEETS Iv -'05/18/2021 PROPERTY LINE 880 EXISTING CONTOURS —900 PROPOSED CONTOURS EASEMENT UNE ,- SETBACKS WET— DELINEATED WETLAND EDGE -sem— STORM SEWER SANITARY SEWER I WATERMAIN —x—x— FENCE EXISTING TREE UNE —aroc— OVERHEAD POWER UNE oroE— UNDERGROUND ELECTRIC —yp—Q CULVERT p SOIL BORING 41) SANITARY SEWER MANHOLE ® SANITARY CLEANOUT • STORM SEWER MANHOLE ® STORM SEWER CATCH BASIN n pQ WATER GATE VALVE HYDRANT BUFFER PRELIMINARY PLANS FOR HUNTER HILLS PHASE 3 /l rri (–I T1 f_4 /l T1 FN T DD/) 117(T I r)r1ATIr)K1 CAMPION ENGINEERING SERVICES. INC e Civil Engineering a Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—MaA: m0ampion0comploneng.com I hereby certify That this plan, specification HUNTER HILLS PHASE 3 or report has been prepared by me or under my dyirect supervision and that under the'lalicensed s of the State`o �Minne`saa` TAMARACK LAND -HUNTER HILLS, LLC Iortin P. Complain —LIc. # 19901 Date: OTSEGO, MN PROJECT DIRECTORY TAMARACK LAND DEVELOPMENT. LLC DALE WILLENBRING 1536 BEACHCOMBER BLVD. WACONIA MN 55387 PH. 952.715.2926 EMAIL:* DALEOTAMARACKINJD.COM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 763.479.5172 EMAIL- MCAMPIONOCAMPIONENG.CON SURVEYOR: WENCK ASSOCIATES 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH. 763.479.4200 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. SHEET INDEX SHEET NO. DESCRIPTION 1 ICOVERSHEET 2 EXISTING CONDITIONS 3 PRELIMINARY WETLAND IMPACTS&BUFFER PLAN -WEST 4 PRELIMINARY WETLAND IMPACTS & BUFFER PLAN - EAST 5 PRELIMINARYPLAT 6 PRELIMINARY STREET PLAN -WEST 7 PRELIMINARY STREET PLAN -EAST 8 PRELIMINARY UTILITY PLAN -OVERALL 9 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN -WEST 10 PRELIMINARY SANITARY SEWER&WATERMAIN PLAN - EAST 11 PRELIMINARYSTORMSEWERPLAN-WEST 12 PRELIMINARY STORM SEWER PLAN -EAST 13 PRELIMINARY STREET PROFILES 14 PRELIMINARY STREET PROFILES 15 PRELIMINARY STREET PROFILES I6 PRELIMINARY GRADI NG PLAN -OVERALL 17 PRELIMINARY GRADING PLAN -WEST 18 PRELIMINARY GRADING PLAN -EAST 19 PRELIMINARY SWPPP-WEST COVER SHEET Q 1000 2000 GRAPHIC SCALE IN FET PROJECT NO: 20-042 SHEET NO. 1 OF 24 SHEETS Iv -'05/18/2021 _ - 1(11 i �'��,,a'rv��:LC.'3,•=t�'� est. I � / 1' � /'`~�• ,�'- f '�"`�'J _ i, (If ', s z.' ,.t"ev'FLvPF rye!';_4 aa, , .d I n'�m-ris¢Isrt G54•E - '116'39 :_,slq.50__'_..as.___ 21111 li�l of off `1<'i t f/ SII. d81 1 1jj',' fir ``x' �\.� ! _; % /_: r l _ ,y -� �J l t ti zb9 T2-- 1 r SURVEYORS NOTES: _ - 1(11 i �'��,,a'rv��:LC.'3,•=t�'� est. I � / 1' � /'`~�• ,�'- f '�"`�'J _ i, (If ', s z.' ,.t"ev'FLvPF rye!';_4 aa, , .d I n'�m-ris¢Isrt G54•E - '116'39 :_,slq.50__'_..as.___ 21111 li�l of off `1<'i t f/ SII. d81 1 1jj',' CERTIFICATE OF SURVEY__ -��t {� {' -� f, ifjr ''1;;1 1 ;`•S`o�� `'- f'".�::!;----= t rr` Ar�lr L ,? r r> � ;\/�t?t(t t-, `. ji,'i i ,-'/ 11 '( �• i I •_ lir, �1`i1%'',' f /• J' iL f?t�i3-912 E 474; r f f NN:%\ t •n _tai ;t ; 1 1 L' fi '1, 1`k'M1�!\>!>'` �J i t �{ } `'' ` S l ;\ / \ (r t / .- ; i { i ; 1, � !;• -�__ •-.._--'-, ".,;,``'1x1 , r,�s1 f/ ,�; �f %/ ,�,_ {1''� f :� \ , �-_-., h---•. `', Tri `;I h ; / %' -'^` t ' \ *> \>\>r\�,, hill; ,`��--•`r` ! —' T N".1 lo ' \1�r x�� ;y',,;xt J!.I;!'i + r �, EL �' �' �' T- J ,,_a-•-=.~' - ��,'��'� "3 -' t` 1 t / _ I lilt ' ', ! �!� ; A { ( m 1 L r'' •� , l } t T 1 `%, ' ~ �'' r j fr J,1 I{C 1 fill ,'-'_v�'� .'.�• j /. � f r j t �,,, ; � {�''> '\, r `t 7 /fj '-.:` 1r'� f �t S _ I Na r i ? t t' 1 °/ fLrF------ { f= - ' : t t._ x \\1 f t int t 1 ff .%% ,L// ` ! 't I / e 1' (' /' fl0W -E di09ltb;' l e? w �.,..,,•, \' ;_ 1, x ,r�:..� - , \ ; t �__�_` 1� , t s• i z, /Ill i 3 s J J;'.r1r �''f J f\ J J /" - i; 11 �s" �;\` I r• ! ter• .'/r j.J-_-_., � s � / {4' y1;` ,.—>, t j"' lti - >/' ; f r; ,'r'1 ; �''�x i f � ? ; r ; ..-�.._ ,� ,.+"' -• ;��'�',� '.:✓;� a ;1 (et%Jt�r' yll s, , rr� `- ;xt, ' •' o`` 14 r_��:,\ •tir;.� �'y; .\ I t; 3__rl�-J J;J•J _— lrrl �� II'Iirii; e s ; Illj�;l1;1R ` r Ift��at lit /h,r�,.h `` I Iq- j>,�',�i ••_`_"`•`� 1;'t I (` ± ` 1 -__ ' /"`^...__ � a' l�;r :' r J..-/• E i S�4'`•`._.��•�1i':,�l�,t. S i ( i t J i / r., v --'i`'-' _. '•�\-'�:--1S11t�t--�. �--- - _=s-r..+-�'f:r,^`:' ter-`---:*` I - _ .'�,..�: :/�! I . i \k .,'=11;,� �it�t` )' t ; lit hl � \ `•,1 /,7 �:��>,'`!!l =ti .^'y 1 \, `•, f (t ) I ( ,, � ; ,� tx� i /�,.r--^-._~'� % `\;`'-. ` ., . \ l\} !�� . ,.,_ ...•.......�,, t, /,1% ;car . 4--= ==..,. i t (ti . /, . ;� '•�.,_..,s' ; � _ �„� :J Jr 1 1 Ji 1 RAI, t f.. r!� Ji' _ ._ ` �'.1 11' f f - i \ \_ - �'``• "rte C. ' \-_ 1 alt", fir''/ `��1� s�}�(J -t F i�l`�f/{ifi •e \ g /) y ` \�, !\``: J y�` N.\` fly/ "ttt'�I ti\� t t/ J' 1 > .� ', J _ .•_. _�'�\ . 4� ;rhe ;C �t�,-„fir•_sa �I. , � h�� }1ti, \ •„`, `ti �` ""� • \ ,! rte,, M1- * I�+S,; 't : us 1 t ,r•rii-_ . � ; /'; ; f ' 1 ; i' 1~ —`� � ';t� '•_.•-,?,•-'t%'' .rr.%f .�•�;.ti`,�'�` - 4 ♦ t Jr� 4'e >,'\ ;,1; ' e,ti \.,,_ _-�•v._w fir ``x' �\.� ! _; % /_: r l _ ,y -� �J l t tom=: C., tl;, i tri t i _ _-- SURVEYORS NOTES: 1. Retards delineated par KI.1haug Environmental Services, Ina. LEGEND 2. Bearings and coordinates arm based on the Wright County Coordinate Syatem NAD&3(tl). »— STORM SEWER >— S4NRARY SEWER ou OVERHEAD UTXffr UNE EDGE OF ASPWLT - - EXISTING EASEMENT UNE — — EXIS TING/a4CKGROUNS PROP. UNE SURVEYED B0UND4RY LINE --,9w — D ISBNG GROUND CONTOUR 0 SET MONUMENT •FOUND MONUMENT ® SANITARY SEWER MANHOLE ®STORM SEWER 9WHOLE ® STORM SENER hVLET 0 COMMUMC4AONS PEDESTAL CERTIFICATE OF SURVEY__ -��t {� {' -� f, ifjr ''1;;1 1 ;`•S`o�� `'- f'".�::!;----= t rr` Ar�lr L ,? r r> � ;\/�t?t(t t-, `. ji,'i i ,-'/ 11 '( �• i I •_ lir, �1`i1%'',' f /• J' iL f?t�i3-912 E 474; r f f NN:%\ t •n _tai ;t ; 1 1 L' fi '1, 1`k'M1�!\>!>'` �J i t �{ } `'' ` S l ;\ / \ (r t / .- ; i { i ; 1, � !;• -�__ •-.._--'-, ".,;,``'1x1 , r,�s1 f/ ,�; �f %/ ,�,_ {1''� f :� \ , �-_-., h---•. `', Tri `;I h ; / %' -'^` t ' \ *> \>\>r\�,, hill; ,`��--•`r` ! —' T N".1 lo ' \1�r x�� ;y',,;xt J!.I;!'i + r �, EL �' �' �' T- J ,,_a-•-=.~' - ��,'��'� "3 -' t` 1 t / _ I lilt ' ', ! �!� ; A { ( m 1 L r'' •� , l } t T 1 `%, ' ~ �'' r j fr J,1 I{C 1 fill ,'-'_v�'� .'.�• j /. � f r j t �,,, ; � {�''> '\, r `t 7 /fj '-.:` 1r'� f �t S _ I Na r i ? t t' 1 °/ fLrF------ { f= - ' : t t._ x \\1 f t int t 1 ff .%% ,L// ` ! 't I / e 1' (' /' fl0W -E di09ltb;' l e? w �.,..,,•, \' ;_ 1, x ,r�:..� - , \ ; t �__�_` 1� , t s• i z, /Ill i 3 s J J;'.r1r �''f J f\ J J /" - i; 11 �s" �;\` I r• ! ter• .'/r j.J-_-_., � s � / {4' y1;` ,.—>, t j"' lti - >/' ; f r; ,'r'1 ; �''�x i f � ? ; r ; ..-�.._ ,� ,.+"' -• ;��'�',� '.:✓;� a ;1 (et%Jt�r' yll s, , rr� `- ;xt, ' •' o`` 14 r_��:,\ •tir;.� �'y; .\ I t; 3__rl�-J J;J•J _— lrrl �� II'Iirii; e s ; Illj�;l1;1R ` r Ift��at lit /h,r�,.h `` I Iq- j>,�',�i ••_`_"`•`� 1;'t I (` ± ` 1 -__ ' /"`^...__ � a' l�;r :' r J..-/• E i S�4'`•`._.��•�1i':,�l�,t. S i ( i t J i / r., v --'i`'-' _. '•�\-'�:--1S11t�t--�. �--- - _=s-r..+-�'f:r,^`:' ter-`---:*` I - _ .'�,..�: :/�! I . i \k .,'=11;,� �it�t` )' t ; lit hl � \ `•,1 /,7 �:��>,'`!!l =ti .^'y 1 \, `•, f (t ) I ( ,, � ; ,� tx� i /�,.r--^-._~'� % `\;`'-. ` ., . \ l\} !�� . ,.,_ ...•.......�,, t, /,1% ;car . 4--= ==..,. i t (ti . /, . ;� '•�.,_..,s' ; � _ �„� :J Jr 1 1 Ji 1 RAI, t f.. r!� Ji' _ ._ ` �'.1 11' f f - i \ \_ - �'``• "rte C. ' \-_ 1 alt", fir''/ `��1� s�}�(J -t F i�l`�f/{ifi •e \ g /) y ` \�, !\``: J y�` N.\` fly/ "ttt'�I ti\� t t/ J' 1 > .� ', J _ .•_. _�'�\ . 4� ;rhe ;C �t�,-„fir•_sa �I. , � h�� }1ti, \ •„`, `ti �` ""� • \ ,! rte,, M1- * I�+S,; 't : us 1 t ,r•rii-_ . � ; /'; ; f ' 1 ; i' 1~ —`� � ';t� '•_.•-,?,•-'t%'' .rr.%f .�•�;.ti`,�'�` - 4 ♦ t Jr� 4'e >,'\ ;,1; ' e,ti \.,,_ _-�•v._w 0 200 400 "00 tt�t\ SCALE IN FEET PROPERTY DESCRIPTION: I{lt � JJ ``' Parcel is That part of the East Half of the Southwest Quarter of Section 24, Township 121 North, (longe 24 West. Wright County, Minnesota, described as followa: f 'Commeacing at the northwest comer of said East Half of the Southwest Quarter, thence on an assumed bearing of North BB degn:ea 53 minutes 30 ..condo East along the north line of said East Half of the Southwest Quarter 33.00 fast to the point of beginning of the land to be described; thence continue North 88 degrees 30 minutes 30 seconds East along said North line of the East Half of the Southwest Quarter 572.03 feet to the Northwest comer of the east 716.37 feat of said East Half of the Southwest Quarter; thence South 0 degree. 00 minutes 00 seconds West along the west One of sold east 716.37 feet of the f!F/• ”` East Half of the Southwest Quarter 2625.92 feet to the south One of said East Half of the Southwest Quarter thence South 89 degrees 12 minutes 43 seconds West along saitl South line of the East Half of the Southwest Quarter 177.42 feet to the t x11'. southeast comer of the west 417.42 feet of sold East Half of the Southwest Quarter, thence North 0 dogmas 13 minutes 15 L \ `\\`! .-and. West along the ..at Or. of said west 417.42 fast of the East Half of the Southwest Quarter 20&72 feet to the ' x, +\`• lotersectfon with the north line of the south 208.71 feet of sato East Half of the Southwest Quarter thence South 89 degrees ! j J 12 minutes 43 saoonds West along sold north line of the south 208.71 feet of the Past Half of the Southwest Quarter 417.44 r+ f t�1. feat to the West One of sold East Half of the Southwest Quarter, thence North 0 degrees 13 minutes 15 second. West along 2,' said west line of the East Half of the Southwest Quarter 2380.69 feet to a point 33.00 feet South of the Northwest comer of said East Half of the Southwest Quarter as measured along said west line of the East Half of the Southwest Quarter, thence -- ` 1Jii11 North 44 degrees 20 minutes 07 seconds East 47.03 feet to the point of beginning. l \. Parcel 2: , r ``, `x % That part of the Southwest Quarter of the Northeast Quarter together with that part of the East Half of the Southeast Quarter of the Northwest Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota, described as follows: 1' 41j ft' Commencing at the northeast coer of mid Southwest Quarter of the Northeast Quarter, thence on on assumed bearing of South 0 degrees OO minutes 20"accords East along the east line of avid Southwest Quarter of the Northeast Quarter 786.47 feat to the point of beginning of the land to be described; thence South 88 degrees 17 minutes 45 so—do West 611.50 feet; �✓ rI ( thence South 2 degrees 49 minutes 28 seconds East 116.14 feet; thence South 82 degrees 06 minutes 02 seconds west I 256.19 feet; thence South 88 dogma. 21 minutes 45 second. West 601.77 fact; thence North 58 degrees 52 minutes 21 —and. West 141.04 feet thence North 0 degrees DO minutes 00 seconds East, parallel with the west line of acid Southwest Quarter of the Northeast Quarter, 862.63 feet to the Intersection with the north line of said East Half of the Southeast Quarter of the Northwest Quarter, thence South 88 degrees 55 minutes 54 seconds West along the north line of acid East Holt of the Southeast Quarter of the Northwest Quarter 397.73 feet to the northwest comer of said East Half of the Southeast Quarter of the Northwest Quarter, thence South 0 degrees 00 minutes 47 second. West along the west One of said East Half of the 1 5 t \ �j-• Southeast Quarter of the Northwest Quarter 1309.17 feet to the Southwest comer of said East Half of the Southeast Quarter of t tt�hr t the Narthwest Quarter. thence North 88 degrees 53 minutes 30 seconds East along the south One of sato East Haff of the Southeast Quarter of the Northwest Quarter 660.77 feet to the southeast comer of said East Half of the Southeast Quarter of ! 4� /'• the Northwest Quarter, thence North 88 degrees 53 minutes 30 seconds East along the south One of said Southwest Quarter of the North ... t Quarter 1319.15 feet to the southeast comer of said Southwest Quarter of the Northeast Quarter, thence north 0 dogma OD minutes 20 seconds Wast along said -at line of said Southwest Quarter of the Northeast Quarter 529.34 fast to the point of beginning. Parcel 3: \.•'/ '? t 1', The Northwest Quarter of the SwAlmoat Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota. `4Jk�r t • Parcel 4.- The ;The North Hat of the Southwest Quarter of the Southeast Quarter of Section 24. Township 121 North, Range 24 West, Wright \ County, Minnesota. ``\� Parcel 5: ` t1 TJ The East 716.37 fest of the East Half of the Southwest Quarter of Section 24, Township 121 North, Rang. 24 West, Wright 11Iit I •\'\" Y`th'. �� Cour Minnesota, EXCEPTING THEREFROM the east 75.00 feet of the North 140.80 feet of the South 290.80 fest of sold East \rpt\iii; County. Half of the Southwest Quarter and EXCEPTING THEREFROM the East 220.00 feet of the South 150.00 feet of said East Holf of the ..It est Quarter. i \, 4%fif,"ill, 1 Parcel e: 111!