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ITEM 3.1TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP ITEM 3.1 RE: Otsego — Hansen Heights; Revised Preliminary Plat/PUD-CUP REPORT DATE: 10 July 2019 ACTION DATE: 10 August 2019 TPC FILE: 101.02 BACKGROUND VHF Investments, LLC received preliminary plat approval from the City Council on 22 April 2019 for a proposed development of 117 single family lots on 87.09 acres located east of Odean Avenue between 75th Street and 70th Street (CSAH 38). The developer has an agreement to incorporate an additional 5.00 acres located at 7330 Odean Avenue owned by Daniel and Susan Oelke into the development that will provide an increase of 6 lots from the approved preliminary plat for a total of 123 lots. The proposed incorporation of the additional parcel as part of the development requires consideration of applications for a Zoning Map amendment, PUD -CUP, revised preliminary plat, as well as vacation of existing drainage and utility easements and public right-of-way. A public hearing to consider the applications has been noticed for the Planning Commission meeting to be held on 15 July 2019. Exhibits: • Site Location Map • Hansen Heights development plans dated 06/06/19 (36 sheets) • Landscape Plan dated 03/26/19 (7 sheets) ANALYSIS Subdivision Design. The revised preliminary plat incorporates the 5.00 acre parcel with changes to the central portion of the development. The number of lots within the revised preliminary plat is increased by 6 from 117 lots to 123 lots (including 2 existing dwellings that will remain). The alignment of Odell Avenue is changed to provide for a three-way intersection at 73rd Street that will serve to reduce speeds for north -south traffic. The intersection of 73rd Street with Ohland Avenue has also been revised to introduce a longer curved section and improved alignment of the streets at the intersection. Lastly, 74th Street between Odean Avenue and Odell Avenue has been shifted slightly south to allow for deeper lots on both sides of the street. The changes to the street layout improve the overall quality of the subdivision design. Zoning. The property to be included within the revised Hansen Heights preliminary plat is zoned A-1, Agriculture Rural Service District consistent with the polices of the 2012 Comprehensive Plan guiding that rural land uses be maintained as interim until a property is rezoned to allow for development planned by the Future Land Use Plan. The proposed development requires consideration of a Zoning Map amendment rezoning the subject site to R-4, Residential Urban Single Family District, which allows single family dwellings as a permitted use. A PUD -CUP is also being processed with the preliminary plat to allow for a modification of certain lot requirements. Consideration of the Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the following criteria established by the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The 2012 Otsego Comprehensive Plan includes the subject site within the East Sewer District and guides the area for low density residential uses at 3.0 dwelling units per acre or less. The gross density of the proposed 123 single family lots is 1.33 dwelling units per acre and net density is 2.33 dwelling units per acre. The proposed subdivision of single family lots served by sanitary sewer and water utilities is consistent with the 2012 Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The property to be incorporated as part of the preliminary plat is surrounded by the approved preliminary plat on three sides. The overall preliminary plat of Hanson Heights is surrounded by the following existing and/or planned land uses shown in the table below. Direction Land Use Plan Zoning Map Existing Land Use North LD Residential R-4 District Single family homes (Crimson Ponds West) R-5 District Single family villa homes (Crimson Ponds West) East LD Residential R-5 District Lefebvre Creek Greenway (Boulder Creek) A-1 District Rural single family homes South LD Residential R-3 District Single family homes (LIN -BAR Estates) West LD Residential A-1 District Rural single family homes Undeveloped R-3 District Rural single family lots (LIN -BAR Estates) 1A The proposed single family lots within the revised Hansen Heights preliminary plat are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The revised preliminary plat provides for transitional lots with greater width and area as required by the Zoning Ordinance as a transition to the R-3 District lots within LIN -BAR Estates. The proposed development will be compatible with the existing and planned land uses in the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code, Comment: The proposed preliminary plat will comply with all applicable development regulations except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via 75th Street and Odean Avenue. Intra - neighborhood street connections to LIN -BAR Estates also provide access to 70th Street (CSAH 38). The 2012 Transportation Plan designates 75th Street and Odean Avenue as residential collector streets, whereas 70th Street (CSAH 38) is designated as a minor arterial roadway serving regional transportation needs. These roadways have adequate capacity to accommodate the traffic that will be generated by the homes within the preliminary plat. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District where the City anticipates provision of services in support of urban development as guided by the Future Land Use Plan; the proposed preliminary plat can be accommodated by existing City services. Access. The preliminary plat is accessed from Odean Avenue and 751h Street, which are designated by the 2012 Comprehensive Plan as residential collector streets. Section 10-8-5.B.4 of the Subdivision Ordinance requires that access collector streets be spaced at least 500 feet apart. The access to Odean Avenue is 735 feet south of 75th Street. The access to 751h Street is aligned with Odell Avenue to the north within Crimson Ponds West 500 feet east of Odean Avenue. The location of the accesses to 75th Street and Odean Avenue comply with the requirements of the Subdivision Ordinance. The proposed preliminary plat is also accessed by extension of streets from temporary dead - ends within LIN -BAR Estates at Odell Avenue and 7111 Street. These connections to existing local streets provide for access to Odean Avenue and 70th Street (CSAH 38). Wright County has begun reconstruction of 70th Street (CSAH 38) between Odean Avenue and Quaday Avenue. 3 The existing intersection at Ogren Avenue and 70th Street (CSAH 38) will be improved with a right turn lane for west bound traffic as part of the Wright County project. Based on Wright County spacing guidelines, the access to 70th Street (CSAH 38) at Ogren Avenue will likely be restricted to right-in/right-out only at such time in the future as traffic volumes on CSAH 38 dictate expansion to a 4 lane divided roadway. The preliminary plat also provides for street extension through the 2 rural parcels to the east of the subject site to the north of 701h Street (CSAH 38). These street connections will provide for future access to 70th Street (CSAH 38) at the intersection within Boulder Creek. This intersection is planned to be a full access intersection with Packard Avenue south of 70th Street (CSAH 38) to be realigned to this location at such time as the land south of the roadway develops. The multiple access points available to the proposed preliminary plat to adjacent collector and arterial streets will allow for disbursement of traffic generated within the neighborhood, provide connections between neighborhoods, and insure emergency vehicle access. Lot 5, Block 1 (Phase 3) is the remainder of the 5.00 acre parcel incorporated within the revised preliminary plat that includes the existing single family dwelling. The existing single family dwelling is to remain and will maintain the existing driveway accessing to Odean Avenue. The revised preliminary plat indicates the potential to subdivide Lot 5, Block 1 (Phase 3) into 4 single family lots. The two potential west lots do not have access to an interior local street and would require access to Odean Avenue. Approval of the revised preliminary plat will include a condition that future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway to Odean Avenue to access not more than 2 lots. All other lots (specifically the two easterly lots) would be required to access Odell Avenue. The preliminary plat also provides for future street connections to the exception parcel at the northwest corner of the plat to allow for future resubdivision. The preliminary plat does not extend a public right-of-way through Block 1 to the 2 lots at the southwest corner of the development. These lots are each approximately 1 acre in area. The dimensions of these lots limit the ability to extend a City street with a cul-de-sac turnaround for access that would allow for potential resubdivision. Also, neither parcel could be further subdivided without assembling both lots and removing the existing principal and accessory buildings. Right -of -Way. The preliminary plat provides for dedication of right-of-way for the south half of 75th Street and east half of Odean Avenue abutting the subject site for 80 feet of right-of-way for these existing streets. Local streets interior to the preliminary plat are provided with a 60 foot right-of-way. The proposed rights-of-way for City streets is consistent with the requirements of Section 10-8-5.B.1 of the Subdivision Ordinance. The preliminary plat provides 75 feet of right-of-way for the north half of 70th Street (CSAH 38), which is subject to review and approval of Wright County. 4 Right-of-way was dedicated with the plat of Hidden Haven to the east of PID 118-180-000010, which is a parcel within the preliminary plat. The existing right-of-way is to be vacated as part of the current application as it serves no public purpose based on the proposed subdivision design. Streets. The proposed lots are to be accessed by local public streets. The proposed local streets are to be 28 feet wide with concrete curb and gutter within a 60 foot wide right-of-way. A 5 foot concrete sidewalk is provided on 1 side of all streets. Street names will be established at the time of final plat approval in accordance with Section 10-8-10.13.13 of the Subdivision Ordinance and the Wright County grid system. All street designs and construction plans are subject to review and approval by the City Engineer. Lot Requirements. The R-4 District establishes the minimum lot requirements shown in the table below. The lots abutting existing 1 acre lots zoned R-3 District within LIN -BAR Estates are subject to the lot requirements of the R -4A District in accordance with Section 11-66-8 of the Zoning Ordinance. The R-4 District lots all exceed the minimum lot area, width and depth requirements of the Zoning Ordinance. The proposed R-4 District lots north of 72"d Lane and east of Ohland Avenue and the R -4A District lots abutting LIN -BAR Estates meet the minimum area width, and depth requirements, but not the minimum depth requirement. These lots are proposed to be a minimum of 135 feet deep, which is to be accommodated through approval of a PUD -CUP. The subdivision design for these lots are consistent with the intent of the transitional lot requirements to minimize the number of urban lots abutting the existing 1 acre lots to the south. Landscaping. Section 11-19-2.13.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot or a total of 232 trees for the proposed preliminary plat (not including the lot platted with the existing house). The developer has submitted a landscape plan that illustrates trees along the street boulevards with a note that 1 tree will be installed by the builder for each lot. The City allows trees to be planted in the boulevard in R-5 or R-6 Districts where the 25 foot front yard setback limits area in the front yard for a shade tree. The 35 foot setback within the R-4 District is sufficient for a tree to be located within the front yard Lot Lot Lot Setbacks Area Width Depth Front Side Rear 75th St. Wetland Odean Ave. 70th St. Lots except Interior 12,000sf. 75ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 100ft. in row below L1, 131(3) Interior 18,000sf. 100ft. 150ft. L1-10, B5(3) Corner 130ft. L1-4, B4(4) L3-6, 65(4) The R-4 District lots all exceed the minimum lot area, width and depth requirements of the Zoning Ordinance. The proposed R-4 District lots north of 72"d Lane and east of Ohland Avenue and the R -4A District lots abutting LIN -BAR Estates meet the minimum area width, and depth requirements, but not the minimum depth requirement. These lots are proposed to be a minimum of 135 feet deep, which is to be accommodated through approval of a PUD -CUP. The subdivision design for these lots are consistent with the intent of the transitional lot requirements to minimize the number of urban lots abutting the existing 1 acre lots to the south. Landscaping. Section 11-19-2.13.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot or a total of 232 trees for the proposed preliminary plat (not including the lot platted with the existing house). The developer has submitted a landscape plan that illustrates trees along the street boulevards with a note that 1 tree will be installed by the builder for each lot. The City allows trees to be planted in the boulevard in R-5 or R-6 Districts where the 25 foot front yard setback limits area in the front yard for a shade tree. The 35 foot setback within the R-4 District is sufficient for a tree to be located within the front yard outside of the public right-of-way. The landscape plan is to be revised to indicate that the builder will install 2 trees per lot at the time of construction within the yard of each lot. A landscape buffer yard is required to be provided within the yards abutting 75th Street, Odean Avenue, and 70th Street (CSAH 38) in accordance with Section 11-19-3.B of the Zoning Ordinance. The landscape plan provides for installation of the required buffer yard with a mix of evergreen and deciduous trees. The types of proposed trees are appropriate and the sizes of trees to be planted in accordance with the landscape plan complies with Section 11-19-2.13.3 of the Zoning Ordinance. Park and Trail Dedication. The Future Parks and Trails System Plan included in the 2012 Comprehensive Plan does not identify acquisition of park land from the subject site. The City has developed the Lefebvre Creek Greenway from 75th Street east through the Boulder Creek development to Palmgren Avenue. The developer will dedicate Outlot A (Phase 1) to the City that includes Lefebvre Creek and wetlands below the ridgeline along the east portion of the development. Deeding this parcel will not be credited for park and trail dedication purposes and these requirements for the preliminary plat are to be satisfied by payment of a cash fee in lieu of land calculated on a per lot basis at the time of final plat approval. The City will utilize Park Dedication funds to construct a trail from Ohland Avenue through Outlot A (Phase 1) to the Lefebvre Creek Greenway providing park access to the proposed development, as well as LIN -BAR Estates. Grading Plan. The developer has submitted grading and drainage plans for the proposed preliminary plat. There are wetlands Outlot A (Phase 1) which will be preserved by dedication of the outlot to the City. Outlot A (Phase 1) and the Outlot A (Phase 2) are to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. All grading, drainage, erosion control issues, and any wetland impacts are subject to review and approval by the City Engineer. Utility Plan. The developer has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed lots. The developer will be required to pay the Sewer and Water Availability Charges in effect at the time of final plat approval. All utility plans are subject to review and approval of the City Engineer. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all lots and over stormwater facilities as required by Section 10-8-12.A of the Subdivision Ordinance. Existing drainage and utility easements dedicated with the Hidden Haven plat no longer serve a public purpose and will be vacated. All drainage and utility easements are subject to review and approval of the City Engineer. Environmental Review. Minnesota Rules 4410.4300, Subd. 36.A requires that an Environmental Assessment Worksheet (EAW) be prepared for any land use conversion involving 80 acres or more. Although the gross area of the subject site is 92.40 acres, only 69.3 acres will be converted to urban use by development of the preliminary plat. An EAW is not required for the proposed preliminary plat. Phasing Plan. The developer has submitted a proposed plan for phasing development of the subject site summarized in the table below and the attached plan set. Each phase will require approval of a final plat with the timing of each phase determined by market conditions. The City guarantees access to sewer and water capacity only for developments that have received final plat approval and executed development agreements to pay for these utilities. Phase # of Lots 1 27 2 33 3 38 4 25 RECOMMENDATION The revised preliminary plat for Hansen Heights is consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions outlined below. POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-1 District to R-4 District based on a finding that the request is consistent with the criteria outlined in Section 11-3-2.1' of the Zoning Ordinance. B. Motion to deny the application based on a finding that the request is not consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. C. Motion to table. Decision 2 — Vacation/PUD-CUP/Preliminary Plat A. Motion to recommend City Council approval of a vacation of existing drainage and utility easements and a revised preliminary plat/PUD-CUP for Hansen Heights, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 7 2. Lots within the preliminary plat shall be subject to the following requirements: Future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway meeting the requirements of Section 11-21-7 of the Zoning Ordinance to Odean Avenue to access not more than 2 lots. 4. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 6. Outlot A (Phase 1) and Outlot A (Phase 2) shall to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 8. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 9. All utility issues shall be subject to review and approval of the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual. Lot Lot Lot Setbacks Area Width Depth Front Side Rear 75th St. Wetland Odean Ave. 70th St. Lots except Interior 12,000sf. 75ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 100ft. in row below L1, 61(3) Interior 18,000sf. 100ft. 135ft. 1-1-10, 65(3) Corner 130ft. 1-1-4, 134(4) 1-3-6, 135(4) Future subdivision of Lot 5, Block 1 (Phase 3) shall be allowed to maintain 1 driveway meeting the requirements of Section 11-21-7 of the Zoning Ordinance to Odean Avenue to access not more than 2 lots. 4. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 6. Outlot A (Phase 1) and Outlot A (Phase 2) shall to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 8. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 9. All utility issues shall be subject to review and approval of the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Henry Hansen, VHF Investments, LLC Scott Dahlke, Civil Engineering Site Design Oj J= ° %�!� I L_ J 111 L!/��,_. ,,r,�Er:.r� ua, Lit Li 05.OQ284204 ' `IA 74TH ST NE µ ,,I, 18_0000010 w w 7r2�'D ST NE 73RD�S�T NE 'w 7r1,S�T S]T NE LU - 70TH€ST NEof Vlv 38 ; 7 - ; Oelke Parcel - -'- s7AHi[C.�RiN Approved �-- Preliminary Plat w W p 118500333101 W 118500343100 OQ 62ND ST NE - p -� III, �,' � 118500333300 Q _ µ_ 60THfSiUNE. 1,519k-- I - -ii�, r�,} 114800042100 - KIiT50H ROSEAU HAKE OF VAR. HA LL KOOCHICHIIIO PENH x4iox RELiRP III RE —E COON AKF POLK � rtnacA sr. Loins IIOR V.AH OV EH � GIAY OECHER � Y AITNIN CROW CARLTOII WU,G UIIEH TAIL 4 TODD S\l OR1H} UG:A MOO RIROX s[f _� ,Itf POPE RTEAHN9 f� R4VSEY Cl4> u MINNESOTA HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT OTSEGO, MN WRIGHT COUNTY 5\lt S ��, I��U �� 1 Iii•IJ' y�i 1 I 1� PROJECT LOCATION ♦ r OTSEGO, MN INDEX OF CIVIL SITE DRAWINGS: CLIENT. VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238.1610 V LOCATION PLAN W C1.0 aZiT �a N tL 3b�v -E$ a v' ' u „oY�3 nje o GRADING AND DRAINAGE PLANS O C O m U i^ a W W 0Lu Q m f W C5.1-05.2 o o C6STORM a 2Z C7.1 -C7.3 DETAILS Project Location e LOCATION PLAN ��•a C1.0 aZiT DoE N C1.1 3b�v -E$ p Z�Imm v' ' u „oY�3 nje o GRADING AND DRAINAGE PLANS �� W o0i ro1o yoR m U i^ a V) ro C5.1-05.2 ,Z,ya u P r Is $ E o C6STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS Project Location G m � II � U a� CL CL w a � p � 0 rn o V) 0 (o 0 Lo N Orz m m W 2 = O Y O c� U FILE NO. 00715 COPROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS SANITARY AIJD WATER UTILITY PLANS co3.1-C3.7 /`/ C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS Project Location /Ii7E1rT/_'Tm - - -- _�„� IC�glll�il111�f11f� 7tltll�7pllldl 1 " I I Lr`�-r!'Fh ES1A iC5 I r � 1 I I I i I I I II 11 I I I , 7217d Strut I 1 I I I I I 11 ' II I 7/5 I- •�E5 . I I I I I 0P� I I I ` 7/5t Street �--- I I I I I - - COUND'ROAD--5b- (7Qth Street - co Street II I I I I I CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55448 HENRY HANSEN (783) 238.1810 INDEX OF CIVIL SITE DRAWINGS: CO C1.0 C1.1 -C1.7 C2.1 -C2.7 C3.1 -C3.7 C4.1 -C4.7 C5.1-05.2 C6 C7.1 -C7.3 PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN PRELIMINARY PLAT GRADING AND DRAINAGE PLANS SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS STREET PROFILE PLANS STORM WATER POLLUTION PREY. PLAN DETAILS FILE NO. 00715 C1.0 Overall Layout and Phasing Plan 0 - 150 300 450 ~ ` GRAPHIC SCALE IN FEET cof/�� PROJECT LOCATION f' Z Q PART OF SE} OF SECTION 28, TOWNSHIP = LU m . .0 � Z Q 121, RANGE 23, z W a O O -r a AND PART OF SWJ OF SECTION 27, = O C } O TOWNSHIP 121, RANGE 23, Q = \\ 1 WRIGHT COUNTY, MINNESOTA. 7 I Z 5 '1 LU C Q JUj GROSS AREA Z a O > ' 92.40 ACRES Q Z 0 O PROPOSED LOTS LIJ r I EXISTING HOME LOTS = 2 NEW HOME LOTS = 121 TOTAL PROPOSED LOTS = 123 LOTS e PHASE 1 = 27 LOTS Yoh e:° § n V I PHASE 2= 33 LOTS* g y $•� N y bN PHASE 3 = 38 LOTS* " ° L ` PHASE 4 = 25 LOTS -s-6 d -cb i $ • / *EXISTING HOME LOT: L1, B6, 2ND ADDN *EXISTING HOME LOT: L5, B1, 3RD ADDN E F W 1 I �m u �% aea�5 �IWR. �n m3 o I� v -----I It 4 m m n INDEX OF CIVIL SITE DRAWINGS: CO C1.0 C1.1 -C1.7 C2.1 -C2.7 C3.1 -C3.7 C4.1 -C4.7 C5.1-05.2 C6 C7.1 -C7.3 PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN PRELIMINARY PLAT GRADING AND DRAINAGE PLANS SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS STREET PROFILE PLANS STORM WATER POLLUTION PREY. PLAN DETAILS FILE NO. 00715 C1.0 Overall Layout and Phasing Plan I EXISTING P.I.D. # PROPOSED LOTS N c LEGEND PAGE LAYOUT: WETLAND DELINEATIONCLIENT:118-500-284-401 EXISTING HOME LOTS = 2 RrAR -E 118-180-000-010 NEW HOME LOTS = 121 INFORMATION PROVIDED BY: VHF INVESTMENTS 118-500-284-204 TOTAL PROPOSED LOTS = 123 LOTS AG WETLAND SERVICES, INC. Existing Tree Line 118-500-284-200 - C1. 