{ The East 75.00 fest of the North 740.60 feet of the South 29090 feet AND The East 220.00 feet of the South 150.00 feet of tjg the Southeast Quarter of the Southwest Quarter of Section 24, Township 121, Range 24, Wright County, Minnesota. Parcel 7: 1, That port o/ the Southwest Quarter of the Northeast Quarter, together with that port of the East Half of the Southeast Quarter I'l{i Itjt}1`,, of the Northwest Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota, described as follows: k\•'+1,- Beginning of the northeast comer of mid Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of South 0 tlegrees 00 minutes 20 —ends East along the East line of sold Southwest Quarter of the Northeast Quarter 786.47 feet ti `��•\x>.\' thence South 88 degrees 17 minutes 43 seconds West 611.5D feet thence South 2 degrees 49 minutes 28 seconds Eaat ti!e ' .• 116,14 fest thence South 82 degrees 06 minutes 02 seconds West 256.19 feet thence South 88 degrees 21 minutes 45 t1, , a ... me West 601.77 fest thence North 58 degrees 52 minute. 21 seconds West 141.04 feet; then.. North 0 degrees 00 minutes 00 saconda East, parallel with the West line of said Southwest Quarter of the Northeast Quarter, 862.63 feet to the intersection with the North One of said East Haff of the Southeast Quarter of the Northwest Quarter, thence North 88 degrees \+\+ S?; 55 minutes 54 second. East along the North line of mid East Haff of the Southeast Quarter of the Northwest Quarter a r Y '\:: distance of 262.73 feet to the northeast comer of said East Half of the Southeast Quarter of the Northwest Quarter, thence 1 \� y `�. North BB degrees 35 minden 00 seconds East along the North One of said Southwest Quarter of the Northeast Quarter a li = distance of 1319.17 feat to the point of beginning. Parcel 8: rlS That part of the South Half of the Southwest Quarter of Southeast Quarter of Section 24, Township 121, Range 24, Wright tCounty. Minnemto, lying West and North of the following described line: Beginning at a point on the South One of said South Half of the Southwest Quarter of Southeast Quarter distant 600.0 feet East of the Southwest corner of mid South Half 0 the Southwest Quarter of Southeast Quarter, thence North parallel with the West One of said South Haff of the Southwest Quarter of Southeast Quarter a distance of 267.00 feet thence East parallel with the 11 `, South One of said South Half of the Southwest Quarter of Southeast Quarter a distance of 94.50 feet, thane North parallel with the said Went line a distance of 391.35 feet to a point on the North line of the said South Half of the Southwest Quarter of Southeast Quarter distant 694.50 feet East of the Northwest comer thereof and there terminating. TWENCK ftls 7p,1•Lfi1Kl parbla, Exopft11i111 oLttI` mm 1802 Wooddale Drive Ph: 651-395-5212 Woodbury, MN 55125 NAME DALE WILLENBRING CERTIFICATE OF SURVEY ;WN B CHK'D APP•D I DWG DATE 1l6 2020 MLH XXX CNA SCALE 1" 7 200' ROJECT NO. SHEET NO. 7150-0007 2 OF 24 fir ``x' �\.� ! _; % /_: r l _ ,y -� �J l t r •-._ _ i tri t i _ _-- SURVEYORS NOTES: 1. Retards delineated par KI.1haug Environmental Services, Ina. 2. Bearings and coordinates arm based on the Wright County Coordinate Syatem NAD&3(tl). 3, devatlons are based on the NM29 vertical datum. 4. Contours per Lidar and adjusted to NM29 vertcal datum. SURVEYORS CERTIFICATION: I hereby certify that this survey was completed by me or under my direct mpervtvan and that I am a duly licensed land sunn,yor under the laws of the State of Minnesota. �` 6/o4(2n2n Chris Amb urn Data LS 43055 0 200 400 "00 tt�t\ SCALE IN FEET PROPERTY DESCRIPTION: I{lt � JJ ``' Parcel is That part of the East Half of the Southwest Quarter of Section 24, Township 121 North, (longe 24 West. Wright County, Minnesota, described as followa: f 'Commeacing at the northwest comer of said East Half of the Southwest Quarter, thence on an assumed bearing of North BB degn:ea 53 minutes 30 ..condo East along the north line of said East Half of the Southwest Quarter 33.00 fast to the point of beginning of the land to be described; thence continue North 88 degrees 30 minutes 30 seconds East along said North line of the East Half of the Southwest Quarter 572.03 feet to the Northwest comer of the east 716.37 feat of said East Half of the Southwest Quarter; thence South 0 degree. 00 minutes 00 seconds West along the west One of sold east 716.37 feet of the f!F/• ”` East Half of the Southwest Quarter 2625.92 feet to the south One of said East Half of the Southwest Quarter thence South 89 degrees 12 minutes 43 seconds West along saitl South line of the East Half of the Southwest Quarter 177.42 feet to the t x11'. southeast comer of the west 417.42 feet of sold East Half of the Southwest Quarter, thence North 0 dogmas 13 minutes 15 L \ `\\`! .-and. West along the ..at Or. of said west 417.42 fast of the East Half of the Southwest Quarter 20&72 feet to the ' x, +\`• lotersectfon with the north line of the south 208.71 feet of sato East Half of the Southwest Quarter thence South 89 degrees ! j J 12 minutes 43 saoonds West along sold north line of the south 208.71 feet of the Past Half of the Southwest Quarter 417.44 r+ f t�1. feat to the West One of sold East Half of the Southwest Quarter, thence North 0 degrees 13 minutes 15 second. West along 2,' said west line of the East Half of the Southwest Quarter 2380.69 feet to a point 33.00 feet South of the Northwest comer of said East Half of the Southwest Quarter as measured along said west line of the East Half of the Southwest Quarter, thence -- ` 1Jii11 North 44 degrees 20 minutes 07 seconds East 47.03 feet to the point of beginning. l \. Parcel 2: , r ``, `x % That part of the Southwest Quarter of the Northeast Quarter together with that part of the East Half of the Southeast Quarter of the Northwest Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota, described as follows: 1' 41j ft' Commencing at the northeast coer of mid Southwest Quarter of the Northeast Quarter, thence on on assumed bearing of South 0 degrees OO minutes 20"accords East along the east line of avid Southwest Quarter of the Northeast Quarter 786.47 feat to the point of beginning of the land to be described; thence South 88 degrees 17 minutes 45 so—do West 611.50 feet; �✓ rI ( thence South 2 degrees 49 minutes 28 seconds East 116.14 feet; thence South 82 degrees 06 minutes 02 seconds west I 256.19 feet; thence South 88 dogma. 21 minutes 45 second. West 601.77 fact; thence North 58 degrees 52 minutes 21 —and. West 141.04 feet thence North 0 degrees DO minutes 00 seconds East, parallel with the west line of acid Southwest Quarter of the Northeast Quarter, 862.63 feet to the Intersection with the north line of said East Half of the Southeast Quarter of the Northwest Quarter, thence South 88 degrees 55 minutes 54 seconds West along the north line of acid East Holt of the Southeast Quarter of the Northwest Quarter 397.73 feet to the northwest comer of said East Half of the Southeast Quarter of the Northwest Quarter, thence South 0 degrees 00 minutes 47 second. West along the west One of said East Half of the 1 5 t \ �j-• Southeast Quarter of the Northwest Quarter 1309.17 feet to the Southwest comer of said East Half of the Southeast Quarter of t tt�hr t the Narthwest Quarter. thence North 88 degrees 53 minutes 30 seconds East along the south One of sato East Haff of the Southeast Quarter of the Northwest Quarter 660.77 feet to the southeast comer of said East Half of the Southeast Quarter of ! 4� /'• the Northwest Quarter, thence North 88 degrees 53 minutes 30 seconds East along the south One of said Southwest Quarter of the North ... t Quarter 1319.15 feet to the southeast comer of said Southwest Quarter of the Northeast Quarter, thence north 0 dogma OD minutes 20 seconds Wast along said -at line of said Southwest Quarter of the Northeast Quarter 529.34 fast to the point of beginning. Parcel 3: \.•'/ '? t 1', The Northwest Quarter of the SwAlmoat Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota. `4Jk�r t • Parcel 4.- The ;The North Hat of the Southwest Quarter of the Southeast Quarter of Section 24. Township 121 North, Range 24 West, Wright \ County, Minnesota. ``\� Parcel 5: ` t1 TJ The East 716.37 fest of the East Half of the Southwest Quarter of Section 24, Township 121 North, Rang. 24 West, Wright 11Iit I •\'\" Y`th'. �� Cour Minnesota, EXCEPTING THEREFROM the east 75.00 feet of the North 140.80 feet of the South 290.80 fest of sold East \rpt\iii; County. Half of the Southwest Quarter and EXCEPTING THEREFROM the East 220.00 feet of the South 150.00 feet of said East Holf of the ..It est Quarter. i \, 4%fif,"ill, 1 Parcel e: 111!{ The East 75.00 fest of the North 740.60 feet of the South 29090 feet AND The East 220.00 feet of the South 150.00 feet of tjg the Southeast Quarter of the Southwest Quarter of Section 24, Township 121, Range 24, Wright County, Minnesota. Parcel 7: 1, That port o/ the Southwest Quarter of the Northeast Quarter, together with that port of the East Half of the Southeast Quarter I'l{i Itjt}1`,, of the Northwest Quarter of Section 24, Township 121 North, Range 24 West, Wright County, Minnesota, described as follows: k\•'+1,- Beginning of the northeast comer of mid Southwest Quarter of the Northeast Quarter, thence on an assumed bearing of South 0 tlegrees 00 minutes 20 —ends East along the East line of sold Southwest Quarter of the Northeast Quarter 786.47 feet ti `��•\x>.\' thence South 88 degrees 17 minutes 43 seconds West 611.5D feet thence South 2 degrees 49 minutes 28 seconds Eaat ti!e ' .• 116,14 fest thence South 82 degrees 06 minutes 02 seconds West 256.19 feet thence South 88 degrees 21 minutes 45 t1, , a ... me West 601.77 fest thence North 58 degrees 52 minute. 21 seconds West 141.04 feet; then.. North 0 degrees 00 minutes 00 saconda East, parallel with the West line of said Southwest Quarter of the Northeast Quarter, 862.63 feet to the intersection with the North One of said East Haff of the Southeast Quarter of the Northwest Quarter, thence North 88 degrees \+\+ S?; 55 minutes 54 second. East along the North line of mid East Haff of the Southeast Quarter of the Northwest Quarter a r Y '\:: distance of 262.73 feet to the northeast comer of said East Half of the Southeast Quarter of the Northwest Quarter, thence 1 \� y `�. North BB degrees 35 minden 00 seconds East along the North One of said Southwest Quarter of the Northeast Quarter a li = distance of 1319.17 feat to the point of beginning. Parcel 8: rlS That part of the South Half of the Southwest Quarter of Southeast Quarter of Section 24, Township 121, Range 24, Wright tCounty. Minnemto, lying West and North of the following described line: Beginning at a point on the South One of said South Half of the Southwest Quarter of Southeast Quarter distant 600.0 feet East of the Southwest corner of mid South Half 0 the Southwest Quarter of Southeast Quarter, thence North parallel with the West One of said South Haff of the Southwest Quarter of Southeast Quarter a distance of 267.00 feet thence East parallel with the 11 `, South One of said South Half of the Southwest Quarter of Southeast Quarter a distance of 94.50 feet, thane North parallel with the said Went line a distance of 391.35 feet to a point on the North line of the said South Half of the Southwest Quarter of Southeast Quarter distant 694.50 feet East of the Northwest comer thereof and there terminating. TWENCK ftls 7p,1•Lfi1Kl parbla, Exopft11i111 oLttI` mm 1802 Wooddale Drive Ph: 651-395-5212 Woodbury, MN 55125 NAME DALE WILLENBRING CERTIFICATE OF SURVEY ;WN B CHK'D APP•D I DWG DATE 1l6 2020 MLH XXX CNA SCALE 1" 7 200' ROJECT NO. SHEET NO. 7150-0007 2 OF 24 EI WETLAND DATA WETLANDAREA PROVIDED PROPOSED NUMBER AC BUFFERWI DTHIMPACT(AQ 5 0.45 20 SA 0.04 20 6 0.12 20 7 0.08 0.09 8 L16 10-35 9 L67 20 TOTAL I 352 ❑ I i • REQUIRED BUFFER -20'AVERAGE, 10❑ +° I a ❑IP e ITOTAL WETLAN D IMPACT -0.08 AC❑ I-1 j I I II I (----I---r---T--T--T--T 11 \\\ \\ \, \\„ /� \ „ \/�� //� \\\ I I I I I I I ° ❑ > I ❑I❑�❑I❑�❑I❑I❑I❑ 1 ❑ � O I I I I I I I I I I \ '�❑ \\ \ / \� // I� I l p I In l u l l I°' I I p I I �°I I �° I I '� �� '° \❑ �< e �,� I IL ❑II AL_❑II❑III ❑IIL� III❑II❑II❑�O>� � _JLJLJL ❑L-JL_JL�L-,� .