1 C1.2 118-500-273-200 PHASE t = 27 LOTS P.O. BOX 82 SETMCKLLC 118-500-264-201 PHASE 2 = 33 LOTS* KIMBALL, MN 55353 SETBAGIS --- - - Existing Wetland Boundary PHASE 3 = 38 LOTS' FRONT YARD 35 FT EXISTING ZONING E SIDE R/W 35 FT ExistingR Line C1,3 C1,4 1450543rd AVENUE N. PHASE 4 = 25 LOTS a SIDE INTERNAL 10 FT PLYMOUTH, MN 55446 A-1 AND A-2 10 REAR YARD 20 FT AGRICULTURAL *EXISTING HOME LOT: L1, B6, 2ND ADON n ARTERIAL R/W 65 FT Existing Easement HENRY HANSEN PROPOSED ZONING 'EXISTING HOME LOT: L5, B1, 3RD ADDN Existing Boundary Line C1.5 C1.6 (763)238.1610 RESIDENTIAL SINGLE FAMILY PROJECT DENSITY FRONT LORINE RR=4 R-4 -- Proposed Street R/W 1st L1, Bt4th L1-1-2, B1 GROSS DENSITY: 1.33 LOTS/AC 1st L7 -L15, B2 4th Lt -L8, B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL Proposed Lot Line 0 50 100 150 H 1st L7 -Lit, 83 41h L5, B4 (123 / 92.40) a 2nd Lt -L5, B1 R -4A z h1 ----------- Proposed Setback C 1 • / 2nd Lt -L5, B2 NET DENSITY: 2.33 LOTS/AC 60' 3 GRAPHIC SCALE !N FEET � (TOTAL LOTS / NET AREA } --- -- ------- ------ -- Proposed D&U Easement 2nd L7 -Ll 1, B3 3rd L1 -L10, 86 (NEI AREA = GROSS AREA LESS R/W AND ODTLOTS) _ 2nd L7 -L5, B4 4th Ll L6 B4 (123 / 52.79) 16' 28 B B 16' 2nd Li -L6, B5 4th L1 -L6, B5 IJ -•---`•-•-•`-----'---'-- proposed Curb and Gutter li 7- 2nd L1-L5 B6 MINIMUM LOT REQUIREMENTS o SURVEY DATA PROJECT LOCATION = N m ¢ 3rd L2-L5, Bt o• a Proposed 5' Wide Sidewalk Z J R-4 LOT MINIMUMS: (1{ 3rd L1 -L8, B2 4' g' 7' SURVEY INFORMATION PROVIDED BY: PART OF SE} OF SECTION 28, TOWNSHIP 121, �_+ W q IL LOT AREA 12,000 SF 3rd L1 -L11, B3 I 708 I ROHLIN LAND SERVICES RANGE 23, AND 0 0 3rd L1-L3, 84 LOT WIDTH -INTERIOR 75 FEET SLOPE i/3" PER FT. 2% MIN. Drainage and utility easements is are shown thus: 706 1st AVENUE NE W d } LOT WIDTH -CORNER 100 FEET SLOPE PART OF SWj OF SECTION 27, TOWNSHIP 721, 3rd L1,B5 LOT DEPTH 100 FEET BUFFALO, MN 55373 WRIGHT COUNTY, MINNESOTA. O Q GROSS AREA MAX BUILDING COVERAGE 30% SEE PLATE 704 -5 DATED: FEBRUARY 12, 2019 W ? 92.40 ACRES R -4A LOT MINIMUMS: 4" THICK, 5' WIDE CONCRETE CURB & 5 W LU co LOT AREA 18,000 SF CONCRETE SIDEWALK ON A dT 8 BITUMINOUS MAT GUTTER PLACED ON o o BENCHMARKS (PROVIDED BY OTSEGO CITY W PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADErsss APPROVED SUBGRADE ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION fA o m LOT WIDTH -CORNER 130 FEET (EITHER SIDE) -""------- NGVD 29 DATUM): Z -t a LENGTH = 8,820 FT LOT DEPTH 750 FEET • C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH SEE SURVEY. Q AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 307. Being 10.00 feet In width, unless otherwise TNH, EAST SIDE OF ODELL LANE, IST Q N ODEAN AVE., AND 70TH ST.) D APPROVED SUBGRADE 30' WIDTH indicated, and adjoining lot !Ines, and 70.00 HYDRANT N OF 75TH ST., ELEV=928.00 = Z • ADJUSTMENT TO 135 FEET DEPTH Leet in width, unless otherwise indicated, RR SPIKE IN PP, NW QUADRANT OF OGREN W OPEN SPACE REQUESTED DUE TO EXISTING PARCEL TYPICAL s71rEEr SEC770N and adjoining right-of-way //nes as shown 0 26.79 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH N0 an the plat. AVENUE AND CO RD 38, ELEV=948.06 W i -� -------- --- 1/�c.--1` ---- --� -'---- -II --� ---- - -J. - - - - - rte...' --- -- s1\ f �cn Yp� f� _ R t -h\ Strt ee- . �o . �[[, 1Q.1J N 1 ' NB9• N IbN sr. \s_ - --- '- RZ�$ 75_-�a:NofPp� c"°' Ltl CZ9 °rahlo �-� 927.50 _�� / --��- •-� _ _ _$� L>,� In 'Fi[ M - - _ �,� �! - `t_ - I,�_ --:--.{..-�1 � i�---Fig-f:�-Y=T`♦-•.�1_-7s(=,•; .. _ i- � f - 1 - - � � � '[wao`"� _ _ °'0.'o 40rD �1 _ >' Ne919'i]E �� _ - _. _ - ._ ` _4OO] 90.00 -- - 80.00 - -90.00 - 90.049D.00� 90.00_ 18.1] L -N!0. tti - - z__- V> ♦ i e•0A0 _.._- - - - - '-___- ._ - -.is- - -l. _- - - -__ - zo __ _1 I_-- - ---- -i-- _ - o a a. 2 -3 y l ` m �_ I V ' R� ' t 1 5. Re w_oE i _____ _ _ ______----- ------------ ----------- ________ I -_ -__-_ __ _-- $ , / I .� 1 r___________., __ ____ 1__ I i I 1 I I I - I I - _ _ I I I _ - - - _ - I _--- i. s- _- 104 e P., I, I L1. B7 ��11 1) `I I I' --I �, u ' 1st - pl' I In II I& I I .I II 1 \. i6 i L6, 82 IB 'i L7, B2 in i L8,'82 i0 ji i8 ii L10, 82 i o 1 \- 27,091 SF I IAF I L1, B2 1 • g l L2, 62 I I L3, B2 I I I L4, B2 1 7: 1 L5, B2 NI $ , I m L9, 82 I S I I I L11, 62 (� o I I "Is I Ye -k: f.. 1• 1 Ic I 1st 16 ' 1st 1' 1 let 'r ist D 1st 1st I.. 1st ' I Ili , : fill ; , is , -. _ ,est I 1st I T � 1 1 _ 1 i �' -i .-_ 15,125 SF 1 1 1 15,133 SF i t i 15,140 SF i ; 1 11 1st 1 I 11 15,247 SF i ' I I I , I 16,397 SF ; $ ' I 15 Ill I 1 15,702 SF ' I I 15,110 SF I I 15,117 SF _ { 15,148. SF , 18,637 SF i - ------ i1r2g2I� 7 - - --- 111111 .._ _ I ' o I I L_________1 �________ 931.3A._________CJl I 1 J - `_ _ ;, I I - BZSi3• i 1 I - 5 `?es7af �I I f I I1 II II 1 - _-_-- .o II.IEB- C--- L --------- i L _ ____ ______ _ ________ ' /'. 93 9 I - --------------- ss 1 922.30 s 43'T I (�I I I 931-- __� L__ _______� 1 � n� 38! 929.38' 928.38 927.37 926 I L I� wxaox nustr -•4.5 ` 923.45`r SF VU _ - _ __ I - �'_ I i,fis' I ' 932.21 , 1 aoNaRE I .5 6 1-2156. R-,5.00 ma I M+E NIM CM" S Ro E' ------- - --- - -__--__ l , . j usrs rrosr u BIER ------- ---I__ -) -'-) L ,C - -- J '- -- - - - L - ' -- - -----� t- -- -- }-- a6Ra .1198 N89'2]'o0'E (. kj\ 1 i 2 X89' 29 WE a� LU I ,, p O �m 738 hland Ave.01 tNO' 2Y MW / X89 2S W'..�� MOO 86.02 �, \ 91]I 90.00 90.00 00.00 90.00 .�_\ - _- ___ __-_-____ _- __.___ __ _Y_- f' [t ! L=29.12 R=15A0 -- I i ; _- '----_--- -rpt__ i - ' _- ,moi 1 I 929.55 926.161 j 928.10 926.70 _ 1 Rq\\ ` 92 CQS 6 931.88 932.55 931.56 930.56 928.55 928.36 j ' I- - 8. -2&1 r___-__�.---1 r____------^ -- h // ' r---------�I r-----------1 Ir -----------1 r-----------11 Ir -----------1 Ir------- 1 r -T-- I 1 1 1 (/ NIS i i i i ��il i \ •1 ,, i ': i a 1 1 I 1 I L4, B3 1 I L5, B3 1' 7 , Lt, B3 I , L2, 83 , , L3, 63 1 , I I i L6. B3 i , i 17, -83 L6, 83 { L9, B3 i� , L10, 83 Lll, 83 1 it 1 r /' I 9 1 1 II I let I;- I 1st I !1 1st 1 1 1st I I 1st I' 1 1st _ 1st 1st lsl T 1 , t 1 t $19 1 1st I, H, 14,850 SF IS '- --14,850 SF I 1 14,850 SF 14,850 SF 18 ' 14,850 SF 18 I 14,850 SF 8 14,850 SF 18 i 14,850 SF i' i, 14,850 SF g 8 19,085 SF �' ) �1 1/ o O •E • _ d 116.474 SF I $ I I I g I. 1 I �, 1 I I m g 8 '�18Iia 1 / ' �'�. i /' - -5 1 I I I I , 1 I I I 1 1 -I - 9� 9. 9� 9� 9� 9t 9� Nl et 9� 9. 9• 0� 9� OEt OEt 9e M 1 I P 1 1 II II it i i !� 9g9�J1`IR s O o O If 1 e91 N ti T MATCH LINE Sheets Ci.i / C1.4 [� 1 I I I I t 1, I I I 1 -- ------------ -- ------------- - caxcREr --_J L__________-Jj !L -____J L -_ _ J L_____l ____J L____ _ __J L_______ -___I L__ _ _J, e 1_•� ( N m Y 1 1 L -- -1 �_ _ L _-_ h I I { -' - - - L.- - - 1 - - - - --� -- - - I - so n v M p f 7 -'--- - --- - t - J I m 917.68 918.70 918.32 Moo Moo 918.00'.1 X89. 2s 00'E O •+ 1 1 4 141 90.24 NB9' 2]' Wi ooi ii W W 80.00 . 917.12 90.00 90.40 00.00 00.00 '10.00 ,1141 P Z 90.00 Mae P 00.00 8a.o0 - -_ 0------ ------------ 90.09918 ^ ---- 918.10 ___ _ 917.82 __91.8.00 -_-- I 1 h O V ,g 90.00 940491 _ _ _ ___ --- r 0 e ___-- ----------- ----------- __-__- - _r- _-- __ -- ___ . 9. 9400 ____ _-_ (r_ _ 1g------------ .. _ _ _--------- (( I 1 r , - - - - - �}r- -9.- - it 1 r 1 r 1 r- - --1 CR O U 96 91 9 } MATCH LINE Sheets C1.1C1.3 1. _ ___ 1 I I I I 1 I I - --- / 1.3 u _ FILE NO. 00715 C I I I I I 1 _j_ j �� _; INDEX OF CIVIL SITE DRAWINGS: 930.80 - - 6 22 WE I I I t -1 1 : 1 1-,- - --I; - _ - .. 0.00 9,.00 Y Iotas B - - , 7 -r�- ± 1 - I I _ T- .. - I -T- - T 1 ' T I CO PROJECT LOCATION PLAN --- - ---p, -- o 1 L , B3 Lg g3 L7, B3 L8, B3 1 L9, 83 i L1o, C1.0 OVERALL LAYOUT AND PHASING PLAN -- -- _ , (r -� r--- -----1 ' & 7 s.o R waE = 8 I $ Lh, B3 . I - I - 1 $ - I 2, Cl. 1 -C1.7 PRELIMINARY PLAT II';I 11 .I I Ifi $1 10. , L3, 133- ,o 'I 2nd 2nd _-- I;- II -2n[l. -1,' I 2nd I 11 2nd I; I 2nd li I ' _ 1 _ 60.0 1 Lt, B3 5' I 2nd I - I i 14,861 SF �.{ � '14850 SF '-T 1� I I 14,850 SF I 1 14,850 SF I 1 - 14,850.SF 1 1 16,3E C2.1 -C2.7 GRADING AND DRAINAGE PLANS L5, et - i 0.w 2nd 5,oe>9 SF I I I C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS 1 , _ 1 , I I L2, B3 1 i 1 2nd r 15,564 SF I I{ I I, L - L' I _ .. 1 1 -- i H -1 1- 1- I `, I C/ 2nd _- G �_ { I - 1 I J I I 1 C4.1 -C4.7 STORM SEWER UTILITY PLANS • 111 ; i e 1 12072 SF -I 1 a �. 18.269 SF g �_' 19.052 SF L --- ------J ; L--= - __ ==J t-= ---_ �. i ----- J-. - L--- ---� 1 9i4.87----- C5.1-05.2 STREET PROFILE PLANS Bl I i - t 2nd li I I L3, -81 :, L4, 9 SF $ , I" I. sao IS { 1 - ------ - 1 12 01 I _ 926 47 926.65 927.10 927.22 I COSY.»FrE • A �, I18 els la I I. 7 swEw C6 STORM WATER POLLUTION PREY. PLAN A .I ` L_____ ... 1 ._ 928.52 927+0 , SO R NDE 2nd • Ib -I i 1 b - 13657 SF _J { 92966 _ C7.1 -C7.3 DETAILS 1 ----- ; I 930.62 ' i I _ - - i -- `---- ----- L Preliminary Plat If EXISTING P.I.D. #S PROPOSED LOTS 1 GRAPHIC SCALE jN FEEr � $ c F 2nd L1-L5, 81 R -4A NET DENSITY: 2.33 LOTS/AC WETLAND DELINEATION g u 'q 60' In b 118-500-284-401 EXIST114G HOME LOTS = 2 2 O W „ J a RUR UnUN Zi 2nd 1_1-1_11, B3 3rd L1 -L10, 66 118-180-000-010 NEW HOME LOTS = 121 INFORMATIO14 PROVIDED BY: 28 B - B 16' 2nd L1-L5, B4 4th L1 -L6, B4 A 118-500-284-204 TOTAL PROPOSED LOTS = 123 LOTS AG WETLAND SERVICES, INC. 3 a�a 2nd Ll -L6, B5 4th Li -L6, B5 2Z Lu° a 118-500-284-200 o (1111 P.O. BOX 82 2nd Lt -LS B6 MINIMUM LOT REQUIREMENTS aa 118-500-273-200 PHASE 1 = 27 LOTS KIMBALL, MN 55353 R-4 LOT MINIMUMS: sEre.LcxSETBAC 118-500-284-201 PHASE 2 = 33 LOTS• LOT AREA 12,000 SF S' 7' FRONT YARD 35 FT EXISTING ZONING PHASE 3 = 38 LOTS' 1 SLOPE 1/3" PER FT SIDE R/W 35 FT AGR AND PHASE 4 = 25 LOTS to SIDE INTERNAL 10 FT RAL AGRICULTURAL 'EXISTING HOME LOT: Lt, B6, 2ND ADDN GROSS AREA REAR YARD ARTERIAL R/W 20 FT 65 FT PROPOSED ZONING 'EXISTING HOME LOT: L5, B1, 3RD ADDU 92.40 ACRES R -4A LOT MINIMUMS: Al" THICK, 5' WIDE RESIDENTIAL SINGLE FAMILY PROJECT DENSITY LOT AREA 18,000 SF FROM LOTUNE CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE "" APPROVED SUBGRADE 1st Li, B1 4th L1-L2, B1 GROSS DENSITY: 1.33 LOTS/AC (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH AREA = 12.82 AC (INCLUDES 75TH ST., 1st L1 -L15 82 4th L1-L3 B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL ODEAN AVE., AND 70TH ST.) 1st Lt -L11, 83 4th L5, 84 (123 / 82.40) 1 GRAPHIC SCALE jN FEEr � $ c F 2nd L1-L5, 81 R -4A NET DENSITY: 2.33 LOTS/AC Z g u 'q 60' In b 2nd Ll -L5, 82 (TOTAL LOTS / NET AREA) 2 O W „ J a PART OF SE{ OF SECTION 28, TOWNSHIP 121, Zi 2nd 1_1-1_11, B3 3rd L1 -L10, 66 (NET 279) ROSS AREA LESS R/W AND OUTLOTS) RPART ANGE WRIGHT COUNTY, MINNESOTA. 16' 28 B - B 16' 2nd L1-L5, B4 4th L1 -L6, B4 A SEE SURVEY. 3 a�a 2nd Ll -L6, B5 4th Li -L6, B5 2Z Lu° a °§� o (1111 W 2nd Lt -LS B6 MINIMUM LOT REQUIREMENTS aa M 3rd L2-L5, Bt R-4 LOT MINIMUMS: 3rd L1 -L8, 82 LOT AREA 12,000 SF S' 7' 3rd L1 -L1, B3 3rd L1-L3, B43 4' LOT WIDTH -INTERIOR 75 FEET 1 SLOPE 1/3" PER FT 2% MIN. 3rd L1,B5 LOT WIDTH -CORNER 100 FEET ,. SLOPE LOT DEPTH 100 FEET GROSS AREA MAX BUILDING COVERAGE 30% 92.40 ACRES R -4A LOT MINIMUMS: Al" THICK, 5' WIDE SEE PLATE 704 CONCRETE CURB & LOT AREA 18,000 SF CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE "" APPROVED SUBGRADE LENGTH = 8,820 FT LOT WIDTH -CORNER 130 FEET LOT DEPTH 150 FEET i (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH AREA = 12.82 AC (INCLUDES 75TH ST., MAX 13UI DING COVERAGE 30% ODEAN AVE., AND 70TH ST.) D APPROVED SUBGRADE 30' WIDTH ' ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL TYPICAL STREt7 secnov 26.79 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH � scuc LEGEND Existing Tree Line ---- Existing Wetland Boundary - - - - Existing R/W Una Existing Easement Existing Boundary Una -- Proposed Street R/W Proposed Lot Una ----------------- Proposed Setback ---- - ------ -- ----- --- Proposed D&U Easement Proposed Curb and Gutter Proposed 5' Wide Sidewalk Drainage and utYity easements are shown thus: 5 5 Being 10.00 feet in width, unless otherwise Indicated, and adjo/n/ng lot lines, and 10.00 feet In width, unless otherwise indicated, and adjoining right-of-way lines as shown on the plod. �U T�1'1 T I'lllh ,� ,I I Y). - _ 2a ail { j 1 \• \ \ \ \ , • ,eao 0 11- r1 i Z 1 C72 1\ `, 11 11 1 1 , ' ` . • . ��q'4r q+t, , 1 1 \ � 1 -� m 1a8s�81�a 923.45 N OUTLOT A 3rd , \II + 1,093.940 SF 01� 922.e2r I 11 It II 1 .\�\ •<.` \1\I \ 25.11 AC \ :+FN. ` \\\ P`PfB \i T \ \ IN, II ' 1, 1 1 i ; r , � � '. 1 , 1 , 1 1 I I � `•-- y--7 '\ \ �! h+ l+ \\ , `, T i \ 1 1S- EDA' 1 13, t so.a I 1 11 \, , `+ 1 1 d \ , I ✓ "\ \,\ 1 , tl 11 I R/M oot�� t 1� a II � � I I I I I S I• I� , I I �/ �I 1 I `+ . i I --1 I �} � i� � 1$ i '�" �� m � I I , 1 � � � 1 �,--�.-s --'�- 1 11 �. � r•L t -1 I 1 1 } = s� r 1 ZL p3." g3 III , { R a 4 \ I-- 6 aRMWm 9-- --} -} i I"i. } / U; r �r•.< i illi, \ \' , �\ �;. 1 I r! r % , \ \ 1 ', it %C1, cl.' �ll.2WV 49M V , V, )��'h 'oA l MATCH LINE Sheets C1.2 / C1.4 1 \` STORM WATER %. + BASIN I \ 1 '1I N PAGE LAYOUT: C1.1 C1.2 C1.3 I C1.4 C1.5 I C1.6 C1.7 SURVEY DATA SURVEY INFORMATION PROVIDED BY MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 11 H U 1 GRAPHIC SCALE jN FEEr � $ c F N N Ito a g u 'q 111 In b PROJECT LOCATION 2 O W „ J a PART OF SE{ OF SECTION 28, TOWNSHIP 121, RANGE 23, AND F WJ OF SECTION 27, TOWNSHIP 121, W d C = IL t 6-0 I mIn on' ep u RPART ANGE WRIGHT COUNTY, MINNESOTA. obs a- %,-I Q LEGAL DESCRIPTION W w 13 7 J ` Q CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 0 50 100 150Uj H U GRAPHIC SCALE jN FEEr � $ c F N N Ito a g u 'q R_I>, In b PROJECT LOCATION 2 O W „ J a PART OF SE{ OF SECTION 28, TOWNSHIP 121, RANGE 23, AND F WJ OF SECTION 27, TOWNSHIP 121, W d C = IL t 6-0 I mIn on' ep u RPART ANGE WRIGHT COUNTY, MINNESOTA. obs a- %,-I Q LEGAL DESCRIPTION W w 13 7 J ` Q a SEE SURVEY. 3 a�a O 2Z Lu° °§� o (1111 0) LU M ,,' as•a l n." n b o L � $ c F N N g u 'q R_I>, In b -124 W V on 0,E �eN 1 a -E j 2 4 w �V 6-0 I mIn on' ep u obs a- %,-I 5�8Y 3 a�a O °§� o (1111 1 onsrwe I arrol - 1 ~ 1 I � } A 1 09 11 111 ` o / 11` V)i tai) cc O O U INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C1.2 C5.1-05.2 STREET PROFILE PLANS C6STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 DETAILS Preliminary Plat EXISTING P.I.D. #S PROPOSED LOTS WETLAND DELINEATION 118-500-284-401 EXISTING HOME LOTS = 2 a L..... PAGE LAYOUT: LEGEND 118-180-000-010 NEW HOME LOTS = 121 INFORMATION PROVIDED BY: 118-500-284-204 TOTAL PROPOSED LOTS = 123 LOTS AG WETLAND SERVICES, INC. _r- Existing Tree Line FW1 C12 118-500-284-200 P.O. BOX 82 118-500-273-200 PHASE 1 = 27 LOTS KIMBALL, MN 55353 sEllucREI@AGK -'---- Existing Wetland Boundary 118-500-284-201 PHASE 2 = 33 LOTS- FRONT YARD 35 FT EXISTING ZONING PHASE 3 = 38 LOTS* SIDE R/W 35 FT - - - Existing R/W line C1.3 C1.4 PHASE 4 = 25 LOTSPs SIDE INTERNAL 10 FT A-1 AND A-2 -10'REAR YARD 20 FT Existing Easement AGRICULTURAL -EXISTING HOME LOT: Li, 86, 2ND AEON jg ARTERIAL R/W 65 FT PROPOSED ZONING •EXISTING HOME LOT: L5, Bt, 3RD ADDNC1.5 C1.6 Existing Boundary Una RESIDENTIAL S114GLE FAMILY PROJECT DENSITY FRONT LOWNE -- Rst4O 50 100 150 L7, B1 4th L1-L2, B1 GROSS DENSITY: 1.33 LOTS/AC Proposed Street R/W 1st Lt -L15, B2 4th L1 -L8, B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL Proposed Lot Una 1st LI -L11, 83 4th L5, B4 (123 / 92.40) w w C1.7 61 RR 4A -"" ------ Proposed Setback GRAPHIC SCALE IN FEET 2nd L1-L5, 2nd Li -L5, B2 NET DENSITY: 2.33 LOTS/AC 60' 2nd L1 -L11, B3 3rd LI -L10, 86 (TOTAL LOTS /NET AREA) Proposed OEEU Easement 2nd L1-L5, 64 4th L7 -L6, B4 (NET AREA = cRoss AREA LESS R/w AND outtots) 16' 28 B - B 16' (123 / 52.79) W •--- ----------- Proposed Curb and Gutter SURVEY DATA PROJECT LOCATION 2nd Ll -L6, BS 4th L7 -L6, B5 a i a 2nd L1-L5 B6 MINIMUM LOT REQUIREMENTS a a 3rd L2-L5, 87 a a Proposed 5' Wide Sidewalk R-4 LOT MINIMUMS: SURVEY INFORMATION PROVIDED BY: PART OF SE1 OF SECTION 28, TOWNSHIP 121, 3rd Lt -L8, B2 LOT AREA 12,000 SF 4 5' 7 MEYER ROHLIN LAND SERVICES RANGE 23, AND 3rd L1 -L11. B3 LOT WIDTH -INTERIOR 75 FEET SLOPE 1/3" pER FT. 2% MIN. Drainage and utility easements are shown thus: 708 1st AVENUE NE PART OF SWC OF SECTION 27, TOWNSHIP 121, 3rd L1-L3, 84 LOT WIDTH -CORNER 100 FEET - - .> SLOPE BUFFALO, MN 55313 RANGE 23, 3rd L1,65 LOT DEPTH 100 FEET 5 WRIGHT COUNTY, MINNESOTA. GROSS. AREA MAX BUILDING COVERAGE 30% SEE PLATE 704 DATED: FEBRUARY 12, 2019 92.40 ACRES R -4A LOT MINIMUMS: 4" THICK, 5' WIDE CONCRETE CURB & 5 BENCHMARKS (PROVIDED BY OTSEGO CITY LOT AREA18,000 SF CONCRETE SIDEWALK ON A ::5: -A -V -EL INOUS MAT GUTTER PLACED ON o o_ PUBLIC STREET 60' RAW LOT WIDTH -INTERIOR 100 FEET EITHER SIDE) APPROVED SUBGRADE..•• APPROVED SUBGRADE ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION LOT WIDTH -CORNER 130 FEET (-"�-----^- ` --� -- NGVD 29 DATUM): L C CLABASE (MODIFIED) 29' WIDTH SEE SURVEY. LENGTH = 8,820 FT LOT DEPTH 150 FEET' AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30% Being 10.00 feet in width, unless otherwise TNH, EAST SIDE OF ODELL LANE, 1ST ODEAN AVE., AND 70TH ST.) D APPROVED SUBGRADE 30' WIDTH indicated, and odj lnfng lot lines, and 10.00 HYDRANT N OF 75TH ST., ELEV=928.00 • ADJUSTMENT TO 135 FEET DEPTHfeet in width, unless otherwise indicated, OF OPEN SPACE REQUESTED DUE TO EXISTING PARCEL TYPICAL STREET SECHON and adjoining right-of-woy lines as shown GREN RR SPIKE IN PP, NW QUADRANT AVENUE AND CO RD 38, ELEV=9OF OO LIMITED DIMENSION WIDTH I '''o sr on the plat. 26.79 ACRES OUTLOTS AAND B) I 1 , MATCH LINE Sheets C7.1 / C1.3 ; LL __ ____ I J L__ -___- CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 F- W 3 O �a U' w a ILI d ,°, C 2 W � Z Lu �� W ZQ O a 2Z Uj LU 7t 3 ____J __-____-__ + \\ - - SII. ' ' /%J _ 1 ; lrf tt/'1if 1� lj� e� r• i - I I L__-__ _ ___ _ g .___- _' 9 2 ______�___- 9 -___- 70 Sao 'C ,r r fg y 1 I - . 11 [ t �� _ 90.00 917.12 9o.ao BOOD 90.00 18. 9aoo - 9o.ao R02a 'pQ 90.00 917._82 _ e-3918.00 _______ _ �� -- r so DB918.60 9118 ____918.1017 __ -__ _______ _____ [ Log° N iN bN 1 NBB• 13' 00'E o e - 66 90.00 1 i.. - - - 1 to0a0 9000 919.9.6 90 _ 1 r - i. i h i I li i i Y.9J2.0 i 0.1V 3mu�i�o i 1 I I I :1 1 � ; ; ; l; I 1 I --- °LN to I - - rlt /�. lo- r- i Ij i i I I 1_ I i W mm° ti'n •i , - _ 1 i i� t -1-I. --1_ r.___ .-t_I it LI I -. �-- --r- i--� 1 - `T t �I A 91700G •)'_�- 930.80 _. .. NB9'2Y 10'E -- 1 �i_ - I - 1-- -. -T.- i - I; II T ,r ! T- .1� I �I- oLeC 4L1�Ip�� 3 !' I �• I I - I j l I 1 ` -I g- I :1411) - 9000 _- i'-_ ` _ 9,.00 Y - I B I O ^ c c 3 i• a a, m L5 B3 6 g 1 I L7. B3 1 I LB. B3( I Q I o \ L 3 I 1 m E r - -----� --- ---- -'�- - �- ----- - - - --- I so Er xtoE R 1 - - -L4, B3 1 " i - i 1 ' 1 1 - I ------- ( -- r----` - ' r r, ---- t T--- T E { $ IS 1 i 8 L3. B3 _ I - 8 - - -2nd ! I 2nd. 1 I 2nd I I 2nd a I i i I I I -{ 1 . 1 I ; t 1 1 \ fie I ; m I 2nd 1 - 1 I: -I 14,850 SF I I 14,85 F I 1 E ;-1 1 t 90.0 ! I . N, B3 i i L2, B3 1 � i 2nd I ` i 15,069 SF � ; i :.:,-.- 74,861. SF _ 1_ 1 14,850 SF I I I I t I I a, - 1' I 2nd t - -nM .1 2nd t= 1 - L I'---15.564-Sf 1 - _ Ii II _ 1 t _ 1-._>-.oln_ 0- L .y 2 k{ L4,-81 -- i - I J - 16A52SF- -r- - _7 - -1 IL -- - I ( I - - j!� -- S ---- /' _ _� I I ` T i -12.072 -SF- -� w_ -._� 18;26TSF!t } i I 1 1 I i i i 1 1 i 1 et , I_ b 5 0 -.-I - ----I- - 1 __ _ 2nd _ - _'-++ _._ I f ______ __ 4 o gg -L-- m R T _ 92 .47 i 926.65 8 927.10 r' 1 ,< 1 - I, L3, B1-. 1 I 12,079 SF j R S I I el- 2ao�-1 I _1- k 1 � I , I" 7, I R g I i mIR BTB RI$ / X928.52 -- V e° e I g (I 2nd I �, I t I j 1- J- 929.66_ .. _. I j- _ I ¢ o L1, B7 i$ i i BI 1 i$ 1 13,657 SF I I 1= 930.70" ' 1 930.62 I� I ' 1 .47. R-1SOD -�-gp,IL-� ! 1 1 _ * T - 23 69 SF I ` 1 I 1 1 I 1 __ I .- _ ___ _---. 0'E �- N69'.23' WE ` Y •1 14.585 SF f I I , ; L.1335. R.ISW f _. -f- --- - 1 Nes• m• , 0 co 1 ( I i J 931.36 , 1 '- -_ , __ wuHox a W .� - _ ,._..-__ __ 7 - { 4L01 L-ND0.� 1910W �-�B-a� t5 a / t I -^Trp R-710.00 1 I I j I I- LN9a0X alrslob I �) ',� Ne9. 1Y lo -E �-____-_-- J 930 .-. _ -• __ I jL''^e mNf lnrw _ __--_ .. r "• - - -_ �N89' 13' 00'E� NBB' 2J' OD'E ` - TIFF RIM CITY MV / USPSFast�� In 1LL91ER. '--------------------- - - -1 - _ _ �Y - - - / 1 IR+9 Pobr a`IOap / ,1.07 �76D]�Rdr00„i�•`••e '-•"`•= 1 •�••- _i�'E-mI0L0 LNBD2 MBIOOD 3561 'Ill 1 D4.7B n.s__» - - I '', N69' 21' 10-E ••••.<- .• ! L=9L93• Mia' � -90.36\ , J-L�IJ2 -_ ___ --__ _ { I, ` 41J.69 R 16.00 _-__- � Z 4j N E L a9.4B. R-Xi10W / .«- - e t '- 67.00 _ -- - L 2,66. R ,--------- ------ ---- ---- -- 11..88 � 5tre L r 926.12! iO L LL 11 v7y,-} p.61000 - _-.L-2x00. R 16 O .w 929.78 ' 1928.65 r 1 , I ----_ - - - - e ; , = - ...�• - _ 74th _" __ ----- - --- - - rc - te.a7 r __ __ !j L5 4 ( 1 ` I � 93093 -,, r,' � r I I \a I I I �- �_ 1 u. B5 III t r -Lag•?\ - - -. - NfiB• 1Y ,D C s I 12. Q _�--�- -__---------1 1 i 1 1 I I 1 I is 2nd I- e. I 1 13,451 SF 1 rd q a 1a:a o-7sR3. R-73oaD_._ r-_-- t - _ / 1 1 �� 1 1 \' L 2nd4 i I ,1' I $ 8 2 ... __ - -- 4 ) 1 I t..� 9: I I E I,� i I I 14.543 SF 72,21 0.L _ I '_ 'g 1 - ------ -- !- I I I I I $i L B4 1' 7 SF ti m�- ---- - I L3, 64 I $ T r'I L1, B4 2!' la. 2n c 1. 1 1 L. 930.42 Q I� I 12,92 IT;I / 1 I` ! - -__L - 1 I�"@ �; I I:, ml I-�I 12,4335E 1 .I 1' 1 1 '�1 {-- I L5, 62 j- 1 1� I 1 I = a 1 , 2nd I � " 1 -�• e I ---I r II i 7 82 1" 8 i 2nd i I C =1- ( I 13,010 SF i I i 12.232 SF i „; \ .I I •�I !1'C NB9' 23 OOE 1 I I LO o p V r_________� ! 929.20 I I I I § ,� 1116,255 SF II -��= _,ABB __-__ -------- --------- , _ i I 1 In `u �y ,4 2nd � ., / 1 500' I! I I I. L4, I // 1 111 IB M1 1 1 znd - :. 1 1 -1.- , I 1 = 1 • I __ I R "�- I I � y 13,428 SF I. . I I � 9 1 L_ _ I �_---------- 8 1 - L3, B2 1 ` I i ' J� J 1 Y I Lt,_B2 I c . 1 L2, 82 $ , I 1 ! 1 -- - _I - - I -I -i, .` ' / i i 916.6 N J' 00'E �� I- I , 1-L= Ind- tt - I i r - _ 90.00- --r• , loaoo--r a e° ? 8 u1 K c a 2nd 1- -2n"I 9110 - - =�-9aooe1s.3z _ -- . i B3 i o Im 15 504 SF i ! - -12.009 SF 12,058 -SF- - -' _- - -' ___- -- - -- - ------ -- - - -- 5 SF - - „ I 1 NOB 2Y "_J--------------------- __-__ _ F. r E 1 60.0 j Owe 12,015 i o _ i 10'E 2 1 _ EwD J 9 1.37L7e 919.60 919.27 -nest 920.83 x09• Itr` _ - _ O 929.60 Yt3150 100.18 o / 9100 a 90.00•. '. - 100.00 __- _ 1 `I / 1 t i - I o ------------- --------- 0______ __-NB9_2-1 ICE 92810 9------ ' 932.20 - '. 929.00 NB9' 1Y 10 E II I; I J a o, /�� ...J 116.30 LB 3rd 2 I/ ; > IV f __-'---'-- ---- - ww t }} y --- - \;.14\ a $le 1 --. 20.405 8F I I I 1 /� LV 31 ), «� 1 m 7/' -- 111 ^ \ bla \ EpEIOg111 htL It _ 1 _�� 1 I g O 03 LL7 W �:.. ��_---��_! 1 G 1,e1r - i I R i L2, 3rd B3 -- 3rd - wi 1 71 0\ 1 i/. ,/ ';$ --12z 101w12,015 SF f• .� �O o o cZi otx _--__--.--------_---_-' _-_-_-_-_ - - 1 In -_ 1._-_-- 1 �� I��tylli7i��L�•ir �iG X00{ h 1,I S- T L53rd. B1 8 I i MATCH LINE Sheets C1.3 / C1.6 L7' g? g ; FILE NO. 00715 8,350 SF I$ ' 3rd' 1- INDEX OF CIVIL SITE DRAWINGS: '1 - ti' 1 B 529 SF (^ CO PROJECT LOCATION PLAN S .r e C I � - C1.0 OVERALL LAYOUTD PHASING PLAN 7 1 4Zsk� -Ifi12T NB9'SeiBE C1.1 -C1.7 PRELIMINARY PLATN {__. ----------.....__ --------- ........ ..... ... ...- .___ _____- _ __-___-_ - _ - SB9 10'W -__ _ 1• 9 - _ - - -� ' I _ - _N.1 -=.. - - - ..� t"1. _ -------7 26.32 , C2.1 C2.7 GRADING AND DRAINAGE PLANS 307.00 __-� '4-- C -.i _ 'cOc: ' h��.� - - 69 u,DE-r-i1fT3-- _ __ _______ (. C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C1.3 g o� vB�>I q" i ' j - i ( i --- - i I " ; C4.1 -C4.7 STORM SEWER UTILITY PLANS - 1 (1 -'-'---- ----:-- - -- ` ` ``7 P i f i i ! i i 1 C5.1-05.2 STREET PROFILE PLANS 0.0- L4, et\ '\ \ �� C6 STORM WATER POLLUTION PREY. PLAN g F 3rd \ \.� '4p•. L I e 1 I I,. 1 ! C7.1 -C7.3 DETAILS s ! 'I 78,398 SF `\ �` \ �,. 4, B2 I - .�'1 L5, B2 1 e I L6, B2 1 I $IS I Preliminary Plat EXISTING P.I.D. 4S PROPOSED LOTS WETLAND DELINEATION N CLIENT. 