❑l \❑ _ �/i❑.n' 83RD 101101 I II —ILJ�❑--�lL III I�I 101101 II _ II II I° I _ LJLJL_J I I ❑1 I❑ 1 e 11 I ❑ I❑I I❑ I❑I' J II III ❑I I II I❑g I ❑ LJLJL=1L�LJI—JL SHEET N0. 3 OF 24 SHEETS DATE: 05/18/2021 USIONS REN90NS I-1 \ '—BF" eu`FIR .\ I n W ,. 4 sum 14 '011 I 1 �❑•�• u // I X10 I I . I • wj 1 _ I Woos s — — I _ ' r ------ i ❑I I 4 . IF — ❑I 4 I �F \ \ I ❑� 117L-71 II \I \ \\ \\ \ ` r,e I I------� �❑Kms•°--�<=-*`-'-T'`, I I ; I I I'..I I m l + ❑ I Lm`7—twnD I ' s e I I I❑ i E I------ it �------- i❑i❑Ii❑i❑i i�� I II I I I I _----_�_ �13"'' —�� 177� IOIO 4 2 isms" im m xwwe � -❑ I I ,I I I I o I I i GRAPHIC SCALE IN FEET m N •Civil Engineering •Land Planning CAMPION 1800 Planer Crook Center, P.O. Box 249 ENGINEERING Maple Plain. MN 55359 SERVICES, INC. Phan. 783-479-5172 Pax 783omplon242 E—Mall: mwmplonOeampfonanq.com I hereby certify that this plan, specification or report here been prepared by that a under my direct supervision and that under the of thProfessional innelsota HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN PRELIMINARY IMPACTS &BUFFER PLAN -WEST PROJECT N0: 20-042 o N0. DATE SHEET N0. 3 OF 24 SHEETS DATE: 05/18/2021 USIONS REN90NS Martin P. Campion —Lia 19901 Date: W EfdAN D DATA WETLANDAREA PROVIDED PROPOSED NUMBER (ACI BUFFERWIDTH IMPACT(AQ 5 0.45 20 SA 0.04 20 6 0.12 2D 7 0.08 008 8 L16 10-35 9 1.67 20 TOTAL 1 3.52 \ O 1 5 I ----------------- ---- " ---------- ----------- --� — — —--I I 1 I 128 * REQUI RED BUFFER -20'AVERAGE, 10 — r--, ❑❑ I I I I I I I \ yam' IIEI J41GG 1u TOTAL WETIANDIMPACT- 0.08 AC Iill '31 i J"1 1 � �� I I_ —— 1 1 I I I I z I I 84TH STREET NE I ---I — — — —1 I ---I ---I 1 /-- r--r—T-- —7— I I __ ' I I; I. I I❑��I � � I I I I I I I i i \ \ \ %� / \\ ° -- I I---�--1--�---�--I---� �_-'--1- �-�` i 230 i I I-❑ Y - I�I�1II} I- -A L___ II -----a------ -5d3II I I I _ J_ I \ f I I I I � -- -,I � � L.J _ � _ F- \ f =moo 1cj��Z i I I I IDE'__I 1- i� - u1_ -1---J a I ❑—TNSrRFFrNF\\�,�' _---------r---i---T---I`\ yam, I 27 I < \ \ ------, -------- %; r ------- I V n I I I I I I I I I ❑ .�' �"� \ \ \ � \\ L --- L__L__l--- �' ❑ ❑ i i I❑�❑�❑�❑�❑�❑� '�❑�❑111 \\�� \ � \ ,�> /o>� ,, �� L` �.e..• .V '�' ^ 1 \\ \�\❑II❑II❑II❑I LEI j I L—I 0 eas F I ❑❑❑ ,— — \ r----- ! ----- F_ '\\ \\ \ / ^'� � - i _ _ t<4`� --- r -IL------ -1 -❑- I I I �° I h11 41 -11 �, I I � I „I I ,a I I „ \\ �\/�❑ , �, , .�,� 'a , ^ � s , � r r l — �_ _ _ O O ❑_ I L-11 I❑I I❑I I❑ I❑I I I I I I I ,�, \�,� ,, ,,� �J� /, ,\" r /❑/ I I I I x L J L_JL-JLJLJL_JL_JL�L�L— \ �//o a,^�\ / /\ \� / �ol❑I I I _ / / ❑I❑I❑ 3 W I I ❑ I83RD ITRI ET NE F-1 I ❑I I❑ , ••�"'�'�\❑C �,", , {fry\��\�,\/ ....... ..-....... ... : ❑❑►:'��,'�J � 1I -❑-- LI --1I --JI --- 0 SID SCALE 1 IN FBF❑ I I ❑ I❑❑❑ l ...�.�....i+.. �,.��r I � N 0 EX. 1H �-L\�J /`\� 7 •�� n �••• ra+eu c1 N • Civil Engineering s Land Planning I hereby certify that this plan, specification PROJECT NO: S CAMPION or report has been prepared by me or HUNTER HILLS PHASE 3 PRELIMINARY IMPACTS & BUFFER 1800 Plonser Creak Center. P.O. Box 249 under my direct aupervlsion and that `ZQ-042 ENGINEERING I am a duly licensed Professional Engineer PLAN -EAST P-.00.hone: Plain. MIN5ands the ra,� of the State of Minnesota. TAMARACK LAND—HUNTER HILLS, LLC N0. DATE DESCRIPTION �1 SERVICES INC. DATE: Fox 763-479-4242 FUSIONS �1 E—Mail: mcampionOcanploneng.cam Marfln P. Campion —Uc. # 19901 Date: OTSEGo, MN SHEET NO. 4 OF 24 SHEETS 05/18/2021 SETBACKS FRONT HOUSE 25' s GARAGE 30' SIDE INTERIOR 7' STREET 25' it REAR 20' WETLAND 40' mm �1 I 7 I I j�3� I I �.J I I I I I Y I , I �IIL I I I N II I'� �1� : �� /. ��.\ i! ILLI_ I,. 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J4' •. // 6460 k"' 7 ri "V 1 g / � St dJ „� I"� �7d' �{� -1 N89. 32' i 2 \Y� iyn 2 4 \ / //'/ -__ 161.550. 3RDADDrnON 4THADDITION iB 19PPP9P 7�_ DGiB g / ;^ ,� 1 X 1,%7 ,�--r-- BLOCK TOTAL 55' 65' 55' 65' + 130 h. �! , 1 I r T T- 9 7 e 8 1 1 / JjY ) �I �ZN5�+57G�y.� LOTS WIDE WIDE WIDE WIDE L.L--�3WOo¢,A 14. / 8 'TN 3 / 8874 \`�J / l djl 1'I'�I� III II 1 11 11 3F5 3fi L�1J L71 J J I J T6J J Leel) le'r ler `\ O 6 1+00 2+OD - LF00 8400 800 1400 p�3'F y 12 2 g 7 7 0 @� , �O. \ \ % \ %ICL III: :I,I .III :I 2 6 6 TG.SFJ 589650.22 '-1 —f— L,7-r�4C�. � ' 1 J / �T� 13 � ' _ V �• Bw4 � �` J�JI'��I �I i I�—+III J 3 17 8 9 I g •/ I\ ' % L---.f.L --'L Jl--JIL 5 63 6 IQy I I 3 J9� ` T I I , g JJ' `,- 6 SO 5 5 g 4 ?7 7 10 2 8 $� _ 12 13 ,4 1s 1e n \ g g�k R _!/ \ k') 1V�4 a 1 1 IL1 IL IL / jll\ s gal$ 1':4 e o7i�l LTJ '-47 -18 41- 4Fdi I g- Q� \ I 8 / !9 }21,08 J \ \ wxwrAa.timae \ 11 29 29 Nib \ Yj �? _,u, / 1i j lY IANC AvE \\ 12 6 6 2 $ n t 10Is Ii ! I.l n,42 Q v Z �j Ct'7 I / f e lin 11tT _j NET 568°33'42"W 618.33 1 ..:. . 0�HL 1400 a4ao N 12'. 59.97'E.�t _ _. A=10.1716 eTt /�—+ .81 t 2�E I' IVC ~�~ L=d4.3�g2� 4 . fu L %'`�I��------- 645.81' ,�250.000�-1{71 I sra r_ pp ---- i 11VI 0 � III 1 j I bfa 1❑ I ❑ wMiw a°°"e moaa. ; n x..cae.1 ------ \ .15 N88' 38 58.E , uRc Ave _ 106.70'�z I t N11'38'22"E I I Engineering •Land Planning • CnCreek Center, CAMPION 1800 Planer CreCenter, P.O. Boz 249 ENGINEERING Maple Plain. MN 55359 SERVICES, INC. Phone: 763-479-5172 Will HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC Pare 763-479-4242 E -Mall: mcampionOkwmploneng.com OTS EGO, MN Martin P. Cam fon -Llc. 19901 Data: I pp ---- i 11VI 0 � III 1 j I bfa 1❑ I ❑ wMiw a°°"e moaa. ; n x..cae.1 ------ \ .15 N88' 38 58.E , uRc Ave _ 106.70'�z I t N11'38'22"E I I Engineering •Land Planning • CnCreek Center, CAMPION 1800 Planer CreCenter, P.O. Boz 249 ENGINEERING Maple Plain. MN 55359 SERVICES, INC. Phone: 763-479-5172 1 hereby seri been prepared by mteat the plan, melnCOtlOn or report has e or under my direct supervision and that 1 am a duly licensed Professional Engineer under the laws of the State of Minnesota. HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC Pare 763-479-4242 E -Mall: mcampionOkwmploneng.com OTS EGO, MN Martin P. Cam fon -Llc. 19901 Data: 6 70 1 55' LOTS I I N I I Q 1Q0 2q0 GRAPHIC SCALE IN FEET PRELIMINARY PLAT PROJECT NO: 20-042 °A SHEET NO. 5 OF 24 SHEETS 05/18/2021 It 1 a _________________l I� I I I I I I \ 83R0 LANE •° ' s1ktI1+16.71 \ ` \ / \ 7 / \ \\\ �-' � g �` \�\ < \ \ > \ 3 4 I I I I 1 STAT n i It Illi l J i y-' /' as \>\ \ /\� \ 83RD SIR x%27 fl \__L______1_______L______1________L______ _ __L______--!:----- _ '®' \ ' \ a \\ \ \ / \ \ \ 0 O C` F 0 =________ ____=+ _Y -------- ____^- =' 1_ I �� x \\\ 3 WHIP —i—r--- I`�P+B�%=T="I`=ff"4BET=T==1=_Di+��T=—=1=_r—�5+�Bq=_I-===l�rs.>_,- Ivtg y, -s'' \\` \�\ \ \^\ \�\ n \\\ +� �/ \\ \ J END PAVEMENT, wax c / Z o Pe ENT &G \ \ ----------♦ 0 ` / '-----------:-------T-------i-------------It--------T- -�, STA 7+40 \ \ \ \ \ \ / \ CORR gSURMOUNT CONC. i I 4 p I I I I I I 1 -�---- � `\ \ \ \ \ \ \ 5' CONC. � / I II yl sera,+ss.o,STAI I I I I I 1 1 \ \ \ \ \\ I II III 83R0 WJE I I 1 1 \ \ \ 1 a �• / \ 5' CONC. WAfli / \ \ R1 II II I LAMON 84.45 I Ib JI I LAMONT AVE I P 29 / \ \Mill ------------------ d III I �\ \ s \ i m 5' CONC. WALK / / SURMOUNTa3LE / \ � 4 / END PAVEMENT, WALK, C3G 1 I 1 �`-" RAID // v STA 5+20 I \ \ \ \ \ RAMP'PIED -----------------� ---� ---, F___� I --� I --� --� r�--� i i I 1\\ \\\ 12 �\, h SN�CI0+23.26 i STREET NE //\\> \\ / 3 Il z 1 1 3 1 1 4 1 1 5 1 1 s I I I e s 10 \ s .:\ . 11 I I �� \\�/ / � � D�/ IC��! / <\ \ / //, �. $� / +10 � � � I II II II II II II II 6 1 I 1 1 5' *WALK (Irrr IIIPEI �tAA1P (TYP.) �� ABLE CONC.\\ /// '\\`CONC. WALKSTALAMO+N54.36 ---� L.--— --J --� L_ --J L --_J L --J L WMONT AVE 6 \ O v .. ... ... .- - 2 L-- — J ----� r---� �---� r ---cunei urrLTr� r--� I---� �RMOUNTABLE CONC. �i}A F — — � F FIT RATA j °(j� \ \\\ 3 CURD h GUTTER J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I 1 �— ea \ �/ MOUNTABLE C \ \ // \\ ' /` 1 a I m 1 1 1 1 1 1 1 1 1 1 I I 1 5' CONC. WALK �� / 1/ CURD Ac / \ / ,�/` / EIEGIN N {`AEM, WAX / h VL------� 1 9 I 1 '° 1 1 " I I 12 1 1 13 I I 'a I I 's I 1 's 1 EMovETFMP. cu 'i \ �\ \� / /// / %� �•. '�� Jr � F. \�/ e / REMOVE CUL DIE b 3? %€ €1 E n . i I 1 I NEW AVEM�I / / NDIE EW N v 1 1 1 1 I :: ' .._ .. 1 1 1 1 1 1 1 I WALK \/ / ------J ---J L__JL —J L --J L --J L --J L — — — J e STA 6+2,.08 ...................................... ... ... L — — — — — — n \ \ / / / WJGLEY AVE J L I J r WETLAND / 1 ................... ................. ............. ................. ................. ............. j , — -- — -- >>_»_ \ 2 YR 957.5 v / , , I .... '1. 1:'::::.......7..C_.........7..C.717:71.C...........'1..C......:-1. ..............-1.. I » �> 10 YR 957.8 � rPED RAMP I v 1 r xa c I _ r ;;;:�: is �::�::�:;�::�:::i�::�::� �.:�}::;i;�::;;;;;� :�;:;� ;� ;;i�::�::i:� �::f:�::�:;�::�::�::�:; :� : �::�::': ?: ?:: � �:(:: 4:: i:1:2;i;�:: i l: ?i:�i:�i?: ia:: �ii C I � 2 �::::1:::::::::::::::�........1..............k..k..............k..1..............1..1..............1. {.............. t. i............. �..I.............. �... v I 1 - � \ HWL-958.4 e -_ z I: 1- — J ":.I.. �7 –{ ----- 1.............1..1..............I.1.............1.l.............1.l................................ ..... ............... S {:::::a:::::::I:::::::;:;::;.::I:::::::::s:::;}: f:`:;: 5;:`i: i:.............}..I..............i..I..............t..k..............t.. –__ 1 _ y r r- -------- I r 1 I - `I I _ 1' v1 1 p 0 ......................f..............1. f1.............. f. i..............i. ..............i. I.............. I. 1.................................. I 1. I I I h POND 2 NWL=956.0 92ND.:STREET:N Sr::::c:::::.'..�.c:::::::.c::'.;:.�::::: Jr'.L'::r.'r:.:.::Ji':C'_." :'r:Ji:{_'friJ'.'L.'r-r Jrr 1 ti____ I 2 YR 957.5 v ...._.............................._.............................I v_ 10 WL=9`.6 fA ¢�}�yJ 1 1 L *A >—> D+oo 1'zex _ t.aax °-ass. "r�X al / STA:6+1604 _-- ............ .... ....................... ........ ..... .. .: .................:::::::. .. MOUNTABLE:. QNGc_:.:::._. .... g I LANDER AVE NE I » i� ...: .. —. -.. _.-.. . — .... .... .... ..__-______ s ::':::: .i-......�.. ice dC:.GUTT�... .: ...:.... �{. r:......... ::..............:....... . -{ 961.3 a A% _----_-r-_ r ENQ :. 5(A......%$:: ::::::........: :.:::::::::::.: ::::::::::::::::::::. ........ .........W.....:.... \ 1 8+37 11 }'}..........:}::1;;; ; ;; i i:;; ;;;;;;;k: ;.............. _ _.............._......_.. _ _ . a ....................................................................................................................... ... r ...................................:.- }: 6 — f l........x i ..... 1 i..........1..k.. 1. _ :.�:::::::::.�._:: ':::::':..:::':::.�:._::::::.�..�::.�::::. POND .,Y................f..............i................................... ............ --I......................... ......... ..................................::::::.�.�:::: ^' 1 ` \ \\ `\ I NWL= ....... :.:::::::::::.::::.:::::::::. ::::.:. -:.:::.::1.: ::-::::::::d :k:.:-.:-.-::::1 1 r ------------ - .i' :::::......-.1:.f ............. a::k-.:-.:-:::::: {: �.....::-::: k. �.-:.c.:-.:-::: rk .i:::. -:.c:. -.c:::.: �.-.-:::.-.-:::: :-:.-.:::-::::.- z I . I r \ \ \ I I 2 YR ................L.::.::-::. S. ...... _ 4 10 YF ,OD- �I z ---------------- 9 i J- --- sraa+zz.ls � IANGLEY AVE ` L---- I ______ 1 I I I 8 wEi�R_'�r `\ POND 3 1 i I `------ --�-----�------- ✓_ -'-`'l' t I I NWL=953.8 `\ 2 YR. 955.0 F \ 10 YR 955.7 I _ 11� YJ E / v 100 -YR HWL=957.2 I a STA:3+35.381 & (ANDER AVE NE0�00�_ \ \` \I I I I ' 1 _________________A_______-_ _____._t___ - \\ �______ -j 1 1\ \ 11 N • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT N0: CAMPION or report has been prepared by me or HUNTER HILLS PHASE 3 PRELIMINARY STREET PLAN — WEST 1800 Pioneer Creeh Center° under my direct supervision and that 20-042 9 ENGINEERING M�,; PIaInox 4MN 55359 I dead°ly licensed h State Engineer TAMARACK LAND—HUNTER HILLS LLC m SERVICES, INC. under the Iowa of the state of Minnesota. /�V Phone: 783-479-5172 r NO. DATE DESCPoPn0N Fax: 763-479-4242 DATE: REVISIONS E -Mall: mcamplonatomploneng.com Martin P. Campion -Uc. # 19901 Date: OTS EG O, MN SHEET N 0 . 6 OF 24 SHEETS 05/18/2021 yy OUTLOT E < i of 7 I I I I I PED r —i 74 GRAPHIC � IN FEET I I n 3-�-�ir-©- 11 / / `\\ 2 l i Ir---------- \\ / _ --- ----_- I / \`\ \\� / SIA25+93.85— — — — END PAVE ENT, WALK, C&G I \ \ ♦ / / / -� 183RD STREET NE SEA 27+66 '"'-'_ I------------------- SURMOUNEAHLE\ I STA2+68.75 \ \ 16 I 1 I r- — — — — — — - r CURB $ G /� / \\ \ 15 �� I LANDAU AVE NE NORTHIF ---- -� \\\ 14 \ ` \ L------! Sir CONC. WALK / 3 \\\ \ g�I`\ 1 \ 96 /\� \ /'5'CONGWALK I , 12 17 1\ F \♦ // H/ i� /C\\ ♦\ \\ `� / 1 // / \ \ \ \ y / \/ \ \ I ,' WAUc, C&G \\♦♦ `♦ K H� 'C STA 1t2 \ / / /^ \ \ \ \\\// �/ \\ 18 \ \ STA:5+46.3 L ------J \yam lq� i `♦ ♦♦ ♦♦ /�\ / /♦ ,0 CANNON AVE `\\\ W - / `\ 19 // p 5 STA:14+17.23 ♦ ♦`\ \ y \\ \\\ \\\\// ` ♦♦♦ / / I ,f n .