11 EXISTING HOME LOTS = 2 LE LEGEND PAGE LAYOUT: 118-180-000-010 NEW HOME LOTS = 121 INFORMATION PROVIDED BY: VHF INVESTMENTS 118-500-264-204 TOTAL PROPOSED LOTS = 123 LOTS 9 AWETLAND SERVICES, INC. Existin Tree Line LLC 11fi-soo-2a4-too P.O..BOX az SETBACK -' �- - g C1.1 C1.2 118-500-273-200 PHASE 1 = 27 LOTS 118-500-284-201 PHASE 2 = 33 LOTS" KIMBALL, MN 55353 FRONT 1S - - -- 35 FT Existing Wetiond Boundary EXISTING ZONING PHASE 3 = 38 LOTS" F DE R/W D 35 FT - - - - 14505 43rd AVENUE N. / Existing R/W Line C 1.3 C1.4 PHASE 4 = 25 LOTS 10• SIDE INTERNAL 10 FT PLYMOUTH, !AN 58486 A-1 AND A-2 REAR YARD 20 FT AGRICULTURAL *EXISTING HOME LOT: Lt, B6, 2ND ADDN A ARTERIAL R/W 65 FT - Existing Easement PROPOSED ZONING *EXISTING HOME LOT: L5, B1, 3RD ADDN / HENRY HANSEN Existing Boundary Line C1.5 C1.6 (763)238-1610 RESIDENTIAL SINGLE FAMILY PROJECT DENSITY rnoln LOTUNE R-4 -4-4 -- Proposed Street R/W 1st L7, B1 4th L7 -L2, B7 GROSS DENSITY: 1.33 LOTS/AC 1st Lt -L15, B2 4th L1 -L8, B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL - Proposed Lot Line 0 50 100 150 F - 1st Lt -L11, 83 4th L5, B4 (123 / 92.40) 2nd L7 -L5, 81 R -4A W �' -"-- ----- Proposed Setback C 1.7 W NET DENSITY: 2.33 LOTS/AC - 60' z P GRAPHIC SCALE IN FEET 7 2nd L7 -L5, B2 .J (TOTAL LOTS /NET AREA) 2nd L1 -L11, 83 3rd L1 -L10, 86 "-'---------- --"----'- Proposed D&U Easement ''n^ 2nd Lt -L5, B4 4th L1 -L6, B4 (NET AREA =GROSS AREA LESS R/W AND oun.ors) 16' 28 B - B 16' co (123 / 82.79) rc ----------I- FZ 2nd Lt -L6, B5 41h L1 -L6, BS a f a "--"-"""" Proposed Curb and Gutter 2nd Lt -L5 B6 MINIMUM LOT REQUIREMENTS it o SURVEY DATA PROJECT LOCATION = m Q 3rd L2-L5, B7 a ii Proposed 5' Wide Sidewalk Z O J R-4 LOT MINIMUMS: SURVEY INFORMATION PROVIDED BY: PART OF S OF SECTION 28, TOWNSHIP 121, M (7 LU a 3rd L1 -L8, 82 LOT AREA 12,000 SF 4 5' 7 SURVEY MEYER RINFOROHLIN LAND SERVICES RANGE F SEI D W d C } 3rd L1 -L11, B3 I SLOPE 1/3" PER Drains a and unlit easements ore shown thus: PART OF . A OF SECTION 27, TOWNSHIP 121, LOT WIDTH -INTERIOR 75 FEET 2% MIN. 9 Y _ 3rd LI -1.3, 84 LOT WIDTH -CORNER 100 FEET �' SLOPE BUFFALO, 1st AVENUE NE 3rd L1,65 LOT DEPTH 100 FEET BUFFALO, MN 55313 RANGE 23. It WR GHT COUNTY, MINNESOTA. _j Q MAX BUILDING COVERAGE 30% 5 W Z GROSS AREA SEE PLATE 704 DATED: FEBRUARY 12, 2019 W W q 92.40 ACRES R -4A LOT MINIMUMS: 4" THICK, 5' WIDE CONCRETE CURB & 5 LOT AREA 18,000 SF CONCRETE SIDEWALK ON Alk B BITUMINOUS MAT GUTTER PLACED ON o o BENCHMARKS (PROVIDED BY OTSEGO CITY W PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE**** APPROVED SUBGRADE L_ ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION to a It LOT WIDTH -CORNER 130 FEET (EITHER SIDE) - ----- NGVD 29 DATUM): Z J Q d LENGTH = 8,820 FT LOT DEPTH 150 FEET " C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH SEE SURVEY. Q AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30% Being 10.00 feet in width, unless otherwise TNH, EAST SIDE OF ODELL LANE, 1ST Q H OCEAN AVE., AND 70TH ST.) D APPROVED SUBGRADE 30' WIDTH indicated, and adjoining lot lines, and 10.00 HYDRANT N OF 75TH ST., ELEV=928.00 = Z * ADJUSTMENT TO 135 FEET DEPTH feet in width, unless otherwise Indicated, W OPEN SPACE REOUESTED DUE TO EXISTING PARCEL TYPICAL sTrrEE7 SEC77ON and adjoining right-of-way lines as shown RR SPIKE IN PP, NW QUADRANT OF OGREN 9 26.79 ACRES (OUTLOTS A AND B) `LIMITED DIMENSION WIDTH on the plat. AVENUE AND CO RD 38, ELEV=948.06 V) Uj `- I•____ r `_-__ I� I II ,( ry , 1 i �q�-1 r 11 I I \ I 1 / = $ 1 ✓ • / I 1 I i I I -- MATCH LIN^ Sheets Ci.i C1.4�s,.r�! 1 N/N a-"� .T \ I I 1} 8 Boa 1 / ,-- __ -7777-- I ,1 I I \ MATCH LINE Sheets C1.2 / C1.4 `_ ,. , 't • ` , I rf t ------- ._ - -- J _ _ 9p0a 91(1.32 90.08 fa00 918.00,.1) Ne9• u 00'E_ o o $ .I II ! - / T - _ _ _ T 91.7.82 e000 _918.00 saoo 918.48 918.80 1 -�� ----� L --- -- nx .�. -'l 4� �( I II -�-� / Ill I 1 1--- -------------- y J V AI 1 1 it t I ; Idl l------ ----44 -- - r- - ----- ' r ( Lr l , 7. la II I N ,N / - -\ \ \ \ 1 \ 8 In INo 1 G I N 1 \ -sBsux3w •, I ,.\\\\ , t 1 \. '\ Y� ~I��f✓1 Ei •I I�:_t_t+. , I�.4(_ Ili- t, --F--/"' ._�--;-,�_\ 83 ( I a ti ��; // ,ly_ 1 7 �� It \•vv I' . p pp ,- 5TORM WATER I i I A S i L70, B3 1 n l 2nd , I II v - w iO li vv` v ` •` II II �•1 . Q `c V ti w a r o Obd n BA51N L8. 83 , I L9, 83 . I 2nd i I S( 17,229 SF ( ( v v 1 II I A ,` t / V t 1 ♦ 1 �'• 'v A I I\ o s , m ii o a 2nd I I - -2nd I* I - t 7 1 , 1 I �� 1 1\ t ti `a I I -t_ 16,367 SF / � ' 14,850 SF I - 14,850 SF. ( I.1. i - .i 1 1 1 II ,�`� t / r sr /� '\ \ 1, \ \ :� - 1 \ \ 1 u U t } 1- i gg I` ,I I I' I - { _-- . r1' �, CJ If1.' / /i \\ \ \ \ I I `CB l -- T- t >nlg i / r I I \ \ \ \ \ \ \ \ o $: '\ \ i` '5 u J Tnq a N i ;L 4 - i 1 F �\ I II 1 /e�w�tol E � _ - 9{,9.33 L.___ __ 924.87---------------L=x3]9. a=1B00 - _ ) 1 \ fl <LL;1L'L! / j l \ \ \^ \ \ '. \ \ £ o 92.70 927.22 mNu+E'r[ 1 t _ j 1 \ \ \ L o m soE- I . ...... - m __ 1 so rr rroE �I------ _ _---------------- 37' .. , I ", s�g.0 \ i . 73).15 L.)x.0_M�3x9➢B. N01 _�,,..�:l�pubEi = uulsox wtslErc g n1 eLv ✓.-- g.. 1 1 i 1 ! \ . � , \ � \ \ ` � \ ` _ \ \\ I mE ILim°aun°'ir A'110vu �� ,yam / 1�4�1 1 ✓.Til ,.-... _ _ ... - •^ , \ � \. I�/ �` all I \ \, \' \ 1 \ I Z I NB9' y' OD'E 77_77 i- - '\\ `t1 \ �� r j sB";,•�i, s -L - I 1 N j j ( -- -- � (- -----j r-- i----- 1 __ _------ \\� I I r-- a. r--__- _ - r� 7777-, I•,, •Ir �\ 1 r ♦ \ 'o -L{ 881.43'1 8 ___- __ jl N ,- i j 7 - - I I I i i i Io i B5 \ t \ � ♦ ♦ 4� \: \ r b "♦♦ �C. jI , 1 eouxxw xore � � ., 11 J -WWL II c `1 ,z f \ ;\ p aBa 1B9 \ \' ^ ♦ $• I 1 ` U 18 I- 12, B5 I g 8 i L3.' B5 18 n I L4, B5 t n ? II ;430 SF \ \ ` �♦ /.'. ', \ •\ Y. '6, 1 (a tt 2nd -- j >$ 11 j 2nd - -i y 1 13, i �'''\ \ ' .. Y' '< ♦♦ \ ' * IjjI a 12,216 -SE _ - I 12,150 -SF 13.661 SF \ IF t I' \\ 4° a ♦WNCFETE `jJ k. \ I ♦\ \,� I I I I i - - - I T I _ 6 j 1 - 1 ,, I ' \, i9 el 1 \ scEvrux _ _ . _ 1 ♦ \ 1 n i - t •• t \� �S �o�r878.0fi I! ' � I I I I i i-� ... I, of \ � _ I I - A - j-••'rl - - _-- I f i L__ _ J ( - - '{,I i'o 0♦50 ♦♦♦♦ ♦\ \\,• r \..h - I 7777_ -, L 7,777 _ ._ _ ___ - : ♦ S �•'.e \ \ -• -89.84 BOAO-' IIS. q8' p1'E 1 a F I I d � \ \ 916.63 Nae• xs oo•E 915.95 Nes• u' -E e>� a S ♦\ -,t4 \,, O ♦' S,r, \ a 3 I II II - - N ,� I LP" - Il \\ ♦ / 914.48 ' ` ��. \\ -' _ ` _ Je'A \\ ♦♦ `♦e ` � \\ ♦ . / /!j `' ♦'� '�\ ErmEirmrL 882.41 I I I vl N N 1 �/ v Lays eosr wsrrl:n .. � i , � I b I OUTLOT A;.,F - - _ ' c &3 / %' •)' , �• 'Ib•\'Vy\ N > 3rd ,L. t g 75,479 SF - _ ) 'r ei� / ,°r4 >t, \ m 1.73 AC \\ \\ \. \\\ \ 2 1.I T p� ,{ ',7�/�'1-TFp914.80 `` `00 ♦ : ' `,, , <•� c' Ca? I R ♦ \ \ '\ 3 Cn j j I Sl01\fVf WA/LI\ - �•b.J ,,ro ..'�� / / .ly. `�Oe ``\\) / 1e V'♦. �?S�a�uI ��a y1c � /, i a � 'I \ \ ' C n - r�t�t�-- - - -t��/< ?S � �� 14.T��lB■��7C��r� Jr,�� i 1. \ 1 •IAs,MATCH L .\,. 1 I J \ , FILE NO. 00715 MATCH LINE Sheets C1.4 / C1.5 INE Sheets C1.4 / C1.6 J 89014 INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN -tt -��--^ �- `♦ / / \ '� ! 2 _ C1.0 OVERALL LAYOUT AND PHASING PLAN NBB' x3' 00'E NB9' x]' WE j , ,� 4� J?�, t<, / . I _ \ - i�'•, I'Y p^\''', --� ��- - �-: -- - C1.1 -C1.7 PRELIMINARY PLAT 91 `1 ( - -t .a ;' fig, cb 9F �. �� j \\ \r� y. o9ais, C2.1 -C2.7 GRADING AND DRAINAGE PLANS \ r____--- r----__ ^J Ig N C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS -- _ ___ ' e \ j ( III \\ \ O s, snEw /,/ �: / gg\ C4.1 -C4.7 STORM SEWER UTILITY PLANS I vl B 1,'�' 914.20 / (n✓ V �♦♦ 'b \ ` C5.1-05.2 STREET PROFILE PLANS 3Td , \$\ C6 STORM WATER I i L5, 83 , j.S L6, B3 '� „ o i L 3rd 3 II $ 9144.70 12142 S ,t �`��, : Vis% /�a., j ,�� , \` \ 910 ( - \\ C7.1 -C7.3 DETAILS POLLUTION PREY. PLAN Preliminary Plat EXISTING P.I.D. # PROPOSED LOTS WETLAND DELINEATION LEGEND PAGE LAYOUT: 118-500-284-401 EXISTING HOME LOTS 2 RML x 118-180-000-010 NEW HOME LOTS = 121 INFORMATION PROVIDED BY: 118-500-284-204 TOTAL PROPOSED LOTS = 123 LOTS AG WETLAND SERVICES, INC. Existing Tree Line 118-500-284-200 --' ' `- - C 1.1 C1.2 118-500-273-200 PHASE 1 = 27 LOTS P.O. BOX 82 SE79AOR 118-500-284-201 PHASE 2 = 33 LOTS- KIMBALL, MN 55353 FRONT 1Y - - --- Existing Wetlond Boundary FRONT YARD 35 FT EXISTING ZONING PHASE 3 = 38 LOTS- SIDE R/W 35 FT - Existing R/W Lina C1.3 C1.4 A-1 AND A-2 PHASE 4 = 25 LOTS -7a SIDE INTERNAL 10 FT REAR YARD 20 FT AGRICULTURAL *EXISTING HOME LOT: L1, 86, 2ND ADDN ARTERIAL R/W 65 FT Existing Easement PROPOSED ZONING *EXISTING HOME LOT: L5, B1, 3RD ADDN Existing Boundary Una C1.5 C1.6 RESIDENTIAL SINGLE FAMILY PROJECT DENSITY FRONT LOTUNE 1st Lt, Bt 4th Lt -L2, B1 GROSS DENSITY: 1.33 LOTS/AC -- Proposed Street R/W Tat 0-05, B2 4th Lt -L8, B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL Proposed Lot Line 0 50 100 150 tat L1 -L11, 83 4th L5, 84 (123 / 92.40) 2nd L1-L5, 81 R -4A NET DENSITY: 2.33 LOTS/AG 60' Z __-------------- Proposed Setback H. GRAPHIC SCALE IN FEET 2nd L1-L5, BZ (TOTAL LOTS / NET AREA) zi "" 2nd Lt -L11, 63 3rd L1 -L10, B6 __________---'--'--- Proposed D&U Easement 2nd Lt -L5, B4 4th Lt -L6, 84 (123 AREA =GROSS AREA LESS R/W AND OUTLOTS) 16' _ 28 B - B 16' 2nd L -L6, BS 4th L1 -L6, 85 (/ 6279) n. 4 --------- ------- Proposed Curb and Gutter SURVEY DATA PROJECT LOCATION 2nd LI -L5 e6 MINIINI MUM LOT REQUIREMENTS 0 8 3rd L2-L5. °• a Proposed 5' Wide Sidewalk 3rd L1 -L8, 82 R-4 LOT MINIMUMS: 4' 5' 7' SURVEY INFORMATION PROVIDED BY: PART OF SEJ OF SECTION 28, TOWNSHIP 121, LOT AREA 12,000 SF SLOPE Drains a and utilit easements ore shown thus: MEYER ROHLIN LAND SERVICES RANGE 23, AND 3rd L1 -L11, B3 / PER FT. 708 tat AVENUE NE PART OF SWJ OF SECTION 27, TOWNSHIP 121, 3rd L1 -L3, B4 LOT WIDTH -INTERIOR 75 FEET 1 3" p 2% MIN. 9 Y LOT WIDTH -CORNER 100 FEET SLOPERANGE 23, 3rd L1,B5 LOT DEPTH 100 FEET 5 BUFFALO, MN 55313 WRIGHT COUNTY, MINNESOTA. MAX BUILDING COVERAGE 30% DATED: FEBRUARY 12, 2019 GROSS AREA SEE PLATE 704 92.40 ACRES R -4A LOT MINIMUMS: 4" THICK, 5' WIDE CONCRETE CURB & 5 LOT AREA 18,000 SF CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ONo o BENCHMARKS (PROVIDED BY OTSEGO CITY PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE 9.:w APPROVED SUBGRADE 1 --- - ______ j__ ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION LENGTH = 8,820 FT LOT WIDTH -CORNER 130 FEET + (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH NGVD 29 DATUM): SEE SURVEY. LOT DEPTH 150 FEET AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30%Being 10.00 feet in width, unless otherwise TNH, EAST SIDE OF ODELL LANE, 1ST ODEAN AVE., AND 70TH ST.) D APPROVED SUBGRADE 30' WIDTH Indicated, and adjoining lot lines, and 10.00 HYDRANT N OF 75TH ST., ELEV=928.00 + ADJUSTMENT TO 135 FEET DEPTH I1PICAL STREt7 SECTION feet in width, unless ofberwis indicated, RR SPIKE IN PP, NW QUADRANT OF OGREN OPEN SPACE REQUESTED DUE TO EXISTING PARCEL and adjoining right-of-way lines as shown 26.79 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH h° scuE on the plat. AVENUE AND CO RD 38, ELEV=948.06 `, __ 20,405 SF i 1 i I 't - - >> 72 v �Tf pl j $I I i es'E _ -rte' a t I i 1 j f OUTLOT A !< ' 1 9g3a '\ ( 1 �• 1 Im j I - x7s1Y _ 1 ` I I 3rd `� ` \r' - f 1 l-_-- -- " MATCH LINE Sheets C1.3 / C1.5 1 % Rf�i �'✓X .. \ ISI " I - _ _ -�'� 'I II� I L2,\B3 /, 3rd-- I g " MATCH LINE -Sheets C1.4 C1.6 015 SF ,- \ STORM WATER __-_�_ - -------------- ~ I i is w`•' -. 1\ � H \ , _ I --' ---1-`_ _� - -- A � �. '•� L5 Bi j Ig \ \ G \ _ 'j - 9 131ao o 1 BASIN 3rd to 18''. L7. B2: , ,$ . _. v_r W.3en , 78,350 SF I¢ 1 •'i 1�&i, �. \t If+n �sy ns `S , �; 11 3rd ' w M' rte' 18,529 SF 1 ,�' 1 \ • i •^7 se``` ---- --- - ---I " I %1 L3, B3 1 I 1� 11 ` \ \ r�-''1 +r +'2�- -181--J-� _ - ' , - 16127 "'Ne9'38'•1 \ I -____- _ 0•w.___ -_ _____ __- _._. '� \ , .. `� 4,ts_ - 3 12 01! SF I Ne9' 23' 00'E ,r ..... ... ....._------------------926 32 r' _ NB9 , - -r ses• zY I `_ : "`` j �� . __� , j 1 1. I --(T. ' _ _ I B lol.00._:.� ezza-_T-eo.er__-_. 0'S 1 . \ I 1z_ _� j 1 _ Z3 I I \ I r I _ _ _ ___----------- ` __________ ! ----------- 7 ______ __- 1 'Stag P ----- ---- Y- r t t--- -- ------ ( Ci i o w , r •• � , j I I ° ,•/ \�'• -Ilao- ' ' I I 1 ^ L4. 61 \\ '',� S.�•. '•,�+ �,�•,• � ST , i ; 1 1 `. I I I .1.1. 'I I .. I i I� 1 , i t g3 est a.zo ' ` � � i 1 •, I I 13100__- _-___ , I �.I I I rC` ` __ ---- - l I I - IL8' d ,'� �1 3rd i '• \. \ 4 1', I I ` I I I 31 @ Cq 9 °' o i L5. 82 i in_ - L6, 82 i pp i b '^I I L7. 63 1 i tA2 Sf 1 . ,\, 18,39 SF \ A i Et . 1 I I L5, 83 L6; 83 81, y 929.02 ig 6,90 d ? i if -b 3rd 13 3rd j !j j s 1 �� rl i L 3rd 3 . I 8 I 3rd n I 3rd. i'S. i 3rd SF i $ 914.70 �i, ■ -. _... -- seg•• 22o1ow e'/e° '•. SF , 7 i bb I I I E e/e !!!. �I2 i 13.453 SF i 13,635 SF , , 13,635 ASF I $ I \12,732 �- '-------'-'r !d 9 SF j' :. i 16,787 SF I t 1; l j 14,38 , I 1 mvna7E III I, I i t� l - __ ____ \\ __ - ----------- L-20.V, ___-_____� 1 ____-_923 so.o J 1 }IL r I j R-15� L3 B7 L 20 n, caRnElE f R/w - - ��t'2> SO R wLE J - _ --.00 I I L-2144, R-fS00 3rd % : $ / : �., 2 �2 - _ ( _� L _____ L 2169. R 1 ______-__- I 26.549 SF r - i" 1 '• TOW.18L2'- -i- \ 21.24 Ne9' 23' De'E_ Y•E { 1� 1� =0.00 10100 6220 L�Yei R�70a9 n. r / - r •" Ne9' 23' 00•E 110.62 101.29 NB9'23' OD'E n in I J F/` 2' ``•w ._ .-......... - .. .. _ . I� - 1. -m,. -Y.... mraceu iourroxAr,» -se9•_-__ _ _ ___-__ r' `._--.. b bm 1 1YS' xlnr arc Axa ar ( 1 - ------------ I �' `. �m om 3rd Street - ��'�•- �W L2 61. 3rd' i / l � R-1 �`�?ao - .. a .. � \ e n oo•c�� r` x99. 2S o0 -E. �_ -x]350 ��- -- �� - -- - -� L-mr/A R-{!1100_ 17.474 SF i .`; Y� 'l1 / / i i.as.a a-z9aoo Ssas _ .w �---------- .J2 - --_ _- -iso - ---'- - 13zw - -- a7z. _ 1 2 111/ \ ` J -10.0- 'l �'/ p �] f 'car fr - - --- -- ( .---------- ----- (• u1Rmz"0,tool: --- ---- (-------- (' "i ' ,• it r s.o rr RwE E �Lounax avo j - ___-"1'', F- fI ---------- f ! �I / t / - /ii.. u"sEsrs Rosr u�Asriz --- ----------- ----- - g5 --J--' -- -- - ------ I ----------- 1 � F zle.er ( t% r - i r 11 _ -�.. r______ i I r___________________ /.____________ 1 1 I � I 1. 1 � L9' r _ se9• ar orw -' - ---' "- ;\ r/ r • e i r 1, 1' 1 j \ d lyOsr'y /3'�; Ig I i Ii.., _ I, , Ir •', i 1 t_ uA2eoz uus7m; 0 SF i/ i L2; 65 11. 8 I I I 1 _ I I 85 . v c°rs1Ru Laulrav .vm I A'. r L3. B5 • I 1 -L4:-65 I I L5. B5 g I % L6, 85 i I $ 1 - L7. BS I g b I L8, \ ` \ I t k'1 _ i tS - �nrE lxm an.wo r , 1. 3rd - , I - _ 1 8 I I I 3rd / 3rd Is, ' I 3rd w L1, Bt _�_ . i1 ! O i I jusrs Fosr uA9IeR // r 18.009 SF I $ ' -' 3rd ,.� , 3rd - 8 , 3rd I 1 a i 17, 18 SF T- ° \ o m 20,926 SF _I 18,022 SF ` •I ? i 18,022 SF , 18,022 -SF j I I \ 18;022 SF o 1 7 ; - N 1t I I 18.022 SF Ne I ,1 r ii i` ----- -------- -- F1 - j< L - - l ----- -- -----T------------ V'j 1' /._ `•\ - --1 6 _1- ` ----- --- iL L ---- 'iIS]So - --- - --- -- a coAA M ......... . .. .. -_ --_._ __ -.. = ti 0 w --------------- y ____- ------ 91.21 --: 199.7{ F- Q a , ]].50 11 6.35 Ne9' 21' oa'E ,-' -. 111. ' 1x99.23' 00•E 937.61 932.35 '. ` , :�.,.. 925.40 922.24 .... 921.96 WW V) a W ZQ o a. a 1= o = W EO LU cc J O Q E1;'�,�� m / 1 r u INDEX OF CIVIL SITE DRAWINGS: a 1 I CO PROJECT LOCATION PLAN holp C1.0 OVERALL LAYOUT AND PHASING PLAN 2II� rn C1.1-C1.7 PRELIMINARY PLAT p� C2.1 -C2.7 GRADING AND DRAINAGE PLANS 0 4 I C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS co N C4.1 -C4.7 STORM SEWER UTILITY PLANS � m o I C5.1-05.2 STREET PROFILE PLANS g 2 � ( C6 STORM WATER POLLUTION PREY. PLAN Y I O C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 N V � 0 coAA M o y � = ti 0 w � °e F- Q a UJ It 2,glmm�2''- Q On° a�a�� WW V) a W ZQ o a. a 1= o = W EO LU cc c � b C b c� •q I 2 o y � W V >. 0 E i 3ma I o �EoE 4 2,glmm�2''- V�Iwdco3 On° a�a�� m °03 � E,, ' V) o J Q � m u rZ 7� a w holp 2II� rn 0 co N � m o m 2 g 2 � Y O O U FILE N0. 00715 C1.S minary Plat EXIS 11B-5 0-2 PI -401#S PRONG H MELOTS LO S = 2 WETLAND DELINEATION R- 116-160-000-010 NEW HOME LOTS = 121 LEGEND PAGE LAYOUT: 118-500-284-204 TOTAL PROPOSED LOTS = 123 LOTS INFORMATION PROVIDED BY: ✓� 118-500-284-200 AG WETLAND SERVICES, INC. � �. _ � _. Existing Tree Line P.O. BOX 82 C1'2 118-500-273-200 PHASE 1 = 27 LOTS KIMBALL, MN 55353 s�e6cz $II9AGK --'-- Existing Wetland Boundary 118-500-284-201 PHASE 2 = 33 LOTS" FRONT YARD 35 FT EXISTING ZONING PHASE 3 = 38 LOTS- SIDE R/W 35 FT — - - — Existing R/W Line C1.3 C1.4 A-1 AND A-2 PHASE 4 = 25 LOTS i0. - SIDE INTERNAL 10 FT REAR YARD 20 FT Existing Easement AGRICULTURAL *EXISTING HOME LOT: L1, B6, 2ND ADDN ARTERIAL R/W 65 FT PROPOSED ZONING 'EXISTING HOME LOT: L5, B1, 3RD ADDN Existing Boundary Line C1.5 C1.6 RESIDENTIAL SINGLE FAMILY PROJECT DENSITYrRour LnTUNe 1st L7, BI 4th4 LI -L2, BI GROSS DENSITY: 1.33 LOTS/AC -- Proposed Street R/W 1st L7 -L15, B2 4th Lt -L8, B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL Proposed Lot Line D 50 100 750 1st L1 -L11, B3 4th L5, B4 (123 / 92.40) C1.7 ----------------- Proposed Setback GRAPHIC SCALE IN FEET 2nd L1-L5, B1 R -4A NET DENSITY: 2.33 LOTS/AC � 60' ? 2nd L1-L5, B2 (TOTAL LOTS / NET AREA) J --- 2nd L1 -L11, B3 3rd L1 -L10, B6 (NET AREA = GROSS AREA LESS R/W AND OUTLOTS) 16' 28 B. - B 16' - Proposed D&U Easement 2nd L1-L5, B4 4th LI -L6, 84 (123 / 52.79) w ---•---•-----'-•-•-•--••- Proposed Curb and Gutter 2nd Ll -L6, 65 4th LI -L6, B5 Q. ti a SURVEY DATA PROJECT LOCATION 2nd L1-L5 66 MINIMUM LOT REQUIREMENTS0 3rd L2-L5, B7 0. a Proposed 5' Wide Sidewalk R-4 LOT MINIMUMS: SURVEY INFORMATION PROVIDED BY: PART OF SE OF SECTION 28, TOWNSHIP 121, 3rd L7 -L8, 82 4' S' T LOT AREA 12,000 SF MEYER ROHLIN LAND SERVICES RANGE 23, AND 3rd L1 -L11, 83 LOT WIDTH -INTERIOR 75 FEET I SLOPE 1/3" PER F7. 2% MIN. Drainage and utility easements ore shown Thus: 708 1st AVENUE NE PART OF SWJ OF SECTION 27, TOWNSHIP 121, 3rd L1 -L3, B4 LOT WIDTH -CORNER 100 FEET a.-.. .> SLOPE BUFFALO, MN 55313 RANGE 23, 3rd L1,B5 LOT DEPTH 100 FEET L 5 WRIGHT COUNTY. MINNESOTA. GROSS AREA MAX BUILDING COVERAGE 307 PLATE 704 (� DATED: FEBRUARY 12, 2019 SEE 92.40 ACRES R -4A LOT MINIMUMS: 4" THICK,5' WIDE CONCRETE CURB & 5 LOT AREA 18,000 SF CONCRETE SIDEWALK ON -q & B BITUMINOUS MAT GUTTER PLACED ON ol o BENCHMARKS (PROVIDED BY OTSEGO CITY PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE... APPROVED SUBGRADE -1_--_ ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION EITHER SIDE LOT WIDTH -CORNER 130 FEET ( ) LENGTH =13,820 FT C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH NGVD 29 DATUM): SEE SURVEY. LOT DEPTH 150 FEET ' TNH, EAST SIDE OF ODELL LANE, 1ST AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30%Being 10.00 feet in width, unless otherwise ODEAN AVE., AND 70TH ST.) D APPROVED SUBGRADE 30' WIDTH Indicoted, and adjoining lot lines, and 10.00 HYDRANT N OF 75TH ST., ELEV=928.00 ' ADJUSTMENT TO 135 FEET DEPTH feet In width, unless otherwise indtceted, OPEN SPACE REQUESTED DUE TO EXISTING PARCEL TYPIC4L STREET SECMU and adjoining right -o( -way lines as shown RR SPIKE IN PP, NW QUADRANT OF OGREN no st0 on the plat. AVENUE AND CO RD 36 ELEV 948.06 26.79 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH sF /' 2 MATCH LINE Sheets C1.4 / C1.6 r' y` R 89'55'52" , @ •\ \ a.. \ f7•GS'S2'2" E a4 \\ 9)4.eO " • F // ' // I `+'a\ �] ♦ \` 1 I / \. \ \\� � \` .( 932.0 - - „ 1 (^<5.:', iti;t: '`" • �'• \ JJ 890.14 /+$ Irl SO •`\ \.•'��:/ l� \ - `\�\\\\ NN' 2Y 001c \. i ..4 s,'�? y - - _- -4ai ✓ - . \ \ v \ % \ . _ - _-_�,. -'"� vdi - c \ —.- -- - _ --- -- -- �'-- — J CO - i ': ` T00 I' _ 91 4.20 i5.0 IT woe- /_X ,\ •/;I `\ \ •.y I�\I 1 \ �... ( i~ 1 1- �L.�. � ✓3/V,bb 1 0l 1 -" _. \ \\ \ ♦ te,4� , .' •. \ 1 i 1 . \',,. 1 914.701 1 \'\ �� / i/ 17718 ' rl 916.10'. j - j - nJL� \ +i" J (I ;,J r� � � '� o' S T 1 \ 41o, �_ tC — _______ : ` // Q _ --_ , 1 • � i ' \ \ Neq•`0\� bl n 088.1217Qµ 0 R woe •— 0�^1 TTI ,•'is6!1 _ `\ \ �\ \ O1 �•, 11i I I I \1 __—_ -_ 1 _ ,\Y\0.��!,� / j 611' Y' ` . - \\ `. � -- I `o "oa'o'9u, .\\\\ ` \ 1 � I '• � K `\ +� - -- i s >"'I"0s]�usr w _ N'`�'• - : _\\a j p _ \ r,00se•RN N i-.- t \, '.\ ry�p05 \ ^\I ,V�, \k ` \ T 897.77 `\ ■ '\ ,+\•,, \\\ \1 Li (T� \v 1� 6' CO 135 \ 1 \ 1 i \ 913.77 ( V- ` T00 I' \,\ C3.1 -C3.7 .11 20108 •\`'4 '�\ - ' •,I:- '� I `•r \. \\ -tP AN 1 &IT. '1� ( i~ 1 1- �L.�. 8 ,.7c i IS k .\ \ \\I SY(1 1 - SF 1 0l 1 -" _. \ \\ \ ♦ te,4� , .' •. \ 1 i 1 . \',,. 1 O\AIJ 'm -i a7,_ _ t 1 17718 ' rl 916.10'. j - j I \ �_ un: tC — _______ 912591 Q _ --_ , 1 bl n 1 r� I \ L�TS56, R�1600 rr I I I ——._— - ,alas—R __—_ -_ 1 _ --- Nee se WE 908.82 -- - •I(:-a51)'TS•00'E__---N59']3�y,i - K D,OD, - ry1 -5'F -J I E l • E .'- `�i�, I ill i I, CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, !AN 55446 HENRY HANSEN (763)230-1610 I I \' R9 23 001 r t CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 T00 I I I C3.1 -C3.7 ._ �" ASN—m B '--i• C5.1-05.2 on 11 G¢ I Nam on — —�— — — — — C7.1 -C7.3 DETAILS I ' 1/L _ MATCH LINE Sheets C1.6 / C1.7 I 1 e N I mll7 I 1 L---- ------ ----- ,asoo'-= - "_' ---- ------ SOV 2r 60•w__ 916.10'. j Co j I �1 Lu un: tC _ __ -__ -____ Q _ --_ , II U I I i� I I L�TS56, R�1600 rr I I I 1 tr c - — - uo.o0 S a CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, !AN 55446 HENRY HANSEN (763)230-1610 I I I I i i INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN — —�— — — — — C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, !AN 55446 HENRY HANSEN (763)230-1610 e b C Is m W Z z wm m I" ON >, u`nio0 CO 1L W�y'3mull0 � �W I m au C7 UJ ° F tL LU ix C m aO3 is 20 rn U Z a e� V) IL W 00 as W ZQ o a IZ LUO �1 Lu tC e b C Is m ee :Oi I a N aga Z z wm m I" ON >, u`nio0 8bu W�y'3mull0 � �W I m au c $• C�Qlmoun]S wL"1pO «m-�- un3 •�ICE� oa � O.ja o� .yo N'rlwd�ea m aO3 is rn U I' a e� V) p b O p� qp e J Q II U tr c S a K O)NI� a, 2 II O e� O 2w� N m no o Co p U FILE NO. 00715 C1.6 Preliminary Plat EXISTING P.I.D. #S PROPOSED LOTS WETLAND DELINEATION 118-500-284-401 EXISTING HOME LOTS = 2 oo' _ 118-180-000-010 NEW HOME LOTS = 121 INFORMATION PROVIDED BY: 118-500-284-204 TOTAL PROPOSED LOTS = 123 LOTS AG WETLAND SERVICES, INC. 118-500-284-200 9516'. r ..__ P.O. BOX 118-500-273-200 PHASE 1 = 27 LOTS N KIMBALL, MN 55353 118-500-284-201 PHASE 2 = 33 LOTS" 1 EXISTING ZONING PHASE 3 = 38 LOTS - \ A-1 AND A-2 PHASE 4 = 25 LOTS L4, B5 4t AGRICULTURAL -EXISTING HOME LOT: L1, 86, 2ND ADDN mI 20,776 SF I PROPOSED ZONING -EXISTING HOME LOT: L5, Bt, 3RD ADDN SEE SURVEY, RESIDENTIAL SINGLE FAMILY PROJECT DENSITY \___ 1 I ! 1 � 1a -_, - - -- �i - - -- -- ----- - - B I a I 1st Lt, B1 4thth L1 -L2, 81 1st GROSS DENSITY: 1.33 LOTS/AC / 164.31 1st L1 -L15, B2 4th Ll -L8, 83 (TOTAL LOTS / GROSS AREA) 1st Lt -L71, B3 4th L5, B4 (123 / 92.40) 2nd 0-1-5, B1 R -4A NET DENSITY: 2.33 LOTS/AC 2nd 1-1-1.5, 82 (TOTAL LOTS / NET AREA) F 2nd 0-1-1 1, 63 3rd Ll -L10, B6 (NET AREA = GROSS AREA LESS R/W AND OUTLOTS) 16' 2nd L1-L5, B4 4th Lt -L6, B4 (123 / 62.79) 2nd LI -L6, B5 4th L1 -L6, B5 U 0. 2nd L7 -L5 86 MINIMUM LOT REQUIREMENTS a 3rd 1-2-1-5, B7 R-4 LOT MINIMUMS: 3rd 1-1-1-8, B2 LOT AREA 12,000 SF 4' 5' 7' 3rd L1 -L1 I. 63 LOT WIDTH -INTERIOR 75 FEET i 3rd Lt -L3, B4 LOT WIDTH -CORNER 100 FEET , 3rd L1,B5 LOT DEPTH 100 FEET w MAX BUILDING COVERAGE 30% GROSS AREA holy 92.40 ACRES R -4A LOT MINIMUMS: 4" THICK, 5' WIDE LOT AREA 18,000 SF CONCRETE SIDEWALK ON PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE---- LENGTH = 8,820 FT LOT WIDTH -CORNER 130 FEET (EITHER SIDE) AREA = 12.82 AC (INCLUDES 75TH LOT DEPTH 150 FEET ' ST_ MAX BUILDING COVERAGE 30% ODEAN AVE., AND 70TH ST.) *ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL 26.79 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH I i I I I I I I I m I 3 v I O 2 III SOD' J2' IOT U I 1DJ.43 120.00 '. 80.W 100.00 BQW 9RW 1. 1 it $ I C3, 82 I I S 1 JL4, 821 81 "' IS I L7 83'� I F L2, 83 I " L3, B3' 1 1 s' s 4th I iC11ri 4th I ji 'l11k !�? 4th" iSSi 4th i !i 4th' i8 • SF I i; st 16,151 SF I ! 1�; =I^ 113,452 SF !6.1 12,150 SF i' 12,150 SF !' i S n 114,004 II\I$ I I = I 1 I __- -1��-J I III__ r I - - I __-J -4-- --II' I 1 \ ' 009 ^ I,1 L ---I - I I I --j' ' II I I ISL_____ __J L_____-�____J L 1 WNfWY Lao'- AIA I L�215B, R=1100 I MM80X OWSTM •` ' 6/e ' ----, Z I i 042 I1(\/i/ _ M L__ I uses MT -m 1fPE RaN CITY AND= R�ISW -' �' - CMICRE2E I , i I -&.- _J L _ __L._._-_ E - �- _ _- R�SJOOO - HI]] _7 eo - BS --=11]1 ± T--- __ d A 28 8 - B 16' 4 FT. 'SEE PLATE 704 CONCRETE CURB & A& B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH TIPIGIL STREET SECnON xn scar 0 n &\��\l RM LORI IE 1 SETBACK oo' _ SETBACj( FRONT YARD 35 FT 90.00 11 '\ saw •\ \ \ SIDE R/W 35 FT l 4.W -�- ---------- to' SIDE INTERNAL 10 FT REAR YARD 20 FT 9516'. r ..__ , , -- ____ ARTERIAL R/W 65 FT rsart LOTUNE W I>e , t LOT DETAIL 28 8 - B 16' 4 FT. 'SEE PLATE 704 CONCRETE CURB & A& B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH TIPIGIL STREET SECnON xn scar S00' 3Y 10-E i 11 i N I &\��\l m U an ve �PART PROVIDED BY. oo' _ 'W'' 90.00 11 '\ saw •\ \ \ 500'32 CE - l 4.W -�- ---------- __------.,�- --- 9W ]2 -0E 154.W \ -- L�,. B3 l i 9516'. r ..