♦\ 83RD LANE `\ ! \ / \ ♦ ♦ \ /� l \\ 9 \\ / / /\ \_1=10 ��.,,� `♦ 1\ 20 \ /. \\\ ------� PED PED RAMP \\ //� 7+97.01 \`♦♦ ♦♦♦ / /\ \\ 9 \ \ \ / / 83R �I\EEf NE (/ \ \ 21 5 \ wALK `\\ \\ V \ > `\♦\ \ \ \ V \\ 22 \ PAVEMENT, \\SURMOU 6-\ END WALK \♦♦♦ `♦` / CUB , .H A TION JNC \ \ I II _________________ `♦ 7 5 \ \\ \ / C \ \\ •' N RNOUNT \ \ �CONC. `♦ /� \ \ FDNC. WALK �(/ \\\ \ \/ \\\ \\\ / .• CURB & \\\ \\ �`\\ / g 1a` /♦ ` \\ \\ \ \// '. / \\ �`/ ii III 1 o / it it ` ---- —4 \ \ �` \ \ \ > \ \ 12 .I III r----------------- 4\ \ \ STA:1� 2 83RD STR NE \ \ \ / / \ \ / \ / II II \\\\ \ I 11 II I Pm RAMP / \ \ \\ / / j __________________l I \ / III �________ \\ \/ II } 2 `\\// \\\ \\�\\ / U, /// \\\\ J // I I II III 1 \ !- m \ coNc- WALK � / / \ \ \ � . .� ` � s � END/ ��, +40 - p Ip r---- / 29 -----------I 4' IIII I -- CLQ/ lON / ^'\ / j \ \ % i i `------------__ ---------------- /// / / / \ / \ \ \`� I I / / / \ \7 / / /A• / / / / I I STA:5+79.47 82ND STREET N EAST I SdE SHEET 6 j N • Civil Engineering a Land Planning CAMPION ,BOD Pioneer Creek Center, ENGINEERING P.O.aox 24 MN 55359 SERVICES, INC. Ph- 783-479-4242 E -Mail: mcamplonGicamplonenq.com hereby certify that this plan, specification me or un report has been prepared and under my direct supervision and that 1 am a dui licensed Professional Engineer under the r°tee of the State of M""seat°• HUNTER HILLS L LS P A TAMARACK LAND—HUNTER HILLS, LLC OTSEGO, MN PRELIMINARY STREET PLAN -EAST PROJECT NO: 20-042 NO. DATE DEsanPnoN SHEET NO. 7 OF 24 SHEETS DATE 05/18/2021 REVISIONS Martin P. Cam len -Uc. # 19901 Date: --- i ------ L II ----------------------- I ---- ------------ 2,q ---------- --------- 1 1 �9 -------------------- I ------------------ t ------------------ ------------------ --- ------------rJ ti ------------------ r 7 ------------------- L42 5 4 L__J L - -- J --------------------------- 4 f 3 \` \\ j ` i I .� _ --------------------- ------` ------------------------------ -------------- 2 -------------------- — - — ------ T ------------------- -------------- ------------------- — ------------ L - — ---------- ------------ ------------------ - L------ J r F ----------- ------ -------- 13 8 7 4 27 L'A\ lo -_ --------------- -------------- 5 I 11 ----- J L------ 20 ------------------II -- - ------------------ 7 ------------------- I-------------------- 22 N "ITION ---------------- ------------------7 ------ - --------------- T ------- ---------------- : I I �16 4 ------------------ T i N 5 -- --------------- T o 4 -------------1 L --------------- L ------------------- I ---------------- z -------T -------- --- ------- -------- 3 f --- — — — — — — — — — 63RD LANr= ---------------- ----------------- -- — -- ------- --------------- — -- ------ — ------------ ---------------- ----------------- 1691 of a 29 --------------- IL L 4 ----------------- --------------- r 12 IN 3 1 14 1 1 < a lo 2 4 1 6 7 ------ ------ ------ ------- I L L__J L__ _J L___J 1___1 L---J L___J L _JJ L__- T_ t;_-2 5 1 T lo r%--"'-`-------------'------'------- L------- F- - - - - - r 4 4 `�`/ \ \♦\ \\.// 1 1 14 1 1 19 10 1 1 11 1 1 12 1 1 13 1 1 1 1 15 6 I 1 17 1 \ j / %--/ "` I IR ILS 3 HUNi Hill % TH' 'RD A9 D LT�21 L 6 L L - - - J �j '1' __j L MOM --- 2 --------- --------------- 2 7 --- 2 ---------- Aff — --- ----------- ----------- ---- -- M S88 '33'42"VV 618.33 -----------it-- .................. TI rmr r Ii -------- 5 - - - ------------------ ............... .. ......... --------- ------- ----------- t.......... zff�ffm 4 — -- - ----- T --------- Ne ............. '4 ✓ ------ -------- 3 . ..... .... aM ..-,-:': . --- .. .. . .. 7 --------- ------- . ........... 2 4 ------------ - --------- 6 z L ---------------- -- ---- ----- N88*38'22'E t---------------- ----------- - 4 --------------- --------- -- ---- ---- -- N• Civil Engineering 0 Land Planning CAMPION law Pioneer 'Creek Center. ENGINEERING P.O. Box 249 Plain. MN 55359 A PMZII. 763-479-5172 SERVICES, INC. Fax 763-479-4242 E-Mall: moomplon0m ploneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supeNslon and that dl kened Professional Engineer 1. n'der Ith a " of the State of Minnesota. HUNTER HILLS PHASE 3 -HUNTER HILLS, LLC TAMARACK LAND-HUNTER OTSEGO, MN PRELIMINARY UTILITY PLAN OVERALL PROJECT NO: 20-042 SHEET NO. 8 OF 24 SHEETS LATE: 05/18/2021 NO. DATE DMWP110N FEMSIONS Martin P. 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Box 246 under my direct mpervlslon and that 20-042 ENGINEERING Maple Plain, MN 55359 underthea'lalicensed of the Staee,o �inno Engineer.. TAMARACK LAND -HUNTER HILLS, LLC SERVICES, INC. Phan« 763-479-5172 DATE: No. DALE O REVISIONS Pax 783amplon 242 OTS EG O, M N SHEET N 0 . 9 0 F 24 SHEETS 05/18/2021 F�N90NS E-MaA: mwmpionacat,pioneng.com Martin P. Cam ton -Llc. 19901 Date: --- i OUTLOT E I \� \\ 5 \ MH \ NVWE a \ \ E I:955.1 Ix °• 34J 8' WC 4 0� \W INV:955.OJB — `� — W/ D 80 120 HYDw •. . - 3 / `/ "24• 8' GV a GRAPWC SCALE N FEET I / \\\ I 1 / - \ \ i / X.6' REOUWL 2 , -------------' ---------------- I I I -- \ \\�/ -1 51A:25+93.85 ---W INV: __-_ — STREET NE .73 MH i 1 1K� 183RD 4.43 \ 5W SW 1 I l 4.33 I i-------------------- Ilk \ / /\< \\ \ -I of \/ I I — — — — — --- A , 1 -----� sr2+s6.7s HYD W \ H 47 \ °'d \\\\ 15 \\\ I 1 676 II /�� //\� +_ IkV695582 "'/-"' /� 14 L I I I 3 Erni16 \ I 953.06 4of a' PVC O 0.4014 MH 30 \13b3 \ / 17RIM:955.50 — F---4 �I SE W'951.1813W'951.1813 ' •3` i / ` NSfALL 8' m 951. 6z Of a• 0 0.405 /\ \ !! \ \ \ � / ^ / \ \ 18 \ SIAL — — —— — . +46.53 � — J \ \.4OX of8' PVC\ \\\ LANNON LU LU 10 RIMS E INV95 CTURE - 210 � N \ +17.23 / \ \/ \/ \ 19 \ $Yf INV9 D IN:965.52 5 83RD LANE `� / \ 3 / \ \ \ \ - RM, W9.955.04 `, 118' of 9' PVC O D \ 9 \ /\ \ \ / y ,� \ /, 1•y� INV 954. 9410 I \ HYD W1 / \\\ \\\ \ 20 \ // 5`x-e•TEE-----1 \$TREEI `\\ \\\ fi 3RN NE 9 \ RIN:965.09 \ U / 21 INV:951.7 \ \ \ \ / < I \\\\ \\\ \\\ //INV:951.600.\\ \\�/ ,/ P T \ 22 > Q 335' �` PNC O 0.405 /\ \ ----------------- 7 5 ----------------- MH \\ 4 FaM W/ SWIINV. .25 /> 12 l------------------ ________________ \ gy INV. 1 3 \\ \\\\ \\\ �\ \/ a SU:13 yx2e• / / 8•x\ 31 of a , 0 D.49%,------------- .49%, \\ 83RD ST R WE \ p�+\) .• 4�' \PVC O 0.405 H 74 /n 4---------------- \ / I / i------------------ I 3 \ \ 5•.fH / \ \ 2 \ \ / /\ \ Poky .59 / , \\ \, I SE INV:9 if-\ \ / \ \ SW INV:952.1 \ - L ---------------- U) I MH 51 'v '•. s yNV:952.27Qv, // \ I T- ::r---------------- 29 / 5 4r W 0.40X /W/ / � ' PVC O rt\ 1'ofa' , / NW I . 51.71 \ \ / SE :951.61 3 /�_ — 5+b0 I� 1— I D8— / /4y ��,� of a' PVC 405 \ 2 TEE srA:5+7947 82ND ski:r NI EAST / / SEE ECT 9 \ Nw INV -951.03 \ / / /\ \S1V INV950.93 / l r \ / / INSTALL / HYD ^ � \ \/ • Civil Engineering eland Planning CAMPION 1800 Pieter Geek Center, ENGINEERING P.O. ere% z. Maple Plan, MN 55359 SERVICES, INC. Phone: 753-479-5172 SERVICES, Emc 763omplon 242 E-MaS: mwmplonOcorrLpbnang.eam I hereby certify that this plan, emec or or report here been er�ared and that or under my direct supervision and that 1 am a duly licensed Professional En (neer under the laws of the state of Mlnnesota. HUNTER HILLS PHASE 3 TAMARACK LAND—HUNTER HILLS, LLC OTSEGO, MN PRELIMINARY SANITARY SEWER & WATERMAIN PLAN - EAST PROJECT N0: 20-042 N0. DARE SHEET N0. 10 OF 24 SHEETS SATE: 05/18/2021 REVISIONS Martin P. Cam Ian -Llc. 19901 Date: STM56 161.15- I SIM58 N:9fi0. Po95_ N INV:957.25 S INV:957.25 STM60 RIM:960.85 c N INV:956.50 5 S INV:956.50 - ` s`r1A\ lo\+lv a�.7st 'HE/E\ T 1\8 2\ \ 4 < 5/6 80 \ \\. RIM: 3 : - - - - - - - RIM:962.81 63RD WNE / EX00' of 15• HDPE O 0.52% INV18HDPE O 05 5TM30 5 957.54 l RCP O 0. 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E - STA:3+35.381 L '° 'u `\ 1 LANDER -'-` I 7----T 0 I I 60 140 1"---------------- I '- 1 11 11 \1 111 i II , � I I I 1 N • Civil Engineering a Land Planning I hereby certify that this plan, specl9catian PROJECT NO: s CAMPION t600 Pioneer Croak linter, or report has been prepared by me or HUNTER HILLS PHASE 3 PRELIMINARY STORM SEWER PLAN P.O. Baa pioneer under my direct supervision and that 20-042 ENGINEERING Maple Plain, MN 55359 1 am a d lrlicensed ro esional Engineer TAMARACK LAND -HUNTER HILLS, LLC - WEST SERVICES, INC. Phan. 763-479-5172 DATE: LA0. DATE DESCRIPTION Pas 763-479-4242 OTSEGO, MN SHEET N0. 11 OF 24 SHEETS 05/18/2021 REVISIONS E -Mall: mcamplonOcanplonenq.cam Martin P. Cam ion -Lic. 19901 Date: ZZ, to OUTLOT E II I 4\\ `\ _'�f t1.-a93A HYD W/ 0 so HYD W J _ 6" GV Qt C SCALE N FEET 74 24 I 6 6" REDUCER, 2 2.5' BEN � /�m EA 6"-45' BENDS '�11 a II i! 12 \\ice �i - RIM::: 66.63 - 1 - I i '----- / \\ RIM:9 RCP O r�" 5ft - - 11 S INV:9 /,C "` -Sw-� oSYR�CP O 1.46% �MM:965.91 g�g gip M: 6! 1 1 RCP 11 INV 2.D0 I 6 .535 d' INV:962.00 \ / �C \ 1 L------- ! _ STA.2+68.75 - J\t-1111" LANDAU AVE NE NORTH ____.-_. HYD W/j9�of 15' R O 0.649\19\e cv�lM•964.53 \ I INV:960.65 shAAt INV:96065 \ \ \ \ l Nt1NY:96]_20_STRUCTURE - (315) O \\ RIM:963.32 SE INV:960.10 of 15' RCP O 0.79% J \ STM26 I d� 1 J of 15' RCP O 0.561 b I •INV9519 \ 109' pf 15 O 0.379 / /\ SIwM:962.86 I- /\> / / \ C. INV:959.W X81 "Ob _ / NW INV:959.90 \ \'^''.\ \/ \ \ RIM:965.731- - - - - - /\N INV960.30 UCTURE - (299) 1 INSTALL e / /` tt \\ > \ \ E INV:960.30 :965.47 1 N. INV= 'E / RIM: 39\\.20 to \ \ SW INV:960.301 INV•96150 \ p \ \/ STA+46.++3L -/ /� Q / \ \ SW INV. 9,20 LANNON�VEyE _ to \\ / of 15' HDPE �9% \ \ i oaf W RCP O 4.37X� 7,A �15' RCP O C I r `STA 141ANE23 / / \\ \\ �� /\ `W \\ \\ V PoM961.59 \ 19 \ 00 s WIN= �` < \ � \' \ � \\ 9 \\ � {4E INy.958.80 y RuA:961.19 to ` a\ 51� INv95e.80 \ e" \.aEN 1 L. - - - - - - -J . ff 2 ,�; •�� SW IN"58.70 / \ \ \ / \ \ \/ m I HYD W/ 0965.05 \\ e \ \ \\ \\ \ ' 'I I110 ,:. 123' of 15' HDPE 0.,0.41% �/ \\� \ /� N)"58.90 \\\ \\\\/// \\ \ \ �' 5ti V e .90 RIM:961.32 / \ \ \� / \\ 47 \ I SW jw.958.2 \\\ \ L/`� / \\ 7 \\ / •961.46 \ \ RIM:9 .1 \/ / 2�%fi15' RCP O 0.89 ' NEI 958.20 \ / �/ < \ \ / / :958.20 \ \ NE INV:958. SEI 958.20 \ v/ / SW\ 958.282 \ E INW.9 ! '\NDPE O 0.44% ' \\\ e \\\\/ \ ,\� e \`.\ > �: \\ \\Sw 1w. STM57 \ \ / \ \ = 0 -\ v\ M:98SW 3.09 \ RIA.45w.04 /\ \ \ / p� \`\ \ / \\ of 1�\ CP @ 0.4 / / W INV:959.Ob \ I I-_-_-_.___ 164' of HDPE @ 0/s0% L \ \ \/ Jt` \ \ 'Z ° \ IW.958.45 / \ \ \ /` \ \ \ / N/ 311 ` 15' RCP O 3.23 \ NE INV:950,45 / � \ \ 7 \ \\ � / � � / \ \\ 6 \ \\ \ / � \ \\ >\/ � � SIW33 PoM:962.30 ----- ----------- ! \\ S\TM65\.20STM27\ 4 RIM:960\ \ .81 V:957.35 S :956.7/ iV 7.20 :957.5118HDPE O 0.IN% IN:957.35 O 0.45% :997.54 //<\ \\ \ / ! 3 \ \ 4 \ " x 8' TEE ) /� 91:962.70 \ 5Tn: Y.27` \ \ \ STM5,4 x I .30 E INV:957.80 RIM960.1 ` 2 \ ' \\ WM23R YJE � INV:957.43 \ \ / NE INV:956. \ PoM:982.08 > of 15 O 4.62% \ \ / 'F RIM:963.22 D / INV:957.432 \ / SW INV:956.80 INV:955.05 gY Of 18' RCP `1.37% f 3 INV:957.5 / \ \ i\ \ SE 85' .,AV \ S 116 of 24\\ P\O 0.41% / 137' > 94 ' of 30 � 0.41%- / STRUCTURE RIM:959.88 -\ \� i' \ \ \ m RIM961.22 NE INV:956.20 / ! SW [W.954 24 U �NE of 1 P'O 4.87% _11N_ 1104' of 18' RCP O O. \ - 6f 15' RCP O'l. Ir M'of24' RCP O 0.40% 1 29 TM53 / M // 5 \ \� HYD kFMM73 IM:961.32 a ?Luce;WIA I •"� RI .09 NV:957.30 \ 'R1 59.7 / //� NW I 6.60 > .. 5570 \ SfRUCIURE SE . 56.60 ° GV / /. / \ \ / RIM .:915S. 957:55 1 \\ 12 yf 24' RQP O O. \\ / RIN:960. SW °� �ti /` \ 164' of 36' RCP O 0.35%NW 095 $E INV�9 .7025 of 15 P O 079% ° /GV \ \ \ / S M:958.84�- :P O t // \ / / 2 STRU E - (305) \q ) \ _ NE INV:952,67 7 // �\ // // RIM:959.80 0 30+ SEE INSET A -- U � `SE INV:952.67 i NE INV955.50 / 060.1 � \ / ,, I i SE INV955.10 / //A, INV:954.95\ \ 2 / i e24' /!14' RCP 0 0.63% {`°INV:954.95 \ / INV:952.50 36' RCP TO RIGHT E INV:954.95 W/ TO-;HgUARD V ARTICULATED � msrALL s 9vidasfi.00 / ^\ SEE SHEET 11 ,\ \ ( corlcRETEBLOC � W TRASHOUARD 3 ARTICULATED CONCRETE BLOCK' I I I I I I CP O 0.38% -____ aR- R� tib \�\•\ POND 4 NWL=954.0 WETLAND \ 2 YR. 955.46. BOTTOM ±951.0 III, 10 YR 9 RUNOUT/HWL=3954.5 100 YR HWLWL=958.0 N � \ FES4 \ R ? INV:950.50 30' RCP Q �„ --�EOF=9 of 30' RCP O -1.77 BERM= OCS 1 36' of 30' RCP O 0.56%S as RIM:957.00 F 3 - S IW.'954. aa, INV:953.80 30' RCP m N CAMPION ENGINEERING SERVICES, INC. a Civil Engineering a Land Planning 1800 Pioneer Creek Canty P.O. Box 249 Maple Plain, MN 55359 Phan. 783-479-6272 Fax 763umplon 242 E -Mall: mcamplonOcmlplonenq.com I hereby certify that this plan, speciftcatlon Or report has been prepared by me or under my direct supervision and that yam a du(( licenced e ro Bala al Engineer HUNTER HILLS PHASE 3 TAMARACKLAND HILLS LLC OTSEGO, MN PRELIMINARY STORM SEWER PLAN -EAST PROJECT NO: 20-042 o SHEET NO. 12 OF 24 SHEETS DATE, 05/18/2021 N0. DATE oEscRIPTiON Martin P. Cam ion -LIc. 19901 Data: REMSION5 965 LOW PT STA 0+59.86 LOW PT ELEV: 961.71 PVI STA0+49.24 PVI ElEV:961.47 .LOW Pr STA 3+88.03- LOW Pr ELEV: 964.15 - Srk4+25.53 HIGH Pr STA 1+79.92 HIGH PT ELEV: 962.44 PVI STA:1+88.60 P1 ELEV:962.67 LOW PT STA: 3+51.62 LOW PT ELEV: 960.96 PVI STA:3+37.58 PVI ELEV:960.77 HIGH PT STA 4+80.01 HIGH PT ELEV: 961.64 PVI STA4+99.86 PIA ELEV:961.85 �- Li LOW Pr STA: 6+39.30 LOW PT 0". 