__ , , -- ____ - -\ - \ = --- l 2558 i i 4th is 12,150 SF W I>e , t i� ___ 1 r-- \ I i• 1 I 1 o 1II L3, B5 4th L4, B5 4t L L85 14th 41 '\ ' 20,828 SF \ I1I�I IiI NGVD 29 DATUTA): mI 20,776 SF I 20,790 SF ,I 790 SIF 20, 1 1 SEE SURVEY, ----------- ; l , _' - --- --- - \___ 1 I ! 1 � 1a -_, - - -- �i - - -- -- ----- - - -D rt- I a I RR SPIKE IN PP, NW QUADRANT OF OGREN 164.31 -151.00 54.5] S00' 3Y 10-E i 11 i LEGEND .�.. , Existing Tree Line ---- Existing Welland Boundary Existing R/W Line - - - - Existing Easement Existing Boundary Line -- Proposed Street R/W Proposed Lot Line ------------ Proposed Setback ---- ------ -- ...... __ Proposed D&U Easement ----------------- -- Proposed Curb and Cutter Proposed 5' Wide Sidewalk Drainage and utility eosements are shown thus: 5 5 0 0 Being 10.00 feet in width, unless otherwise indicated, and adjoining lot lines, and 10.00 feet in width, unless otherwise indicated, and adjoining right-of-woy lines as shown on the plat. I I BOW L7, B3 I I L 4th 3 -- 4th I S I 12,731 SF 1 12,150 SF 15 r is COY 11vE n1TN cnr.wD _ usrs vosr uAst2R - _ __-- j _ _L- N00' 12' 111*7 1 V 11].]8 -- 6/6 ' \ 1 i ovz 1 - - ------ RJe I i �!•o Oro9 I I s L7 B4 4th gl (1 ` biz j 17,888 SF `L I ` 1 ['_i i 1 - ----------- S00' -- -- . !_, &\��\l C1.0 �PART PROVIDED BY. oo' _ 'W'' 90.00 11 '\ saw •\ \ \ R "� I ( \ L�,. B3 l i I L5, B3 I 1 '�6 133 4th i S' 12150 SF i 4th is 12,150 SF 1 , 4th ' i 12,150 SF W I>e , t DATED: FEBRUARY 12, 2019 1 �I - -- -A -- -- LEGEND .�.. , Existing Tree Line ---- Existing Welland Boundary Existing R/W Line - - - - Existing Easement Existing Boundary Line -- Proposed Street R/W Proposed Lot Line ------------ Proposed Setback ---- ------ -- ...... __ Proposed D&U Easement ----------------- -- Proposed Curb and Cutter Proposed 5' Wide Sidewalk Drainage and utility eosements are shown thus: 5 5 0 0 Being 10.00 feet in width, unless otherwise indicated, and adjoining lot lines, and 10.00 feet in width, unless otherwise indicated, and adjoining right-of-woy lines as shown on the plat. I I BOW L7, B3 I I L 4th 3 -- 4th I S I 12,731 SF 1 12,150 SF 15 r is COY 11vE n1TN cnr.wD _ usrs vosr uAst2R - _ __-- j _ _L- N00' 12' 111*7 1 V 11].]8 -- 6/6 ' \ 1 i ovz 1 - - ------ RJe I i �!•o Oro9 I I s L7 B4 4th gl (1 ` biz j 17,888 SF `L I ` 1 ['_i i 1 - ----------- S00' -- -- --� SOa JY IDE_ 9.65 --------------- L2, ------ -L2, B4 i 4th 18,022 SF/ I I I ' I ' \� 13JSD `fi7. E PAGE LAYOUT. CLIENT: VHF INVESTMENTS, C1.1 C1.2 LLC C1.3 C1.4 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN 131,5 C1,6 (763)238-1610 0 50 100 150 131.7 GRAPHIC SCALE IN FEET it . !_, &\��\l C1.0 �PART PROVIDED BY. oo' _ \N- MEYER ROHLIN LAND SERVICES RANGE 23, AND R "� 708 1st AVENUE NE t% I I i II I I I I --� SOa JY IDE_ 9.65 --------------- L2, ------ -L2, B4 i 4th 18,022 SF/ I I I ' I ' \� 13JSD `fi7. E PAGE LAYOUT. CLIENT: VHF INVESTMENTS, C1.1 C1.2 LLC C1.3 C1.4 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN 131,5 C1,6 (763)238-1610 0 50 100 150 131.7 GRAPHIC SCALE IN FEET it SURVEY DATA PROJECT LOCATION C1.0 �PART PROVIDED BY. OF SEJ OF SECTION HIP 121, 22 MEYER ROHLIN LAND SERVICES RANGE 23, AND R "� 708 1st AVENUE NE PART OF SWJ OF SECTION 27, TOWNSHIP 121, BS BUFFALO, MN 55313 RANGE 23, 4"b h I I WRIGHT COUNTY, MINNESOTA. W I>e , t DATED: FEBRUARY 12, 2019 -L �I BENCHMARKS CITY BYOON, LEGAL DESCRIPTION I i• 1 I 1 ENGINEER ' HAKAN30N ANDERSPRVIDED ZINC. ('1 I NGVD 29 DATUTA): IW I SEE SURVEY, I TNH, EAST SIDE OF ODELL LANE, 1ST \ _ CO) LUM HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 1 - t x F �1 II U a 6 W `-' 16280.7 _ ,- _--- i 20211 -- ''I I I I ! I I I I CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 22 C2.1 -C2.7 GRADING AND DRAINAGE PLANS R "� .\ ! L5, 4th4 1 •, I BS C5.1-05.2 STREET PROFILE PLANS 4"b h I I 20.633 SF i W I>e , t I (I'. -L �I 1 Dvz I I a I i• 1 I 1 , �• i' ' ('1 I Ei IW I T I \1Q -•. 1 20211 -- ''I I I I ! I I I I INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 22 C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 \' SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 BS C5.1-05.2 STREET PROFILE PLANS 4"b h I I M I 'a�.. r a3 �I f Ij .1�Ill I a .•I S RAE, ('1 IyL �41 Ei IW t r ;•\\l\S\- � -f=65:0-� \1Q -•. 1 \ _ CO) LUM 1 F INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 \' SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS N V 3 O m I rr^^ vJ EL A N �zlo N q h VIN U' UJ a. W It e°, C I_D CO WF Q ¢CCS( ,,hlwa a3 WW W0 v 0W to I a ZQ o (L a ►_ Ei IW 9 CO) LUM time m I A N �zlo N q h VIN �'a DoE I_D CO WF a. w0� u ¢CCS( ,,hlwa a3 O O U I a Ei E II U a a w holy c In to N m }} m 3 v U O D q U FILE NO. 00715 C1. Preliminary Plat I GEMMING NOTES: GENERAL GRADING NOTES: SURVEY DATA 1. SPECIFICATIONS APPLICABLE FOR. THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: SURVEY INFORMATION PROVIDED BY: FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING MEYER ROHLIN LAND SERVICES EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 708 1st AVENUE NE 2, OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY BUFFALO, IAN 55313 THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% BENCHMARKS PROVIDED BY OTSEGO CIN ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE ENGINEER, HAKANSON ANDERSON, INC. COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NGVD 29 DATUM): NOTIFY THE ENGINEER OF ANY CONFLICTS. BE 0.1'. 5. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE TNH, EAST SIDE OF ODELL LANE, IST SEQUENCED BELOW: SHALL BE 0.25'. HYDRANT N OF 75TH ST., ELEV=928.00 A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND GRAPHIC SCALE IN FEET E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION. PROJECT LOCATION PLAN). 11. THE GRADING. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON 5. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. PART OF SE� OF SECTION 28, TOWNSHIP 121, DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND RANGE 23, AND 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SWj OF SECTION 27, TOWNSHIP 121, GRADING CONTRACTOR. AT THE END OF EACH DAY'S WORK. RANGE 23, 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. WRIGHT COUNTY, MINNESOTA. GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED GARAGEG_-.� DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. _�_- .�.�._, Existing Tree Llne ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CIN STANDARDS. J SEE SURVEY. +1 =ADJUST 1 BLOCK UP --- - W LL Driveway Grade O �1 •,r; d* 1'!, ts. �.nn °F., �"! T' - ---__ -- - - - -- - p- y ` --- -- .c 8J`'1'41 I- oo I .�8 n C5 I w 75th Street 1 I _ �s;� 1., _._._._._.,o.. ,u�-777-,_ ��g< N 2M' _._._._._._._._. _._ _._. _._._._-_:L:_._._._._r_. 0.77.1 _._.'_/.�._ 2L�, a �'Z >` u10E .r.. , 927.50 ' ti `VN rYU pg 2f -E ___ ___ __ - _. ___ -__.__ ,T__ -._ __-_ _ _ - - - ,i - - `O y y V y I W IL u O 3 I � n � YII i _ .•i:tr - I ! _ 906 l 1920--."Lp 926.41 Na+ ..924 1_ , I I I I 922 4 - �0 . 1 4 0 � I NW3WmK I I m a � °''- sax 628.8 827.7 927.7 626.9 I 822,9 I 821.9 " 820,9 816.9 I 917.8 1 919.8 " _ LF923,0 I T` �' - LF824.7 I I LF824.7 I I I LF629,8 ' •-'LFB22.6 ' { LFB21.B LFB20.9 { LF818.8 - - I I I LF817.8 I I - , LF918.8 I JJJ ¢ I I { FBLO i I FBLO' 1 1 FBLO I FBCO FBWO - FSWO I ' FB.WO I FBWO -FBWO FBWO F8W0 j - / r " / - -- - - 891.9 I 832.7 892.7 891.8 969.9 ` °928.8_ 828.9 927.9 828.9 628.9 824.8 i [p29p pj L ._._._._._. .de I :B7. G ziz G i G 1"az 931.39 G G ua: I G „e7. G ��sz I G Baez I I G sez j I G ;:iez Ij Ii G :iBz 9?Ab y 1 ` 930.367 929.38 a 928.38 927.37 926.52 925,36 924.SQ 923.'5..; C, a 1 y R1000' 922 30 931.32 '... f ;. l I i -_ { -! ._ -__ I �._._ ____-_ __ _ \ �25.fi7 I 924.66 �6 6 !;� •1 L / W 928 76 ' / ' 130-62930.69 829.68 928.68 927.68 _ 926 67 -- _ (n I k i , r : _ • ' 92 � 931.54 i /' , i klp o l+Do yo 2+DD 5+ob 4+do 5+ _ s+oo +oo T �_ s+''oo §+o'D - rd+uo . // [G c.Al, v,'�: I .--�4 9-- ,�-.-'� �•-1.--.--• }- •.--•---�---..�- g21i�-�. .-F•- 2k 922.12 J ,' a W ._ 1 l I / �. 11-�^ g30 t 929 reed ' p', 927.85 ' 938.84, 925.84 92484 ` 923.83 v -t-- 923.21 \ \ (_.) S 929.50 929:86 � � _ _ 828.85 � _ � � � _ I � � a / I 931.18 931.80 930.86 � -X w.. - L. / / '• 4!" -'4^""I "[ - 'I /%� 7` j. is�,�i1•pY}}I 9zaj.s7 L -1.-& 3!5}f I >i;ef i 8 ------ %"��t 31.88 932.55 ' 931.5 930.56I 928.55 9�\• \ : 1{{ +-9�27.97 i yUQ •` xB L].BJ !].B1 I '-4.03 LS,BJtB,BJ L].BS LB,03 LB.83 L,0.B3 L,I,BJ ,'�11 M1 O /... �;n( i (•,1 ' ? I d ,.L G ., G G ,•1 { I G ., I G , 1 G ,., G ,., G ,rt G ,,, I G ,., G ,.1 az1s7 * �9 ;21.25 I Q a 892.1 I X32.7 892.7 831.7 890.7 829.7 .829.7 928.7 I I 828.8 828.8 Fl, I x 1 F�LQ FBWO FBWO FBWO FBWO F8W0 FB O FBWO FBWO FBWO FBLO Hf 11 v7 0 927.43 1 LF924.1 ' LF624.7 LF824.7 LF929.3 LF922.8 LF921.7 LF820.7 LF820.7 I I LF620.6 LF920.6 I LF818.8 I i i. .,.. 1 I `1 680 ,n c I y ` 929.1 824.7 . _924.7 I I 829.7 I 922.7 821.7 820.7 820.7 920.6 ,920.6 821.8 1 i 1 771 c� O O k X17 I _ _ _ ' I I `! i •R'y - t ` _ _ ..__91 (n (f) V1 N m > I �� I __. _ _ - L_ N __ _.__._J .-___ ____-J __1 �__-'.1{_ __ _-__-_____- _ �. _ __ " - ___ - _ _ .917741 i •� 1 M m O N - y ; > 977.68 Bx 918.70 a ae 918.32 z.ox �+ 918.00 _ - i O 2 O R1000' �'1. 930.26 a) 917.72 Y __ _�_8_l�l.l0_Iw_ -__ _ ___--------- ___- 918 91.7.82 _ __918,00 _ _ 48-- 18.80 1 ___... 8��1 z °------ r I - -__- { (� - - - i - l _- -`9� 1, 9 ��!• �,I�i - �_�_.� I I I MATCH LINE Sheets C2.1 / C2.3 ` - - Ij - - { I I MATCH LINE Sheets C2.1 9,1 II 1 I 1 j I I I i _ _ ._ I FILE NO. 00715 93 fi IN CIVIL SITE DRAW 930.80 ' o� ti's- _ 06 A_.. , ,SII+; I 't.{.�. - - - COD F PROJECT LOCATION PLAN - e z6x a a -z x} 0 2 r I { I ! j 822.7 I C1.0 E OVERALL LAYOUT AND PHASING PLAN - -- ��7 11 ; --- I� I i , e7 1 I N,� rti � I � 9 I ' ' 622.0 824.4 822.4 922.6 �Bf gy8 i 821.9 LF920,8 1� LF616.7 I''• - I LF918.4 I LF818.4 { I LF919.5 LF C1.1 -C1.7 PRELIMINARY PLAT 1033.3 I {, x24.2 i 923.1 I LF62LB FBWQ FB Lo ! ! FBLO FBLO FBLO FBLO Fl C2.1 -C2.7 GRADING AND DRAINAGE PLANS C2.1 '1 LFF2.a� �I Fewo ;'e29.e 920.6 _{ 92� G 027.4_ _ i e2z4, - _ _ 927.5 e C3.1 -C3.7 SANITARY AND WATER UTILITY PIANS 9sss - , I Fewo G µ,BJ G L➢B3B3 -.G XB3' ' C4.1 -C4.7 STORM SEWER UTILITY PLANS ` • 1 I ! I 932.2 I- - 931.1 I G 13,8].. 1 ¢ne I me I . _ 2w - _._ zna - ana - 1 924.87 G 832.6 1_ LF624.6 I'I C5.1-05.2 STREET PROFILE PLANS LF929.6 I I 1 8825 - I L491 I II { ,I C' z;el G Via' I 929.66`- - ma 926.52 ! - 927.4 i i 926.41_ I I 926.65 6 927.10 - N 927.22 1 - - { h +", C6 ST WATER POLLUTION PREV. PLA Gradin and MLWO 93o.ez 1 I I - - I -- �- - - - - -- - Y 1- - C7.1 -C7.3 DETAILS W �e „+ N Drains Plan PAGE LAYOUT: CLIENT` VHF INVESTMENTS, C2.1 C2.2 LLC 14505 43rd AVENUE N. PLYMOUTH, NIN 55446 n HENRY HANSEN (763) 238-1610 0 50 100 1.50 F- V 3 Z GRAPHIC SCALE IN FEET Q LEGEND � a w TYPICAL HOUSE PAD 9;, Existing Spot Elevation= Z «13 CDIInn Q O V = P03 - - - Existing Contour m LU Q GARAGEG_-.� _�_- .�.�._, Existing Tree Llne IL t] 828.7 SUGGESTED GARAGE FLOOR ELEVATION J F8W0 SUGGESTED BUILDING TYPE LOWEST - - -- Existing Wetland Boundary W Z i O LF821.7 821.7 FLOOR ELEVATION LOWEST OPENING ELEVATION " " Existing Storm Sewer WLU m ro Q _ nu, o.crur.rr -•-•-•-•- Propsed Storm Sewer 9 . A 0 +1 =ADJUST 1 BLOCK UP --- - W LL Driveway Grade O �1 •,r; d* 1'!, ts. �.nn °F., �"! T' - ---__ -- - - - -- - p- y ` --- -- .c 8J`'1'41 I- oo I .�8 n C5 I w 75th Street 1 I _ �s;� 1., _._._._._.,o.. ,u�-777-,_ ��g< N 2M' _._._._._._._._. _._ _._. _._._._-_:L:_._._._._r_. 0.77.1 _._.'_/.�._ 2L�, a �'Z >` u10E .r.. , 927.50 ' ti `VN rYU pg 2f -E ___ ___ __ - _. ___ -__.__ ,T__ -._ __-_ _ _ - - - ,i - - `O y y V y I W IL u O 3 I � n � YII i _ .•i:tr - I ! _ 906 l 1920--."Lp 926.41 Na+ ..924 1_ , I I I I 922 4 - �0 . 