960.04 PVI STA6+20.00 PN ELEV:959.78 Z $ Co .PVI K:39.81 975 -�s-- KA2.05 N ++ m GRADE BREAK SU 0+00 0 K:46.25 K:37.57 1:0 K:40.15 970 00 ..:.µ _:» ... 965..- LVC:9 0.00 _^ LVC:90.00 LVC:90.00 LVC:90.00 960.:. LVC:100.00 �. 955 980 980 a1 950 T. i14 + rnm +n lt ocq h mm OI do� 0+00 1+00 _ 975975 970970 03m mm 4 g r�i W 0 rnm CJ _ _ n i ad W a l m°� ci ai m 2+00 3+00 -- 965 ,..._.,_._.�_ ,._... 7+00 8+00 0.67% ..„__..:. _ _ _ ,.. ..,> ,-- 985 _.. .:.: - -- , . -- �� - 3.U0%- -- -- �:-:: .:...e....��v.W__._:....- __ __ -.. - _ :._- .'- _' _ 960 �- _.. _. _.. , _. .._, _. __ .. _ ._ ..- -_ -,_ - ._.. _._ 960 955 I , 955 _ -- -- '-- -� - 950 950 c�i�' Cs rn$ mri m$ la3 nm 0,$ m$ ns°% m$ g $ n ® a 3 nm aO a+ $ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 82ND STREET NE - WEST 965 $ .LOW Pr STA 3+88.03- LOW Pr ELEV: 964.15 - Srk4+25.53 _._.f._......_� 960 -..�.-..._._.._..�.._.....: �- Li Z $ ri .PVI w 975 -�s-- - ----�' N ++ m GRADE BREAK SU 0+00 0 y K-.233 464.41._ LVC:75.00 � o � n _ 1:0 ELEV 962.410 I 970 00 ..:.µ _:» ... 965..- _^ _ 3.0Oz --'- - 960.:. �. 955 950 _ mm OI ww mo pr W lA 0+00 1+00 LAMONT AVE w T � N�� 955 985 ---- -�-'--: }$ -T HIGH PT STA.7+45.40 HIGH PT ELEV: 966.82 - 980 g 980 _ <� PVI STA7+47.54 _ , .^ PVI ELEV:966.98 - ---C -r 5 i '61.33 T 975 975 -----. ------ - ' LVC:90.00 -4 I :. -'- - 970- cc 970 - _ ---t--- _ - -. D.7 - a' _ =i -0.77% i- _ - , _. -_ - - s� --•- -, - 965985 - - - � - -- -- g60 �..:.-.�e.v.t-..�..� .-..tea.. - - _ -�- _ `�'"'""'°"i"""""". '_ CRUDE BREAK STA � 8+92.70 960 _ - - ELEV - 988.430 -- @ 955 _.�_ __:_ ...,.,...7=.�...�,. l,._._...,_.. -.w ____v___...... _-.P.a�._,._... ...._..._.._........ ..:.. . �.,��_.__\�.__.,�........f.m _ :. " 955 950 950 C4 C4 cj i r} M O N�rfj rrp 1p�p 1A o m 1[W� r(r�D� pO l��F Ipn 5 aD $ W$ m �(f 0$ W W tf1 W If1 W E 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0 50LANNON AVE too i GRAPHIC SCALE IN FEET N • Civil Engineering Land Planning I hereby certify that this plan, specl6catlan HUNTER HILLS PHASE 3 PROJECT NO: o CAMPION 11100 Planear creek Canter, or report has been prepared by mea STREET PROFILES P.O. Box 249 under my direct supervision and that ENGINEERING 1 am a duly licensed Professional Engineer = 20-042 Maple Plain, MN 55359 laws of the state of Minnesota. TAMARACK LAND -HUNTER HILLS, LLC SERVICES, INC. Phone: 763-479-5172 a^dam the DATE: N0. DATE DESCRIPIIDN Fax 763 242 OTSEGO, MN SHEET NO. 13 OF 24 SHEETS 05/18/2021 RE1190NS E -Mall: mcamplonamplonOcanpbneng.com Martin P. Cam ion -Uc. 19901 Date: $ .LOW Pr STA 3+88.03- LOW Pr ELEV: 964.15 - Srk4+25.53 _._.f._......_� ---------- ---- .�._.y.__� -.. _-- E -F -;->- f--- $ ri .PVI -�s-- - ----�' y K-.233 464.41._ LVC:75.00 � o � n _ 1:0 __. - - _. ._..� ma os $ rom v g co 03m mm 4 g r�i W 0 rnm In Si r$ } $ $$ n i ad W a l m°� ci ai m 2+00 3+00 4+00 5+00 6+00 7+00 8+00 LAMONT AVE w T � N�� 955 985 ---- -�-'--: }$ -T HIGH PT STA.7+45.40 HIGH PT ELEV: 966.82 - 980 g 980 _ <� PVI STA7+47.54 _ , .^ PVI ELEV:966.98 - ---C -r 5 i '61.33 T 975 975 -----. ------ - ' LVC:90.00 -4 I :. -'- - 970- cc 970 - _ ---t--- _ - -. D.7 - a' _ =i -0.77% i- _ - , _. -_ - - s� --•- -, - 965985 - - - � - -- -- g60 �..:.-.�e.v.t-..�..� .-..tea.. - - _ -�- _ `�'"'""'°"i"""""". '_ CRUDE BREAK STA � 8+92.70 960 _ - - ELEV - 988.430 -- @ 955 _.�_ __:_ ...,.,...7=.�...�,. l,._._...,_.. -.w ____v___...... _-.P.a�._,._... ...._..._.._........ ..:.. . �.,��_.__\�.__.,�........f.m _ :. " 955 950 950 C4 C4 cj i r} M O N�rfj rrp 1p�p 1A o m 1[W� r(r�D� pO l��F Ipn 5 aD $ W$ m �(f 0$ W W tf1 W If1 W E 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0 50LANNON AVE too i GRAPHIC SCALE IN FEET N • Civil Engineering Land Planning I hereby certify that this plan, specl6catlan HUNTER HILLS PHASE 3 PROJECT NO: o CAMPION 11100 Planear creek Canter, or report has been prepared by mea STREET PROFILES P.O. Box 249 under my direct supervision and that ENGINEERING 1 am a duly licensed Professional Engineer = 20-042 Maple Plain, MN 55359 laws of the state of Minnesota. TAMARACK LAND -HUNTER HILLS, LLC SERVICES, INC. Phone: 763-479-5172 a^dam the DATE: N0. DATE DESCRIPIIDN Fax 763 242 OTSEGO, MN SHEET NO. 13 OF 24 SHEETS 05/18/2021 RE1190NS E -Mall: mcamplonamplonOcanpbneng.com Martin P. Cam ion -Uc. 19901 Date: 83RD STREET NE w z LOW Pr STA: 21+09.76 a+ Low Pr E1EVV: 963.68 Zoo, PVI STA:21+09.76 ON .. PVI ELEV:963.53 Z� Z<� K:83.33 g N w 980 +0 PROPOSED _ 975 v - r CENTEPoJNE PROFILE f',. — _ _ IXISfING CENTERLINE -- -- � -�-- - 1-- — ---- -.---moi -- -- 970 0.6076 _ 965 960 - -- ..,>... 955 950 940 935 N� rmp•r7 O -D8 r^ LU Z ea� r�0� rdp� w Z Nm NO 80 +'N W Si Imo• w I r YI N 1s � I� 17 H � 4 r7 H ei 4 ad 4 ai .6 N ki 0 0 eMp� w 0 0 0 m �Mu] 0 m rn m m m m m m m 13+00 a�NN+ 15+00 16+00 mLOW 18+00 19+00 20+DO 21+00 22+00 23+00 24+00 Pr STA: 14+72.85 26+00 27+00 o d LOW Pr ELEV: 963.03 PVI STA74+74.96 Z � � P%1 ELEV:962.86 r0 `0y tl K:70.83 11 - - LOW PT STA 6+ 8.80 . _ _ — HIGH Pr Sr 10+32.20 - - _ --- -, —: m iH;tit-PFELfW.-9d4.75 • ..- LOW Pr an, 9 PVI STA6+59 45 3 - ' -- _ HIGH Pr E EV., 965.71 PVI STA +22.38 - N $ - -__ - PVI ELEV:982 8 .— �""'r` - ---J— - _ PN .985.92 .:IIE1t@8 K:61.82 -K:5 .42 __ -'_ _ LVC:100.00 _... ._ ,_.,_..._�..�.w_ _ _ LVC:1 M.00 I _:..,.....—,. i �—!_—_ _ oltmi •r or 'r _- �__ .. __— •— - --m -_. - a0.--" � � I _ LA_ _.. .._ra .. .., ._`0.615 .. . qq p�11 1.015 - - _._ - __ __ r...a.,...�1..�...._...�. _I Of - - 036=_ ....s.�...�...�.�.".�.. —_ . . . . . . . . . . ..... I 7 O W �o �/' n MN m m rpm 'm rr7 �; ref MN r 9 m r`9i �- ro� MI PS m A rp.n Cpi �n : r,4 �n VI n tM .f mm 4.5 n d nn .4 Ci n 4 rp Mj m� r r•1 Das 00 00 amid 00 ami0 WO 00 00 TO W0 W0 00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 83RD STREET NE w z LOW Pr STA: 21+09.76 a+ Low Pr E1EVV: 963.68 Zoo, PVI STA:21+09.76 ON .. PVI ELEV:963.53 Z� Z<� K:83.33 g N w 980 +0 PROPOSED _ 975 v - r CENTEPoJNE PROFILE f',. — _ _ IXISfING CENTERLINE -- -- � -�-- - 1-- — ---- -.---moi -- -- 970 0.6076 _ 965 960 - -- ..,>... 955 950 940 935 N� rmp•r7 O -D8 r^ m W ea� r�0� rdp� 1800 Pionser Creek Center, Nm NO 80 +'N W Si Imo• w I r YI N 1s r� Pi I� 17 d ai 4 (V 4 r7 H ei 4 ad 4 ai .6 N ki 0 0 eMp� w 0 0 0 m 0 0 m rn m m m m m m m 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+DO 21+00 22+00 23+00 24+00 25+00 26+00 27+00 83RD STREET NE HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN o �o a GiAPHC SCALE IN FEET STREET PROFILES PROJECT NO: 20-042 SHEET NO. 14 OF 24 SHEETS °A 05/18/2021 Engineering aLand Planning raraay cerwY ura anle Pa spat cu a CAMPION :BOO or report has been prepared by me or 1800 Pionser Creek Center, under my direct supervision and that ENGINEERING P.O. Box 249 Maple Plain. MN 55359 I am a dul licensed Profeeelend Fn (neer ' 9 the laws the Minnesota. SERVICES, INC. Phone 763-479-5172 under of State of Fax: 763-479-4242 E—Mall: mcomplonOcompioneng.com Martin P. Cam ion —LIc. # 19901 Date: HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN o �o a GiAPHC SCALE IN FEET STREET PROFILES PROJECT NO: 20-042 SHEET NO. 14 OF 24 SHEETS °A 05/18/2021 vi s N CAMPION ENGINEERING SERVICES, INC LARGE AVE • Civil Engineering a Land Planning I hereby certify that this plan, specification or report has been prepared by me or 1800 Pioneer Creak Canter, under my direct supervision and that P.O. Bax 1 am a duly licensed Professional Engineer Phone: 763-4477 9-5172 Maple Plain,in. 55359 under the (awe of the State of Minnesota. Fac763-479-4242 E—Mai: mcamplMoca rpioneng.com Mortin P. Cam km —Lio. 19901 Date: HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN 0 50 140 GRAPHIC SCALE IN FEET STREET PROFILES PROJECT NO: 20-042 DP SHEET NO. 15 OF 24 SHEETS 05/18/2021 980 980 e 975_ _--,._.-.. _�___�__._ — ..._._,_._..}._...., ..... �. 975 970 - _ —_. 970 -- -_ --� — -- -- -- - -. r CRAOE ERENC SfA � 4400.80 `,- - 985 -"-.- .--.-- ._ ELEV 980.875 __--"'----_-" 985 980 - .::....-... -_ 960 955_... 955 �__..-r..�_ ...a_. ._�.._.s._... ._.,_.___.._..-_-i_-___. —`. -- - ...._...-�._... �r-.... ------ — ----- - -- 950 950 w a m �m 0+00 1+00 2+00 3+00 4+00 5+00 N CAMPION ENGINEERING SERVICES, INC LARGE AVE • Civil Engineering a Land Planning I hereby certify that this plan, specification or report has been prepared by me or 1800 Pioneer Creak Canter, under my direct supervision and that P.O. Bax 1 am a duly licensed Professional Engineer Phone: 763-4477 9-5172 Maple Plain,in. 55359 under the (awe of the State of Minnesota. Fac763-479-4242 E—Mai: mcamplMoca rpioneng.com Mortin P. Cam km —Lio. 19901 Date: HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN 0 50 140 GRAPHIC SCALE IN FEET STREET PROFILES PROJECT NO: 20-042 DP SHEET NO. 15 OF 24 SHEETS 05/18/2021 -------- ------- ------ ---- --- ---- ----- IL LEGEND era PROPERTY UNE 1,591 4 4 1 ------ ------ ---- iW 880 EXISTING CONTOURS ------- ------ ------ 956 ------------ _900— PROPOSED CONTOURS L % ---------------------- 16 -------- EASEMENT LINE i 1 11 ------------- 1� L i I 1� I J L L - - - J L ------ , 1 \j _WET— DELINEATED WERAND EDGE E -------- 24 SETBACKS ------------ STORM SEWER ---------- - -- - -- f+00 17+00 ------ ---- ---- --------- B N _\ __ :.1 SANITARY SEWER 0 15.00 ------- - WATERMAN -Do --/ '-" , =---4--- ------- ------- 15, —x—x— FENCE N % '41 1 `6 75 EXISTING TREE LINE ce' - > ------- LANDAU 'AVE,NE H —OE—OE— OVERHEAD POWER LINE 1.70 L UNDERGROUND ELECTRIC LAMONT AVE IJ CULVERT L Z_/ SOIL BORING SANITARY SEWER MANHOLE rull: SANITARY CLEANOUT Z U 27 0 STORM SEWER MANHOLE M. STORM SEWER CATCH BASIN SIA., I J+ 1 �.9,3 83RW LAN >1 WATER GATE VALVE - -------- N HYDRANT �/ . _ �v+/e-- 9-o�9/�\ �C'/ \\ / \ ��/V 2, I __ ' < BUFFER A 24? 1, A " ----------------- -------- - ---- - ---- j* Vll ---------- ------ - ------- 7 ------- I -------- - ----- BACK P ELEV_ 4, lei +1 0+ 0 28 14 1. IS HOUSE TYPE jA 'OUT) ENT OUS FB FULL BA L. Loil L ELEV. S 3 :W7RE ------------- �t! ---------- ------ 4A, -------------- LIZ ------------ V - ----- ----- TOP - F Li CK _EV. 2+00 3+00 4+00 5+00 6+00 00 ARA E + -l---U3W LANE -4- ----------------- --- _ff� f ------- --------- -- ----Ji TYPICAL LOT & HOUSE PAD T -----T ------------ I Sj -----_------------ -M ------ ---------------- 0+ ---------- 6+60, 7+00 7 9 3RDO+ RE 2 7 ------------ J(/ '2a NE Lm 7A3+s 34 _01 -ll ARE E4 0, w NOTES: A 54 1. MAXIMUM SLOPE TO WIN Hill SHALL l BE 4:1. 9 10 11 12 v 13 14 15 -0 2. SWALES BETWEEN LOTS SHALL BE Iv MINIMUM GRADE OF 2%.. 3. SEE SWPPP SHEET FOR EROSION L UMD STAGE i l CONTROL REQUIREEN MTS. .. '0 IR 957.0 .. fh-' A 2 SJS .I 2 ...... .. .873342"W 618.33 0 ... --- o LANDER r 3 . ......... /L .7 L. .............. N — / — Zf09 msxxi 9J5 z 14, 1 — --------- --- ------ c I � l ZZ E 5 A- 194.50."Tj ZNO 3 ------ -- --------- ----- - - ---------- jj 10 YR �9'51,�7 ---------- - Jill E 111 LANDER AV& --- --------- ------- T ----- -- 0 fDER ---------- �!DER_j! .fDER_ — ---------- - GRAPHIC SCALE IN FEET N •Civil Engineering Land Planning I hereby cel that this plan, specificotIon PROJECT NO: or report hoe been prepared by me or CA0 HUNTER HILLS PHASE 3 PRELIMINARY GRADING OVERALL MPICIN 800 Plonew Cl Center, under my direct supervision and that 20-042 ENGINEERING P.O. Box 24 MN 552159 1 am dull licensed Professional Engineer —HUNTER HILLS, LLC A Mol Plain, 9 undel a" of the State of Minnesota. TAMARACK LAND NO. DATE DESCRIPTION SERVICES, INC. Phone: 763-479-5172 DATE: Fax: 763-479-4242 REVISIONS E -Mail mcompion0l:,amplaneng.com Martin P. Cam ion -Lic. # 19901 Data: OTSEGO,MN SHEET NO. 17 OF 24 SHEETS 05/18/2021 0 -7- ----1 I 83RD IASf♦e \\\ `\ //� � � �g9y>•�p\ / /yp Oy' p \\ \ // \ r • 1I' I ` I I / 4 /\ �� \ \ ' 6p -14 80-1 ---1 . + �D+9 1 1 -I -6+8 1 -'I�-' I�Q-'' 14+6 1 -7 -�I -15+111 -I -I -I �I =.- �. -- _ i�� \\ \ \\ / ^ \ ♦ L I_ _ __ _=�i _____r____j________�____-_T__-_____r_-______ ... I -STAT+66.Od•. •^.^r I 1 I I I - ('___ t 11 - -..... I 83RD (ANE I I I 1 I I I jjj 1 i 1 \ 0 \\ \\ \\ \\ \ \ �� \ �\ •1 gy62 / g6!" �\ \\ ` \ \ \ ° / \ \ V .::: 0 , i �: .... I g I IAMONT AVE `•1•., +° I -..... I I I I '•{ I I I I i 1 --•-•..d `. I I I r -------------- 11 `/% \ \ � '. 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Phan« 7in,IMN -5172 Fare 753amplon 242 E-Moll: mlxmpianOcarrlpbneng.cl>m I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a dui licensed Professional Engineer Dnder the a of the state of Minnesota' HUNTER HILLS PHASE 3 TAMARACK LAND-HUNTER HILLS, LLC OTSEGO, MN - PRELIMINARY GRADING WEST PROJECT NO: 2�-�42 2 N0, DATE DEISIONSlON SHEET NO. 18 OF 24 SHEETS DATE' 05/18/2021 fElA90NS Martin P. Campion -Lic. 19901 not.: \ R _ / 1 952 54 \I •"I ti �� • I, `1 � -- `-----, �_ p' _'__ ., .c'ss7so wo \\ i1 0 `\✓ II - \ \ I I .. .-.- I TF 9 6.10 =966.40 F= 66.60 TF=966 D WO. \ \ - _ -A .: ¢\ \ \ I FB - - I G=965.80 - 6.30 G=966.60 G =967.20 X959.?0 G G _. 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Phan 763-479-5172 DATE: N0. DATE DMSIONSaN REY190NS Fmc 7°3ampion 242 E -Mon: mcampionOcamplonenq.com Martin P. Complain -LJc. 19901 Date: OTSEGO, MN SHEET NO. 19 OF 24 SHEETS 05/18/2021 m y I I I I I I I I I 1 t 1 83R0 IASL \ \ \ / \ r \\`` 3 \ / e 1 l 1 I __1__-_____L______ 0 = —1 —14ea -It \\ / /t \\ 3 .\k \ ___ ____ 2 ro �,-- i I i i i I I � i r -; ', \1 \\ \\ `, �\ \ - � � � g64, \\ \�\ \ \ \� /\ \ sra:lwse:ol»^'^^i'`� 63RD LANE !- I • �/ ` LAM01464.45 _ i I LAMOM AVE i o + �I - ' ---SILT PROTECTION � / i`t % /- /j -. � _-.INLET FENCE, j ! \� \ / \ \ / \ -- --- ----� -- ---1 1 I eel — ---1 f a I 1 2 7 4 5 I 6 I 7 I B \ ✓ /\ > Y„ / / %o `/. L AA4ALI� ST:3+.36 t — _J L__ J L --J L --J L__J L --J LMON VE Y� F — — _ 0+0 5 9�o—�> N ~�-�,�--rte - '�.. i� �- �.. �. 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OOUBLE'ROW NEAR WETLAND (TYP.) 954 `„ /,/-�o--�- --- - ±------------ 956 1 �� ` 5'` °a a\ I 1 N66" I ,• J i \ POND 3 ��`-'' 1 t �. `'• 1� a NWL=953.8 'z I I? ' I i \,�.` I I . f _ ._ -- 1! I j I 1i 'F\ i-?�' /a0. [ 1 1[ R t1 1 2 YR. 955.0 � i 10 YR 955.7 •xi',i 1 1, t,t ', i is z- i1° I cup « '\.1t \i .,_�i�,•a-(.\ f y i _. fI!I1 ..rr�^'t% 1f. -------- -- ------------- t -YR HWL=957.2100 '. t -< • t1 1 t��--�-., ,..., \n. , fi°i \ _cI, \�.. 1a 4STA B 4DSD 1 1Iif LANDER AVE NE � _�1` 11 t!{1I1 _-- 00 \\\\ 1�,�8 � fbAJ, \r \,\-. a \. rI1f lI_'i1 _----- lI I l~1 _ I � 0 • Civil Engineering• Land PlanningI CAMPION ,� �,� P.O, Boz Pioneer ENGINEERING Maple Plain. MN 55359 SERVICES, INC. Phos« 783-479-5172 Emc 783ampion 242 E -Mall: mcampionOcarnptanenq.com hereby oerUfy that this plan, specification or report has been prepared by me or under my direct supervision and that under their" licensed Professional tEngineer HUNTER HILLS PHASE 3 TAMARACK LAND—HUNTER HILLS LLC OTSEGO, MN PRELIMINARY SWPPP - WEST PROJECT NO: I 2�-�42 N0. DATE DESCRIPTION SHEET NO. 19 OF 24 SHEETS DATE: 05/18/2021 p�gOP,s Martin P. Campion -Llc. 19901 Date: 40 F--- -------- 54 DOUBLE ROW SILT FENCE NEAR WETLAND_(rYP.) r 5 • _j _j j i II I I II 1 -11, 1 1 V _7 fid' '965 71 5 _J L_ 964 21 L —j SILT FENCE, MS (rYP.) b� iz or 5 \ \ ,o i , �� \ \\ \\ 1 I Isfi j % \\\ \EOF 6 Al \ROCI( CONSTRUCTION s 3 IN FEET I f SIT 79.47 1 82N REEN� EAST 01 X V j B %\ 58 4 956— '� 54 954 • �47 9 EX F%E 3 \'k SILT I., POND 4 Iv- NWL=954.0 1z' 2 YR. 955.4 WETLAND 0 YR 956.3 • EX /` A BOTTOM ±951.0 N RUNOUT/HWL=±954.5 TOO YR HWL=958.0 nn 5' RCP FiS�,,__-_ Z' ff SEE 11 X A X// Y'yTO I HT 3 0 E MAMIC SCALE IN FlXr, N CAMPION 1•0 ivil Engineering specification Land Planning I hereby certify that this plan. specificPROJECT NO: or report has been prepared by me air HUNTER HILLS PHASE 3 PRELIMINARY S\/\1PPP EAST 800 Pioneer Cr.A Center, under my direc;t supervision and that ENGINEERING Maple P7 63 55359 1 am a dul� licensed Professional EngIneer P.O. Box 249 20-042 NO. DATE DESCRIPTION SERVICES, INC. Phon. 763--479-5172 under the ows of the State of Minnesota. TAMARACK LAND -HUNTER HILLS, LLC F= 763--479-4242DATE: REVISIONS E -Mail: moarnplon0oomploneng.corn Martin P. Campion -Uc. # 19901 Date., OTSEGO,MN SHEET NO. 20 OF 24 SHEETS 05/18/2021 PARCEL DATA PARCEL OWNER ADDRESS PID AREAING PROPOSED ING ZONING 1 OTSEGO LAND INVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-800-241300 EXISTING 80TH STREET RIGHT 0F WAY 1 PUD 2 OTSEGO LAND INVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-800-241301 IM33 AC 1 PUD 3 OTSEGO LAND INVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-80D-242400 RESIDENTIAL OPEN SPACE (INCLUDES -1 PUD 4 OTSEGO LAND INVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-800-243100 -1 PUD 5 OTSEGO LAND INVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-800-243400 SIDE -1 PUD 6 OTSEGO IAN D INVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-800-243401-1 20' PUD 7 OTSEGO IAN DINVESTMENTS, LLC 1749046TH AVE NO., PLYMOUTH, MN 55446 118-80D-244200 -1 PUD 8 OTSEGO LAND INVESTMENTS, LLC 11749046TH AVE NO., PLYMOUTH, MN 55446 118-80D-244300 91 A-1 PUD TOTAL 207.59 TOTALAREA 207.59 AC EXISTING WETLAND AREA 17.16AC 85TH STREET RIGHT OF WAY 4.97 AC EXISTING 80TH STREET RIGHT 0F WAY L13AC PROPOSED NUMBER OF LOTS 579 NET DEVELOPABLE AREA IM33 AC GROSS DENSITY 2.79 U/A NET DENSITY 3.14 U/A RESIDENTIAL OPEN SPACE (INCLUDES PONDS AND WETLAND. SLOAC LOTSTANDARDS-PUD ZONING SETBACKS FRONT 25' REAR 20' SIDE 7.5' SIDE -STREET 20 Setback from Wetland Buffe 20' SANITARY SEWER & WATERMAN NOTES: 1. ALL WATERMAIN SHALL BE DIP CL 52. 2. ALL WATERMAN SHALL. HAVE 7.5'FEET MINIMUM COVER. 3. ALL HYDRANTS SHALL BE INSTALLED WITH 7.5BURY. 4. WATERMAN NUTS AND BOLTS SHALL BE COR -BLL. 5. ALL PVC SANITARY SEWER SHALL BE THE SDR 35 OR AS NOTED ON THE PLANS. 6. INSTALL 20 LF OF 8" DIP OUT OF MANHOLES AT DROP LOCATIONS. 7. SANITARY SEWER SERVICES SHALL PVC SDR 26. B. WATER SERVICES SHAT BE 1'TYPE K COPPER. 9. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL"LATEST REVISION 10. EXISTING UTILITY LOCATIONS AND ELEVATIONS SHAT BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 11. SANITARY SEWER SERVICE SHAT BE EXTENDED 10' BEYOND THE RIGHT OF WAY. 12. CURB STOP FOR ALL SERVICES SHAT BE INSTALLED 10' BEYOND THE RIGHT OF WAY. 13. CONTRACTOR SHAT MARK END OF SANITARY SERVICE WITH STEEL 'T PCST. 14. TRACER WIRES SHALL BE INSTALLED ALONG ALL SANITARY SERVICE UNES, 15. CONTRACTOR SHALL JET AND VACUUM (IF REQUIRED BY CITY) AND TELEVISE ALL SANITARY MANS AFTER MANHOLES HAVE BEEN ADJUSTED TO BASE COURSE AND PRIOR TO ACCEPTANCE BY THE CITY. THE CITY ENGINEER SHAT BE PROVIDED WITH 2 COPIES OF THE TELEVISING DVD'S. 16. CURB BOXES SHALL BE MARKED WITH A STEEL FENCE POST. 17. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHAT BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 18. THE CONTRACTOR SHAT PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 19. THE CONTRACTOR SHAT. IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UnUTIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 20. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHAT BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHAT BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE 21. THE CONTRACTOR SHAT NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. 22. THE CONTRACTOR SHAT KEEP ACCESS ROADS CLEAR OF SGL OR OTHER DEBRIS, AND PERFORM QALY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. 23. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE. STORM SEWER NOTES: 1. ALL STORM SEWER SHALL BE RCP CLASS 3 UNLESS OTHERWISE NOTED. 2. IN STREETS, INSTALL DRANTILE 25' EACH WAY AT ALL CATCH13ASINS AND ACROSS STREET AT STORM SEWER CROSSINGS. SEE STANDARD PLATES 411 & 412. 3. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15'. ALL MANHOLE CASTINGS IN PAVED ARES SHALL BE SUMPED 0.05'. RIM ELEVATIONS SHOWN ON PLAN REPRESENT SUMPED ELEVATIONS. 4. EXTENTS OF DRANTILE SHALL BE VERIFIED IN THE FIELD BY THE CITY ENGINEER BASED UPON SITE CONDITIONS. STREET NOTES: 1. AL STREETS ARE 28' B -B UNLESS OTHERWISE NOTED. 2. SIDEWALKS SHALL BE 4"THICK. CAL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN. TOLL FREE 1-800-252-1166 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE AAIACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLLDE RENEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL. DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 6. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLLDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY ..WASHOUT" OR OTHER TOXIC MATERIALS. 7. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 8. PRIOR TO PLACEMENT OF ANY PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE STREET SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS ARE UNSTABLE CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL. EXCESS SOIL MATERIAL OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOCSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE STREET AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT. 11. EMBANKMENT MATERIAL NOT PLACED IN THE STREET OR BUILDING PADS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.3172 OR AS DIRECTED BY THE SOILS ENGINEER. 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED By THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE STREET SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTUNED IN MN/DOT 2105.3177. 13. TOLERANCES: a.THE STREET SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE b.AREAS WHICH ARE M RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.20 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. c.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS M INCH OF THE SPECIFIED THICKNESS. 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE SIX INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS, 18. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 19. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION OR AS DIRECTED BY THE SOILS ENGINEER. 20. WETLAND BUFFER AREAS THAT ARE DISTURBED BY GRADING SHALL BE RESTORED AS FOLLOWS: a.S01LS MUST BE DECOMPACTED TO A DEPTH OF 18" PRIOR TO SEEDING OR PLANTING. b. ALL DISTURBED BUFFERS SHALL BE RESTORED WITH MNDOT SEED MIX 35-241. THE CONTRACTOR SHALL AVOID COMPACTING THE BASIN BOTTOM. RUBBER TIRED EQUIPMENT SHALL BE PROHIBITED WHEN WORKING IN THE BASIN AREA. THE BOTTOM AND SIDE SLOPES SHALL BE STABILIZED WITH THE SPECIFIED PLANT MATERIALS WITHIN 7 DAYS OF COMPLETING THE BASIN GRADING. BASIN SHALL. BE GRADED 12" - 18" ABOVE FINAL GRADE UNTIL SITE GRADING IS SUBSTANTIALLY COMPLETE. AS PMT OF FINAL GRADING, NATIVE SOILS IN THE BASIN SHALL BE DE -COMPACTED TO A DEPTH OF 12" - 18". PONDS SHALL BE SEEDED WITH MNDOT SEED MIX 33-261 WITH HYDRAULIC MATRIX. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RILED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT BM -252-1156 OR 651-454-M02. 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2. THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPOES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT UMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THETA. 3. THE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPCA SHALL BE INSTALLED WITHIN 24 HOURS OF NOTIFICATION. 4. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED MEAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED BY SWEEPING, 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. 6. ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND MONITORING THE REQUIREMENT OF THE MPCA PERMIT. 8. ALL DISTURBED MEAS, EXCEPT ROADWAYS, BUILDING MEAS, ISLANDS AND SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 6 INCHES TOPSOIL, SEEDED AND MULCHED (TYPE 1). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 22-111 O 31 UBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING MEAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDGT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTIUZER (10-10-20) SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDOT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALL BE USED FOR TEMPORARY SEEDING IF NEEDED. 9. WETLAND BUFFER AREAS THAT ARE DISTURBED BY GRADING SHALL BE RESTORED AS FOLLOWS: a. SOILS MUST BE DECOMPACTED TO A DEPTH OF 18" PRIOR TO SEEDING OR PLANTING. b. ALL DISTURBED BUFFERS SHALL BE RESTORED WITH MNDOT SEED MIX 35-241. 10. PONDS SHALL BE SEEDED WITH MNDOT S® MIX 33-261 WITH HYDRAULIC MATRIX. 11. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE a. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY. b. INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE C. CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. d. CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWA.ES/STORM SEWER TO DIVERT SURFACE RUNOFF TO TEMPORARY SEDIMENTATION PONDS. e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE f. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. g. INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HMD SURFACES. 12. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL AL DISTURBED MEAS ARE STABIUZED. CONTRACTOR SHALL PLACE MIRAF1 FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE INLETS UNTIL PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETE), 13. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE 14. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, IN THE LOCATIONS SHOWN ON THE PLANS, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT.. 15. BIO LOGS SHALL BE INSTALLED AT PIPE INLETS AND OUTLETS UNTIL RIPRAP IS INSTALLED. PERMANENT ENERGY DISSIPATERS SHAT BE INSTALLED ED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 16. INSTAL SILT FENCE AROUND POND UPON COMPLETION OF GRADING. 17. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 18. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHAT BE COVERED, VEGETATED, ENCLDSED, FENCED ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE MATERIA. WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE 19. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP WILL BE UPDATE) AND LOCATIONS ADDED AT THAT TIME. 20. TEMPORARY OR PERMANENT STABIUZATION SHALL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACfMTY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE EMD OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EMM -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABIUZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER N)N-VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 7 DAY TIMEFRAME 21. THE CONTRACTOR SHAT PROVIDE AND INSTAL A SWPPP MAILBOX (INCIDENTAL). • Civil Engineering 0=1telannin I hereby certify that this plan, specification PLAN NOTES PROJECT N0: N CAM P I ON g g 9 or report has been prepared by me or HUNTER HILLS PHASE 3 20-042 �l1I� Plmoor G.rt c.ttw• under my direct supervision and that &PARCEL DATA ENGINEERING Maple Plain. 24 MN 55359 I am a dul licensed Professional Engineer SERVICES, INC. Phmc lin. MN -5172 under the (owe of the state of Minnesota. TAMARACK LAND -HUNTER HILLS, LLC DATE N0. DARE DESCRIPTION Faa 7e3-479-4242 IREM90N5 E -Mall: mcamplanOcanplaneng.com Martin P..Cgrt1p(on_Llc. /,990, Gat,: OTSEGO, MN SHEET NO. 21 OF 24 SHEETS 05/18/2021 W I J TOwARD PIPE AS SNUT R070M TO LOWNE FORM 1/2 PIPE SECTION OF i E a By ARROWS LARGEST DIAMETER PIPE 14\ \ -- --i 1 { �1 1 SLOPE 1/3•' PER FT, 2% MIN. -• I ` -• LOPE I SEE PLATE 704 1" THICK, 5' WIDE L CONCRETE CURB ✓r r pP " •• - -PORN f/2 PIPE R PIPE LARGCST DIAMETER PIPC Aapsnxc wxIXs) PER STD - u GROUT BOTTOM TO SLOPE CONCRETE SIDEWALK ON A k B BITUMINOUS MAT GUTTER PLACED ON KATE M9 '� SECTION A -A TOWARD PIPE AS SHOWN APPROVED SUBGRADE+••• APPROVED SUBGRADE ff FRAME AND CASTING PER STD PLATE 307 BY ARROWS SECTION A -A (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH \� / r— FRAME 3 CASTING (SEE MH B CB SCHEDULE). -- D APPROVED SUBGRADE 30' WIDTH - ADJUSTING RING(,) 27' PER STO PLATE 411 AASNTD A VALUE SIGMA NIS BITUMINOUS SUN— AGGREGATE BABE PRECAST ' iCCENTRIC 1 -MAXIMUM DISTANCE FROM RIM ` WEIR ' xon-WEAR cuss s OR L Doss } DR a SUBGRADE 2360•^ I 2}LD•^ }t;g 3138 Spat CtA55 L • D� -ASTM A -S (R-70 a 90AD0) •• r 1/2' -.2- •• 6' - A-4 (((R-20 S 90.000)}} t 1/2' :I 6' - •' ^ DUCFR SECToOx ,. `•• MAXIMUM DISTANCE IRON rGA3KET PER PDSrTgN OPENING CA43 RIM TO FIRST STEP IS 24" AND STT GOWN STREAM 51 APPROVED STEPS PER PRECAST ECCENTRIC , ' x TO FIRST STEP IS 24". REDUCER SECTION A-6 (R -i5 4 90AOD) 1 1/2' A -T R -TO < 90.ODD I 1/I' I" 6' le" MN/DOT PUTS N0. 4Tep STEPS AS PER MN/GOT R -S < 90,000) t 1j2" 2" 6" Tl" �_ -�✓ WALLS TO BE CONSTRUCTED I6"O.0 STANDARD PLATE 4180) W SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER Or PRECAST SECTIONS WITH JOINTSPER ASTM CAA3 •• MINIMUM ALLOWABLE DESIGN THICKNESS !I S" _ i6"0 C --MANHOLE TO BE CONSTRUCTED :.%,M OF PRECAST CONCRETE ••• NEW CONSTRUCTION ASPHALT BINDER GRADE = C �_ SECTIONS. STEEL REINFORCING OVERLAY ASPHALT BINDER GRADE = B RUBBER WATCRPROor GASKErs REOUIRiO FOR4 ` SHALL BE PER ASTM 0478. WATERTIGHT JOINTS SHALL BE ••••R VALUE OF LESS THAN 20 REQUIRES 4" GROVEL • .\ _ JOINTS ABL y ABOVE PIPE INSERTS WATER TABLE AND BELOW a PIPES > PER ASTM 643C BASE BENEATH CONCRETE 51➢EWALK }� ` \� SHALL BC SCALCO (SEE STO _ GROR-QVa UE IS A MEASURE OF EMBANKMENT SOIL Pur 31s)RESISTANCE ®A STRENGTH AS DETERMINED BY THE A L,,SEALL A HVEEM STABILOMETER METHOD �. PRECAST OR INTEGRAL BASE PER ZAO MNDDT PLATE NO, A011 1^SIGMA NIS VALUE IS THE CUMULATIVE DAMAGE 133-_ R,, r I EFFECT Of VEHICLES DURING THE DESIGN LIFE OF A FLEXIBLE PAVEMENT, y GROUT FLOW UNE-' LMANHDLE fNYERT SHALL AS SHOWN ABOVE BE SLOPED TO PROVIDE ." MANHOLE NOTES: c=4-�--- _ _ MIN, 6" PRECAST OR - INTEGRAL CONCRETE NO RECLAIMED ASPHALT PAVEMENTS (RAP) SHALL SMOOTH KOW FROM INLET FO OUTLET ALL SANITARY MANHOLES: MOISTURE PROOr CC t( l _ ( MA -- MANHOLE BASE MANHOLE INVERT SHALL BE PER MNDDT 4011. BE IN THE WEAR COURSE. OR WRWO6LF}puAl_ DO NOT COA?DRUBBER y SLOPED TO PROVIDE SMOOTH GASKETS OR Boors o FLOW FROM INLET TO OUTLET e i LOCAL RESIDENTIAL STEEL REINPoRCWG SBE HALL PA TN E ff URBAN STREET SECTION — 9 TON DAT!• 9 STORM SEWER STANDARD MANHOLE NO SCALE -- SANITARY SEWER STANDARD MANHOLE - NO 5CALE No Scat[ " � f �r APPROVED REVISED OP oas STANDARD PLATE NO. APPROVED R/Il atse P � STANDARD PLATE NO.; - APPROVED o�SG ` O I� G STANDARDOPLATE N0. REVISED 3 -18 -IB 15E0 3-14-16 Z .: 3 -18 -IL NINMEl6TA 112 i� NINN[IaTA 300 "!AC'fF NINN[9aTA FORM 1/2 PIPE SECTION DF— LARGEST DIAMETER PIPE FORM 1/2 PIPE SECTION OF - LARGEST DIAMETER PIPE GROUT BOTTOM TO SLOPE GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN TOWARD PIPE AS SHOWN BY ARROWS SECTION A -A 6Y ARROWS ACTION A -A CASTING NEENAH 3057 -, OR EOUIVALENT WITH I, DL OR DR GRATE '11 i -ADJUSTING RIE 5 � OF MNOPEdt13 � PER STD PLAT_ 414 TOP CURB Mn/DOTTPLATE CASTING NEENAH R-4342-) FLOW ' m LINEti1pI e1- COVER SLAB /-COVER OR EQUIVALENT STOOL ,COVER SLAB TYPE GRATE � Mn/DDT 4020 _1 4�'' f` A022 1 MAXIMUM DISTANCEMAXIMUM DISTANCE- STEPS AS PERS-5•• _ FROM RIM TO -STEPS AS PER S PRECAST SEGMENTS AS FROM RIM TO MN/DOT STANDARD 1 MN/DOT STANDARD REQUIRED IN T FOOT FIRST STEP IS 24". • • -- FIRST STEP IS 24". PLATE 4180 PLTE 4180 MULTIPLES TTSTEPS :1 J.16"O.C. yi 48" 48" 77 22 PRECAST LOWER SECTION (' '�I A SEAL PIPE• A MINIMUM 36" HIGH MAXIMUM : A ^--SEAL PIPE A WITH GROUT 48" HIGH Mn/DOT PLATE WITH GROUT - 40051. LOWER SECTION = L MIN, 6" PRECAST OR _ _ INTEGRAL CONCRETE - ---- --.. - .. .., .• •• MANHOLE BASE ... - " _----- PER MNDDT 4011. • A. ' - 5✓�9-----. -- MANHOLE INVERT SHALL BE --- y NOTES: SLOPED TD PROVO3E SMOOTH - NOTES: MANHOLE INVERT SHALL BE MANHOLE STEEL REINFORCING FLOW FORM INLET TO OUTLET. $ (SEE SECTION A -A) o SLOPED TO PROVIDE SMOOTH MANHOLE STEEL REINFORCING FLOW FROM INLET TO QUTL.ET SHALL BE PER ASTM C478- SHALL BE PER ASTM C478, 4 STANDARD STORM MANHOLE - CATCH BASIN s STANDARD STORM MANHOLE -YARD INLET MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET _ NO SCALE NO SCALE i Wr APPROVED OtSe P O o STANDAR406LATE N0.„s APPROVED ors ` 1 STANDARD 8LATE NO. REVISED i G 4 NINW[lGTw 3-19-16 NIe R3.TA. N CAMPION ENGINEERING SERVICES, INC. • Civil Engineering R Land Planning 1800 Pion— Geek Anter• ox 249 PhorH Plain.MN55359 Fax: 763-479-5172 Fax: 783omplon 242 E -Mail: mcamplonOcamptonenq.com I hereby certify that this plan, specification or report has been prepared by me or under my direct wpervislon and that under thelawlicensed e St en10 MEngineer > HUNTER HILLS PHASE 3 TAMARACK LAND -HUNTER HILLS LLC OTS EG O, M N DETAILS PROJECT NO: 20-o4z No. DATE o SHEET N 0 . 22 0 F 24 SHEETS DATE: 05/ 18/2021 MSIONSoN REMgONS Martin P. Campion -IJc. 19901 Data: E S 5, a b m' u 9 E x eg ^v I N CAM P I ON e Civil Engineering Land Planning I hereby certify that this plan, specification HUNTER HILLS PHASE 3 A�i 1800 Pioneer Creek Center, or report has been prepared by me or DETAILS PROJECT N0: P.O. Box 249 under my direct Supervision and that 2O-O'tG ENGINEERING I am a duiy licensed Professional Eingineer Maple Plain. MN 55359 under the laws ,, the state of Minnesota. TAMARACK LAND—HUNTER HILLS LLC SERVICES, INC. Phone: 763-479-5172 NO. DATE DESCRIPTION Fac 783-479-4242 DATE: REVISIONS E -Mail: mcamplonocarnpianmg.com Martin P. Complain -Uc- 19901 Date: OTSE�O, MN SHEET NO. 23 OF 24 SHEETS 05/18/2021 GALVANIZED GRATE [T-rr7 e 8' LONG HINGES � NON -WOVEN FILTER COVER HIGH DENSITY I WOOD FIBER -1 ADJACENT POLYETHELENE FRAME BLANKET MULCH PROPERTY BASE OF FRAME END OF UPPER BUNKET SHAPED 8 SIZED TO TO OVERLAP BOTTOM _ FIT INLET TOP MnD07 2573 MACHINE SLICED OR END OF BLANKET 57' PREASSEMBL£D BURIED IN 6" DEEP VERTICAL TRENCH TOP VIEW MIN 2 1/2' -ABOVE GROUND OPTION / AS APPROVED 8Y SIDE VIEW THE CITY ENGINEER. 6"%6' EARTH FILL I .� I TYPICAL OR SILT -SAVER UFRAME BOFILTERE HINGED GRATET�� (I 1 NOTE; ' �- PENCE WOOD FIBER BLANKET SHALL 8E PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF � MATERIAL THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES THE IN STRUCTURE. 1/1" STEEL 6' APRON yg" PLATE SHALL BE OVERLAPPED A MINIMUM OF 6". 4 S' POSTS - 8' MAX. ON CENTER 2. PUCE THE FRAME ONTO THE INLET STRUCTURE. MINIMUM 2' PENETRATION PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES ENSURING PROPER SEATING OF FRAME TO STRUCTURE. 1 5�2 � 7/2" DIAMETER. ANCHOR SHALL BE USED 1N PUCE Of METAL WIRE STAPLES. A HOLT. MINIMUM d" REF. MnDOT 3886 3. SLIDE THE FILTER OVER THE FRAME. _ 6g EMBEDMENT _ ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN W000 FIRER BLANKET. 4. FILL THE FILTER POCKETS WITH SOIL, p57 GRAVEL OR EOUIYALENT, THE FILTER POCKETS SHOULD BE COMPLETELY FILLED 70 ENSURE A GOOD SEAL BETWEEN THE GROUND s AND INLET STRUCTURE. - SILT FENCE - - 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS _ No SCALE WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE _ NOT REQUIRED TO COMPLETE INSTALLATION; HOWEVER, - NO SCALE BACK FILLING MAY BE NECESSARY TO COMPLETE - - EXCAVATION REQUIREMENTS FOR THE SITE. SILT -SAVER -_ NO SCALE PLATE STYLE GRATE FOR 48" DIA. OUTLET STRUCTURE SILT -SAVER, INC. NO SCALE - WWw.SILTSAVFR.COM a APPROVED APPNDVFO � 4PPft0VED � 4PPRCVCD OF ry aP nry eP clTr oc y/■�Co STANDARD PLATE NO - ■■(/�/■■ /`fSTANDARD PLATE NO.. • �.. C{/�� STANDARD n PLATE NO. �se STANDARD PLATE N0. SEv10SEc' rl A� Otse 407 50�M4RCN53005 �VV JV2 N�wNfSOiA XIwNL3CTA N E3CTA INNfi JTA r5�° 06,0 �B• 4� 2a n SNAKE BAG 10 ff� DROP INLET p f. p>ri� I t WITH GRATE J J I -TYPE FF (MONO -MONO FABRIC) L BAG FILLED WITH 1.5" CLEAN rt 4" 'SEWER ROCK' OR fi' SLIT SOCK NOTE! !0 IT SOUNTABLE CURS AND •4�? „. GUTTER TO BE FORMED INTO a 6626 TYPE CURB AT CATCH BASIN CASTING. STAKES PLACED BEHIND SILT i SOCK TO PROVIDE ADDITIONAL 1{ � ��" • 11' - � SUPPORT AS NEEDED (DO NOT AN ADOFTIONAL l8-' OF OEOTE%71LE PENETRATE SILT SOCK FABRIC) IS WRAPPED AROUND THE WOOD 2 2"% 4•' AND STAPLED. �L GEO7EXTILE SIZE SHALL BE 10 MIN. TRANSITION 8" MIN- GREATER ON ALL10' MIN- TRANSITION SIDES OF THE INLET COVER. MAX. SLOPE SURMOUNTABLE CURB AND GUTTER -� PLACE CEOTE%TILE UNDER OF 1gg � r, rTOP CURB INLET COVER. (� I- WOOD 2•"%4" EXTENDED J 8" BEYOND GRATE WIDTH � 2" TRENCH -- L ON BOTH SIDES. + t EXPANSION JOINT ALL GEOTE%TILT USED FOR INLET PROTECTION SHALL BE � T EXPANSION JOINT I l k MONOFlUMENT IN BOTH DIRECTIONS. MEETING SPEC. 3865 s = DESIGN GUTTER -1 r SURMOUNTABLE CONCRETE FOR MACHINE SLICED. J CI) BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF TO FEET LINE GRADE f-2 NO. 4 REHABS ON EACH 510E WIMCO'S MAY BE USED IN PLACE OF ABOVE. i FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. _ 6678 tune d: OF CASTING 10 FEET LONG 1N IENGT♦P3 8 E CURB AND GUTTER Lei ALL DROP INLET PROTECTION SHALL BE REMOVED SOCKS SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE -PUFF 70t CUTTER AT � GUTTER TO B618 CURB NO SCALE PRIOR TO WINTER FREEZE- UPSLOPE SIDE INFRONT. + � CURB GUTTER CATCH BASIN MATCH CASTING GUTTER DROP INLET PROTECTION tj SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE No SCALE REMOVED. s ! _ - SILTa SOCK mFRt 4 1 '_ 70' TAPER _I I 10' TAPER - N _ CURB TRANSITION (86241) AT CATCH BASIN - - - NOT TO SCALE APPRCV D CITY OP ^� APPROVED City OP APPROY D � � NPPRCVCD STANDARD PLATE NO.?c n STANDARD PLATE NO � Tv °R STANDARD PLATE N0. � a >tq �se ` O STANDARDPLATEN0. REYlsfo Ise 507 YI ° �se� 508 - 9Evlsr6 OtSe 703 VISE _ G FEB 2009 N�wwea CTA FED r 2009 N!w NcsorA 5-10-0] MINNlfOTA NINNi501'.A E S 5, a b m' u 9 E x eg ^v I N CAM P I ON e Civil Engineering Land Planning I hereby certify that this plan, specification HUNTER HILLS PHASE 3 A�i 1800 Pioneer Creek Center, or report has been prepared by me or DETAILS PROJECT N0: P.O. Box 249 under my direct Supervision and that 2O-O'tG ENGINEERING I am a duiy licensed Professional Eingineer Maple Plain. MN 55359 under the laws ,, the state of Minnesota. TAMARACK LAND—HUNTER HILLS LLC SERVICES, INC. Phone: 763-479-5172 NO. DATE DESCRIPTION Fac 783-479-4242 DATE: REVISIONS E -Mail: mcamplonocarnpianmg.com Martin P. Complain -Uc- 19901 Date: OTSE�O, MN SHEET NO. 23 OF 24 SHEETS 05/18/2021 GALVANIZED GRATE [T-rr7 e 8' LONG HINGES � NON -WOVEN FILTER COVER HIGH DENSITY I WOOD FIBER -1 ADJACENT POLYETHELENE FRAME BLANKET MULCH PROPERTY BASE OF FRAME END OF UPPER BUNKET SHAPED 8 SIZED TO TO OVERLAP BOTTOM _ FIT INLET TOP MnD07 2573 MACHINE SLICED OR END OF BLANKET 57' PREASSEMBL£D BURIED IN 6" DEEP VERTICAL TRENCH TOP VIEW MIN 2 1/2' -ABOVE GROUND OPTION / AS APPROVED 8Y SIDE VIEW THE CITY ENGINEER. 6"%6' EARTH FILL I .� I TYPICAL OR SILT -SAVER UFRAME BOFILTERE HINGED GRATET�� (I 1 NOTE; ' �- PENCE WOOD FIBER BLANKET SHALL 8E PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.3K2 WITH 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF � MATERIAL THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES THE IN STRUCTURE. 1/1" STEEL 6' APRON yg" PLATE SHALL BE OVERLAPPED A MINIMUM OF 6". 4 S' POSTS - 8' MAX. ON CENTER 2. PUCE THE FRAME ONTO THE INLET STRUCTURE. MINIMUM 2' PENETRATION PLASTIC OR WOOD BIODEGRADABLE STAKES OR STAPLES ENSURING PROPER SEATING OF FRAME TO STRUCTURE. 1 5�2 � 7/2" DIAMETER. ANCHOR SHALL BE USED 1N PUCE Of METAL WIRE STAPLES. A HOLT. MINIMUM d" REF. MnDOT 3886 3. SLIDE THE FILTER OVER THE FRAME. _ 6g EMBEDMENT _ ECOSTAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASTEN W000 FIRER BLANKET. 4. FILL THE FILTER POCKETS WITH SOIL, p57 GRAVEL OR EOUIYALENT, THE FILTER POCKETS SHOULD BE COMPLETELY FILLED 70 ENSURE A GOOD SEAL BETWEEN THE GROUND s AND INLET STRUCTURE. - SILT FENCE - - 5. BACK FILL AROUND THE FRAME AND FILTER ASSEMBLY IS _ No SCALE WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE _ NOT REQUIRED TO COMPLETE INSTALLATION; HOWEVER, - NO SCALE BACK FILLING MAY BE NECESSARY TO COMPLETE - - EXCAVATION REQUIREMENTS FOR THE SITE. SILT -SAVER -_ NO SCALE PLATE STYLE GRATE FOR 48" DIA. OUTLET STRUCTURE SILT -SAVER, INC. NO SCALE - WWw.SILTSAVFR.COM a APPROVED APPNDVFO � 4PPft0VED � 4PPRCVCD OF ry aP nry eP clTr oc y/■�Co STANDARD PLATE NO - ■■(/�/■■ /`fSTANDARD PLATE NO.. • �.. C{/�� STANDARD n PLATE NO. �se STANDARD PLATE N0. SEv10SEc' rl A� Otse 407 50�M4RCN53005 �VV JV2 N�wNfSOiA XIwNL3CTA N E3CTA INNfi JTA r5�° 06,0 �B• 4� 2a n SNAKE BAG 10 ff� DROP INLET p f. p>ri� I t WITH GRATE J J I -TYPE FF (MONO -MONO FABRIC) L BAG FILLED WITH 1.5" CLEAN rt 4" 'SEWER ROCK' OR fi' SLIT SOCK NOTE! !0 IT SOUNTABLE CURS AND •4�? „. GUTTER TO BE FORMED INTO a 6626 TYPE CURB AT CATCH BASIN CASTING. STAKES PLACED BEHIND SILT i SOCK TO PROVIDE ADDITIONAL 1{ � ��" • 11' - � SUPPORT AS NEEDED (DO NOT AN ADOFTIONAL l8-' OF OEOTE%71LE PENETRATE SILT SOCK FABRIC) IS WRAPPED AROUND THE WOOD 2 2"% 4•' AND STAPLED. �L GEO7EXTILE SIZE SHALL BE 10 MIN. TRANSITION 8" MIN- GREATER ON ALL10' MIN- TRANSITION SIDES OF THE INLET COVER. MAX. SLOPE SURMOUNTABLE CURB AND GUTTER -� PLACE CEOTE%TILE UNDER OF 1gg � r, rTOP CURB INLET COVER. (� I- WOOD 2•"%4" EXTENDED J 8" BEYOND GRATE WIDTH � 2" TRENCH -- L ON BOTH SIDES. + t EXPANSION JOINT ALL GEOTE%TILT USED FOR INLET PROTECTION SHALL BE � T EXPANSION JOINT I l k MONOFlUMENT IN BOTH DIRECTIONS. MEETING SPEC. 3865 s = DESIGN GUTTER -1 r SURMOUNTABLE CONCRETE FOR MACHINE SLICED. J CI) BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF TO FEET LINE GRADE f-2 NO. 4 REHABS ON EACH 510E WIMCO'S MAY BE USED IN PLACE OF ABOVE. i FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. _ 6678 tune d: OF CASTING 10 FEET LONG 1N IENGT♦P3 8 E CURB AND GUTTER Lei ALL DROP INLET PROTECTION SHALL BE REMOVED SOCKS SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE -PUFF 70t CUTTER AT � GUTTER TO B618 CURB NO SCALE PRIOR TO WINTER FREEZE- UPSLOPE SIDE INFRONT. + � CURB GUTTER CATCH BASIN MATCH CASTING GUTTER DROP INLET PROTECTION tj SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE No SCALE REMOVED. s ! _ - SILTa SOCK mFRt 4 1 '_ 70' TAPER _I I 10' TAPER - N _ CURB TRANSITION (86241) AT CATCH BASIN - - - NOT TO SCALE APPRCV D CITY OP ^� APPROVED City OP APPROY D � � NPPRCVCD STANDARD PLATE NO.?c n STANDARD PLATE NO � Tv °R STANDARD PLATE N0. � a >tq �se ` O STANDARDPLATEN0. REYlsfo Ise 507 YI ° �se� 508 - 9Evlsr6 OtSe 703 VISE _ G FEB 2009 N�wwea CTA FED x■ r + DRIVING DRIVING UNEP 2' 0" RAO. -. RA1stD !SEE NOSE IS_ E _ E SEE NOSE WE DETAIL I DETAIL (0 RADIus AS DRIVING UNE --- `II 1 DRIVING REouueED + CASE I PUN VIEW CASE11 USE PREFORMED (-8 �C i -D - PUN VIEW r - - JOINT rILLER IN B" AREAS ADJACENT TO CONCRETI ! A Z � p "9 under the Iowa of the State of B" L- -- I._BL`C L`D CASE I CASE I NOSE DETAIL NOSE DETAIL PLAN VIEW SEE CASE I FOR DIMENSIONS tOP OF 5.0" (6' CVRB) FINISHED PAVEMENT •{' (1' CURS TOP IFt'ARIFS 2" RAD- YARKS ��+ �� • - ` SVRkf CEL SECTION A -A RIES YARNS SECTION B-8 SECTION C -C R f YN. •4.-i ---T NOTES: ` n CAlSLOPENG GUTTER UNE fC H C PLUS (+7 MEDIAN OR CURB HEIGHT L DIRECTION TOP OF SECTION D -D CUTTER, IF REQUIRED FINISHED VARM 'I�p IABLE MEDLAN CR CURB HDG PAVEMEM -}A {"CUkB TOP OF _,S FE SAME AS MEDIAN OR CURB $URTACE I OBD 5 PROVIDE ONE 6. 1C 6" OPENING IN MEDIAN U FOR SIGNING IF REQUIRED. b_';'PAID FOR AS CONCRETE WALK. INCLUDES CUTTER IF RECUIRED SECTION E -E CONCRETE APPROACH NOSE DETAIL nn 5CalE APPRG4E0 CITY 0e Otse o STANDARD PLATE NO. 708 �1' Od6 ff:Il v1[93 FFB 2009`- NINNafou DESIGN V Nal at nI tE4. ry v9`At,F �/ POUR CONCRETE 5Y,bF',7 taj' . COLLAR AROUOUNDDFES FES.• TO ANCHOR BLOCKS CONCRETE BLOCK-,-1.0'1� S F C-=`.- �tti( •••N��r OEOTE%TILE FABRIC (i1 SEC. B -B BLOCK SHALL BE BACKFILLED 1 W/TOPSOIL ^_� � fpr �A�y'"�S •.. �% �, B �--,� DIMENSION E IS GIVEN ON 2' Y�f�•t�-A l,4 S STD. PL 3100 & 3110. CgaIf_: '•=9 NMc+eta+J e IST ROW OF BLOCK SHALL BE KEYED" IN 2' AT TOP AND �-�.� :✓'.:�=.. ALONG EDGES B %= J USE EOUFV. D FOR PIPE ARCH (SEE STD. PL, 3110 FOR EQUIV. D) i 1.0'Q CONCRETE BLOCK i tlM2 0.041 1]b O+li 40519 10.9 w, n06i9 I%, GEOT X II.E FABRIC 1FABRIC�' SEC A -A ARTICULATED CONCRETE BLOCK SHALL BE A HANDPUCED INTERLOCKING CONCRETE BLOCK SYSTEM, CABLE CONNECED CONCRETE BLOCK MAT, OR APPROVED EOUAL 10 FOR PIPES GREATER THAN OR EQUAL TO 48"• USE 2.0' (Z) GEOTEXTILE FABRIC PER Mn/DOT SPEC. 3733. FABRIC SHALL BE OVERSIZED A MINIMM OF 12" AND COVER THE ENTIRE AREA UNDER THE BLOCK MAT AND EXTEND UNDER THE CULVERT APRON 3 FEET. (,)3 IF A CABLE CONCRETE SYSTEM IS USED, MULTIPLE MATS MUST BE TIED TOGETHER PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDING BEYOND THE FINISHED EDGESSHALL BE CUT FLUSH TO THE BLOCK. ARTICULATED CONCRETE BLOCK AT R.C.P. OUTLET No WAS APPROVED 0NINCITY OF J O STANDARD PLATE NO. O DESIGN V I"OHMIC_ L. OI,"N: cavc6crL to. It cotetit A'+' Z'14[i 51tix�A -,0. qr -_ e " PIAN VTE-N OF PERPEJIO7U1.AR F.ALIP PL414 v_EN J- 9iAC0::nl PP.14" fA BnST alne'ren � s��c _ y - D t « el ] 9 S r - '- L} C 11 8s \ 2. 1. r.ON I.Irlin � ...w, �.I•Y0,{ � _ ` s SE-t-ICIJ A- L9.a 4 L tA: 16 r-.. '/•A'i � 'L"_= t' ms M r' P+TN 5r 1PArl '. Sart, p+-Sa.OJt 3}T]'r IAt.9'I +� elo it• pA9 ft :rT 9.OK a. i n.,Yn ar tt -'O41F SP�Cti1G -y E� TlI" % 6LC Ngf 14 5iN Nf _ DDA :R� I 1'0 KJ I x n "6"F""'-- L A I DII -I H SP <'TI a. A It rNJ - 4 _-.- .. 1- e[a " rr A, 111 1- :A vyiM1 6 , d.0 - Iit4t8 F--• cc A Y I. sm Al -. 1M' T•A r - .our A «�-x fA�eE n m a A c a Irs " vNE-? W .: K .,{; to SR•T.4a: W inAL. 8n.ir . C ?� vNCi OS. Af ,PP Iif 0 1 it rR'A S 1 +W' - IaI Y :I- [- SfIfl.rt J4 A'.r r'CJC 1 f -' ,1K t PCt'S9 0- 1Cr K 1NEP J,n !,TI Men A4CQ2 UWt Am 14.JG bL 1M J A1C .. ie' w." IIA V I mai Aa VtnaN sTrr USL G. ACL L DLC .T -1 Rr,IrL, L»ur,[A LC LvY " 1 A a 3l , :A CLHA. 8.44 { , -I az AMrrlu ,`.liv U" a Ir L,•.;L LK9Lit, M 1H :.•Y_ fic -b ATI. -T.•+ .N X91 vOn �OI:ACn IIU+ti� - K, D.- IN - .:,-, Otn f Ir9 I i --EL '[ "•6. J II V 01 1 ` u ' .� vy. •nn .. c A 9 r.'• + s wrc.n «a«'. tl ave IA..'.-, ra .,1 .nux... a �' :e ti a.[. . r IK cl K na--A[ �u 11. WK aala ➢'+t. 9L'?, IrJIT -Ultr �1 Pifr -,1•t[�1, •-.a f.P WY'_I -.¢ tOJasNt-L4{u:i :5 nor av: % ,r,u[1-11. nnA wu su1 k i '4•`v G' J ID EIbV P• ft.f. •rN ii' W,:il 0+`J14111 IM Llll ItV , e•E='a d rw _ i01 Y(O•H -.. I S"LPIL D ,i Al .app . STREET SIGNS BP.ACKET$ ,+ . AS DIRECTED-� BY ENGINEER SECONDARY SIGN W^ z� POST SHALL BE PLACED IN A 12" DIA. X 2' DEEP HOLE FILLED WITH CONCRETE FURNISH AND INSTALL NEW SIGNS SIGN SIGN COLOR SIZE COMMENTS NUMBER Umy direct supervision and P.O. B.K 249 Maple Plain, MN 55359 Iam a duly licensed Proteeeionad Phone: 763-479-5172 under the Iowa of the State of Fax 763-479-4242 E -MDR: mwmplonOcanpioneng.com Martin P. Campion RI -1 STOP I 30'N 30" ON RED ... H,t`� AaJ+cTNr is STREET NAMEWHITE 9" PLATES ALL INTERSECTIONS �1' Od6 ff:Il v1[93 a GN GREEN DESIGN V Nal at nI tE4. M N CAMPION ENGINEERING SERVICES, INC NOTES: POSTS SHALL BE CYLINDRICAL TUBE STEEL POSTS. THE POST SHALL BE 12' LONG, WITH 2-3/8" OD, 12 GAUGE COLD ROLLED GALVANIZE STEEL MEETING ASTM A-4,16 GRADE A. SIGN BASE MATERIAL SHALL BE ALUMINUM. THE STREET NAME SIGNS SHALL BE NOTCHED AND MOUNTED IN AN CA50 BRACKET AND PLACED ABOVE THE STOP SIGN. 5TRECT NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC RETRORErLECPvc SHEETING (ASTM TYPE IV). STOF SIGNS SHALL HAVE DIAMOND GRADE VIP P.ETROREFLECTIVE SHEETING (ASTM TYPE IK). SIGNS AND INSTALLATION OF SIGNS SHALL BE IN ACCORDANCE WITH THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" %�i.Se AO ��NINN((B,,f OTA me or that Engineer Minnesota. STANDARDPLATENO. 0 • Civil Engineering a Land Planning I hereby certify that this plan, s f W +^ NA8 or report has been prepared by 1800 Pioneer Creek Centel-, Umy direct supervision and P.O. B.K 249 Maple Plain, MN 55359 Iam a duly licensed Proteeeionad Phone: 763-479-5172 under the Iowa of the State of Fax 763-479-4242 E -MDR: mwmplonOcanpioneng.com Martin P. Campion -Ala. 19901 Date: 0 Ot, P• 1 4 '_- f W +^ NA8 sMc uoc ,S w wA • /�4s1[ REVERSE SLOPE GUTTER SECTION IiDa9s N.r sf IniFo 1 .� NW,IWr.L OWE DESIGN 8 r -V2 R re 1^ R p. W cae{ LA f^ A. NOTES: ... H,t`� AaJ+cTNr is PlaoaPi°iwc«.°u: eA•KNs[. se[ 01.+0x«0 -I. -TIM IONMWRN IR[+/1 +~ �1' Od6 ff:Il v1[93 a MR, T, 11 ai`It.` a`iiP"iiriaD°rY[ Ic tAW DESIGN V Nal at nI tE4. DESIGN B carcicrt carPcIt E IT cw[I¢rE t En SB:. ;;sa =g $_.::ay Ge: ^.'Btl¢gC CgaIf_: '•=9 NMc+eta+J e tlM2 0.041 1]b O+li 40519 10.9 w, n06i9 I%, N1O 0.^.rq iY+ 8+% 0-0AS! il.l 4 A" I1-ir1•' 8W, 0 + IIA 9.-4- 1I; 862+ QC{90 N,5 " •' a V,i3 I .. W. _1 Lit 882+ 0.01+3 9w 0.etNB il.f 86% 0-0F6 11-0 9 9"5N{ 16-0I6" 8911 003}i Lia 6418 0-046! !Y0 B9N n0ii3 12.4 P:10 0.�eel 1LJ 89A OJJf91 10.1 IA s•ln^ u -9n" mmt n.9M9 Lea a aa9r 1 + Raz+ RJwkS w Noss ann rta DA% .IOn Le Y DESIGN V I"OHMIC_ L. OI,"N: cavc6crL to. It cotetit 3111 -, ,y >Y S uIC3 uL't zY� �>•"a 6 1t -let" WL2 0.0196 ww OA M IAN v+% ¢08tH Dan•• w ia* __ Han•• ve�z o.Iw� a.� a mxl x*a i..9 wlA w nl s2w V6% Pa{99 ua f 4^ I4.vo• v9R P.wn PS HI8 0.05{0 lit vs1� O.a6� tAa 'n10 OAT% i1A v9M O.OfD. ILI 10 6" lia:8•• VIDM O.OAei 10.4 YIOIb O.X_aS 165 VtGA O-0i0J IAS v103] 0.081 ti.A v 19 10.9 tw+4ucD UaRCH IL 1999 StffE a M1NE90tA SKCIf LCA110N I STANDARD DLF•ARINE I OF 1AANSA.1ATiW .REN PLATF Na CONCRETE CURB AND GUTTER ml P.."i.nI aC*nc-It Otswr [icI- DESIGN B AND DESIGN V 7100H 3" x 3" OPENIN (MIN OUTLET PIPE NOTES: 1. PROVIDE POURED CONCRETE INVERTS. 2. GROUT LIFT HOLES. 3. SEE PLAN FOR ELEVS. GROUT ALL DOGHOUSES, PLASTER OUTSIDE WITH 6" COLLAR, STRIKE INSIDE LEAN GRATE -1/2" STAINLESS TEEL ANCHOR OLTS AND r x 4" 4" CUPS J"x1-}"SS FLAT BAR RING ECE POND SKIMMER GRATE, HOT -DIP GALVANIZED HWLHWLfKL 6-9" E 60" 5" MIN. d 30" OUTLET PIPE 12" INV = [E] A TI 6" PRECAST BASE WITH 2" LEAN GROUT OR 8" POURED SLAB ON 6" COMPACTED AGGREGATE BASE 30" INLET PIPE RC PIPE INLET W/ TIED JOINTS POND OUTLET CONTROL STRUCTURE - OCS 1 HUNTER HILLS PHASE 3 DETAILS TAMARACK LAND -HUNTER HILLS, LLC OTSEGO, MN SHEET NO. 24 OF 24 SHEETS 20-042 )5/18/2021