1 4 0 � I NW3WmK I I m a � °''- sax 628.8 827.7 927.7 626.9 I 822,9 I 821.9 " 820,9 816.9 I 917.8 1 919.8 " _ LF923,0 I T` �' - LF824.7 I I LF824.7 I I I LF629,8 ' •-'LFB22.6 ' { LFB21.B LFB20.9 { LF818.8 - - I I I LF817.8 I I - , LF918.8 I JJJ ¢ I I { FBLO i I FBLO' 1 1 FBLO I FBCO FBWO - FSWO I ' FB.WO I FBWO -FBWO FBWO F8W0 j - / r " / - -- - - 891.9 I 832.7 892.7 891.8 969.9 ` °928.8_ 828.9 927.9 828.9 628.9 824.8 i [p29p pj L ._._._._._. .de I :B7. G ziz G i G 1"az 931.39 G G ua: I G „e7. G ��sz I G Baez I I G sez j I G ;:iez Ij Ii G :iBz 9?Ab y 1 ` 930.367 929.38 a 928.38 927.37 926.52 925,36 924.SQ 923.'5..; C, a 1 y R1000' 922 30 931.32 '... f ;. l I i -_ { -! ._ -__ I �._._ ____-_ __ _ \ �25.fi7 I 924.66 �6 6 !;� •1 L / W 928 76 ' / ' 130-62930.69 829.68 928.68 927.68 _ 926 67 -- _ (n I k i , r : _ • ' 92 � 931.54 i /' , i klp o l+Do yo 2+DD 5+ob 4+do 5+ _ s+oo +oo T �_ s+''oo §+o'D - rd+uo . // [G c.Al, v,'�: I .--�4 9-- ,�-.-'� �•-1.--.--• }- •.--•---�---..�- g21i�-�. .-F•- 2k 922.12 J ,' a W ._ 1 l I / �. 11-�^ g30 t 929 reed ' p', 927.85 ' 938.84, 925.84 92484 ` 923.83 v -t-- 923.21 \ \ (_.) S 929.50 929:86 � � _ _ 828.85 � _ � � � _ I � � a / I 931.18 931.80 930.86 � -X w.. - L. / / '• 4!" -'4^""I "[ - 'I /%� 7` j. is�,�i1•pY}}I 9zaj.s7 L -1.-& 3!5}f I >i;ef i 8 ------ %"��t 31.88 932.55 ' 931.5 930.56I 928.55 9�\• \ : 1{{ +-9�27.97 i yUQ •` xB L].BJ !].B1 I '-4.03 LS,BJtB,BJ L].BS LB,03 LB.83 L,0.B3 L,I,BJ ,'�11 M1 O /... �;n( i (•,1 ' ? I d ,.L G ., G G ,•1 { I G ., I G , 1 G ,., G ,., G ,rt G ,,, I G ,., G ,.1 az1s7 * �9 ;21.25 I Q a 892.1 I X32.7 892.7 831.7 890.7 829.7 .829.7 928.7 I I 828.8 828.8 Fl, I x 1 F�LQ FBWO FBWO FBWO FBWO F8W0 FB O FBWO FBWO FBWO FBLO Hf 11 v7 0 927.43 1 LF924.1 ' LF624.7 LF824.7 LF929.3 LF922.8 LF921.7 LF820.7 LF820.7 I I LF620.6 LF920.6 I LF818.8 I i i. .,.. 1 I `1 680 ,n c I y ` 929.1 824.7 . _924.7 I I 829.7 I 922.7 821.7 820.7 820.7 920.6 ,920.6 821.8 1 i 1 771 c� O O k X17 I _ _ _ ' I I `! i •R'y - t ` _ _ ..__91 (n (f) V1 N m > I �� I __. _ _ - L_ N __ _.__._J .-___ ____-J __1 �__-'.1{_ __ _-__-_____- _ �. _ __ " - ___ - _ _ .917741 i •� 1 M m O N - y ; > 977.68 Bx 918.70 a ae 918.32 z.ox �+ 918.00 _ - i O 2 O R1000' �'1. 930.26 a) 917.72 Y __ _�_8_l�l.l0_Iw_ -__ _ ___--------- ___- 918 91.7.82 _ __918,00 _ _ 48-- 18.80 1 ___... 8��1 z °------ r I - -__- { (� - - - i - l _- -`9� 1, 9 ��!• �,I�i - �_�_.� I I I MATCH LINE Sheets C2.1 / C2.3 ` - - Ij - - { I I MATCH LINE Sheets C2.1 9,1 II 1 I 1 j I I I i _ _ ._ I FILE NO. 00715 93 fi IN CIVIL SITE DRAW 930.80 ' o� ti's- _ 06 A_.. , ,SII+; I 't.{.�. - - - COD F PROJECT LOCATION PLAN - e z6x a a -z x} 0 2 r I { I ! j 822.7 I C1.0 E OVERALL LAYOUT AND PHASING PLAN - -- ��7 11 ; --- I� I i , e7 1 I N,� rti � I � 9 I ' ' 622.0 824.4 822.4 922.6 �Bf gy8 i 821.9 LF920,8 1� LF616.7 I''• - I LF918.4 I LF818.4 { I LF919.5 LF C1.1 -C1.7 PRELIMINARY PLAT 1033.3 I {, x24.2 i 923.1 I LF62LB FBWQ FB Lo ! ! FBLO FBLO FBLO FBLO Fl C2.1 -C2.7 GRADING AND DRAINAGE PLANS C2.1 '1 LFF2.a� �I Fewo ;'e29.e 920.6 _{ 92� G 027.4_ _ i e2z4, - _ _ 927.5 e C3.1 -C3.7 SANITARY AND WATER UTILITY PIANS 9sss - , I Fewo G µ,BJ G L➢B3B3 -.G XB3' ' C4.1 -C4.7 STORM SEWER UTILITY PLANS ` • 1 I ! I 932.2 I- - 931.1 I G 13,8].. 1 ¢ne I me I . _ 2w - _._ zna - ana - 1 924.87 G 832.6 1_ LF624.6 I'I C5.1-05.2 STREET PROFILE PLANS LF929.6 I I 1 8825 - I L491 I II { ,I C' z;el G Via' I 929.66`- - ma 926.52 ! - 927.4 i i 926.41_ I I 926.65 6 927.10 - N 927.22 1 - - { h +", C6 ST WATER POLLUTION PREV. PLA Gradin and MLWO 93o.ez 1 I I - - I -- �- - - - - -- - Y 1- - C7.1 -C7.3 DETAILS W �e „+ N Drains Plan GENERAL GRADING NOTES: 1. SPECIFICATIO14S APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR OTSEGO, IAN, AND THE LATEST MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 5. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS SEQUENCED BELOW: A. SILT FENCE. B. ROCK CONSTRUCTION ENTRANCE. C. DEMOLITION D. COMMON EXCAVATION (GRADING). E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PLAN). 6. FI14AL PLAT SHALL GOVERN FOR EASEMENTS AND LOT DIMENSIONS. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE GRADING CONTRACTOR. B. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. I _y 0990 I I _ _ �. GENERAL GRADING NOTES: 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS, THE GRADING CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY THE STANDARD PROCTOR TEST -ASTM: D-698 WITH COMPACTION MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL BE 0.1'. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.25'. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED 114 THE FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION. 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY AT THE END OF EACH DAY'S WORK. 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED GRADE UNLESS OTHERWISE NOTED. 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE PER CITY STANDARDS. jP00 Z�,ca?oa ^o to •A, 0 913.45 C N 22_75 j 922.82 22, 922.12 921.97' - 921 25 � i i 0 r ;i 1 I "-91915' ,I I g78 l � C)209 / e _--- m ea �I1 6' 1 - - - N m O u 111 1 9TI i 1 rll _ - ' 1 I - I' + 1 _ - 111.6 I a 9 i 1 A11 1 I I� f � � I 913.78+ I 4111"AT/*d7e1410 SURVEY INFORMATION PROVIDED BY MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, IAN 55313 DATED: FEBRUARY 12, 2019 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER. HAKANSON ANDERSON, INC. NGVD 29 DATUM): TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 PROJECT LOCATION PART OF SEJ OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SWj OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY PAGE LAYOUT: C2.1 C2.2 C2.3 C2.4 C2.5 C2.6 C2.7 TYPICAL HOUSE PAD PROJECT LOCATION PLAN GARAGEG N Z a WM It. 929.7 SUGGESTED GARAGE FLOOR ELEVATION = I- C7 LU FBWO SUGGESTED BUILDING TYPE LF821.7 LOWEST FLOOR ELEVATION 927.7 LOWEST OPENING ELEVATION � FB = FULL BASEMENT 'W'A W FBLO = FULL BASEMENT LOOKOUT a FBWO = FULL BASEMENT WALKOUT lw°d� oi3 MLWO = MULTI-LEVEL WALKOUT `Q TQ y 111 +1 = ADJUST 1 BLOCK UP i nl,r I� I r_Lll �I -------------- X x I I. ,Q i el0_ / 1 I I1 1 I _ BASIN DATA:\ BOTTOM=876.0 OUTLET=877.5 100YR HWL=879.9 \\\ WET STORM WATER BASIN MATCH LINE Sheets C2.2 / C2.4 BASIN DATA: BOTTOM=876.0 OUTLET=879.0 10OYR HWL=879.9 -DRAINAGE SPILLWAY ELV=879.0 ARTICULATED CONCRETE BLOCK OR CABLE CONCRETE sm 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND Existing Spot Elevation Existing Contour Existing Tree line Existing Wetland Boundary Existing Storm Sewer - •- •- •- •- Propsed Storm Sewer e2sw Proposed Spot Elevation zm Proposed Contour Driveway Grade ........................................... L- TO- ;,' JG" (11 nrL- n n s ; u h x r.Ts 61 .G 737 2 INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 b Com PROJECT LOCATION PLAN Ll! 2 N Z a WM It. a = I- C7 LU a ro O z LU IL o a ¢ W � � 'W'A W to a Z lw°d� oi3 Q `Q TQ y 111 U I• Q Q o 0) LU fa�b$V) o M b Com PROJECT LOCATION PLAN x N 2 N bN a" -W L�ys`i DN �Y �G G `WIQ�fM6, V q Imm Ort j / C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 oaa 5 �3 V ij lw°d� oi3 $ode j C7.1 -C7.3 U a o fa�b$V) o m V V ►r'. II O W � � c LL11 s 5 a Z J.vA W �pH 0 m o 17 p In o 1n N O m m W m W 2 3 O � h Y W U O O FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C2.2 / C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN Grading and j C7.1 -C7.3 DETAILS Drainage Plan GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA PAGE LAYOUT: CLIENT: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A VHF INVESTMENTS, MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: SURVEY INFORMATION PROVIDED BY: FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING MEYER ROHLIN LAND SERVICES C2.1 C2.2 LLC EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 708 Tat AVENUE NE 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY BUFFALO, MN 55313 THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH C2..3 C2.4 14505 43rd AVENUE N. 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 PLYMOUTH, MN 55446 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BENCHMARKS PROVIDED BY OTSEGO CIN HENRY HANSEN 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE ENGINEER, HAKANSON ANDERSON, INC. C2.5 C2.6 (763) 238-1610 COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NGVD 29 DATUM): NOTIFY THE ENGINEER OF ANY CONFLICTS. BE 0.1'. 5. EROSION CONTROL SHALL BE CONSTRUCTED. AS APPLICABLE, AS B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE TNH, EAST SIDE OF ODELL LANE, 1ST 0 50 100 150 t - SEQUENCED BELOW: HYDRANT N OF 75TH ST., ELEV=928.00 SHALL BE 0.25'. V A. .SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED C2. % LU B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN GRAPHIC SCALE IN FEET -3 Z C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 ��Q J //�� D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND v) Cc IL E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION. PROJECT LOCATION LEGEND = IL q WO PLAN). 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TOAES. a� :a,a c Existing Spot Elevation DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND PART OF SEI OF SECTION 28, TOWNSHIP 121, TYPICAL HOUSE PAD LU O Q 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT RANGE 23, AND ._.. ---- W q Z - vrrs Existing Contour ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SQ OF SECTION 27, TOWNSHIP 121, W d Q GRADING CONTRACTOR. AT THE END Of EACH DAY'S WORK. RANGE 23, Existing Tree Una O [ Q 8. EROSION CONTROL IAAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. WRIGHT COUNTY, MINNESOTA. GARAGE G _ .J o 828.7 SUGGESTED GARAGE FLOOR ELEVATION GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED - - - - Existing Wetland Boundary W DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. FB WO SUGGESTED BUILDING TYPE Z O Z ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LF821.7 LOWEST FLOOR ELEVATION .. ,. Existing Storm Sewer W W to Q SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CITY STANDARDS. LEGAL DESCRIPTION 821.7 LOWEST OPENING ELEVATIONQ 0 SEE SURVEY. -•-•-•-•- Propsed Storrs Sewer - 1 it \ ',.I / p/, �� 1<.:f� •.�..f �/' I/ %'' 4311 � / RI000' vl 41 1 � 1 1-] iG1'�7 `6•, .�.� �._.� _. �. _._t.•,y.. _. _. � � � _. wry.. 'q'>'4�_ 0�� . o�� • o,`I' 9 los -- z.zs: 1 999.3" - 1. I LF925.3� FB 828.8 FB 939.3- I I I 19'�°� 2 I I' 'I> „I LF923.6 1932.6 i I 1 i9 8 e39'. , LF9z2.7 1 MLWO ! G s3o.7o-tea I r MLW' 991.8 I 1 ` MLIW LF929.6 1 ,G 932 990.7 930.75 I 991.9 aw 931.36 [ - -- usI s41 �.e, G i s3o m G see, eti sea i I 930.55 _ g I I t93O - -r- - `- ♦928.39 - I ♦ ' 929 07 - 82811 h -1 1 � ( - '. ::s+`r•� gkOD �� 931. 0+00 +b0 3+00 9?. _:4=yr _ - ------ - _ --799' _ 30.27 I �..._..__I -� '�` .........._. -' � -- - __ - 928. 45 FB = FULL BASEMEN Q FBLO = FULL BASEMENT LOOKOUT • ass.w Proposed Spot Elevation Q Z p FBWO = FULL BASEMENT WALKOUT Q MLWO = MULTI-LEVEL WALKOUT sm Proposed Contour = Q +1 = ADJUST 1 BLOCK UP LU Q Driveway Grade N 7111 I, 1III , LU II I oll ( MATCH LINE Sheets C2.1 / C2.3 -_ 0 a $ a � 917I.6n y, 918.70.. tet_ 8.32 bi 917.82 918z.0o0 919.96 9 18.60 918.90 918 .-__ ? aa , II• I o z y�° f �.e I Iii I i1 j J' �( I 1 jl SII it a a � ;o!I .820.8 B I , I I I-,. , L ♦ o 9 •I II - -- - - 821.1. - LF020.8 F - --LF919.7 I L,F818,0 I. LF818.4 I LFB1B.4 I ° U I ^ a 1, 924.2- 823.1 -O B WO I FBWO- FBLO FBLO FBLO FBLO i E J mo O 928.8 927.7 _ 827.0 _ _ _ , 827.4 - - 827.. v1 '• �a Ie FBWO-. -- _' FBWO 829.9 I u.es ... G s.e3... ibb3 �i uea .G. �, G et e 5 0 I, I 1831.1 :4 I. G as 1 "�b°„ C I I I G u,aa I zna 8---927.40 I 926.47 _� _ _ 1 926.65 f_ I 927.10 N I E° qK 444444 � 1 I" I I G ' use I zea 929.66 - -928 52 � l 0� J � ( � � ° i I' I .' 04 52 •t (� I 926.70 _ -- � 92762 -� �- - 926.40 a - 928 96 _ 50.i2 - -:: a _ ,. .-f ... r - • - 9ry8 01 - --CSr-emoi- N -_4-++ 2+00 3+6 -10+-00 {'�1--' +UO 92# 0) a+ uZ+ I F� 928 ..•ti. � 929• - - -- 1 2 I r ......�- V I i - 928.66 N� 1 li 1..192938_ - 928.51 -� ------------ 0.aii �f 93D.99 I I,6,ez 92 � • s3i G 1910 929.2o -- q;2 , 1 i BSL9 ( I Le9 2 66 I u,ez t u.ez I I, MLWO I G I l �99L6 I I LF929.6 I l I I I, 1 I 892.6 932. I5 L MLWO 828.8 I 1 92s �' 1 I I MLWO I ( MLWO I-LF923.4- I _ \, j! !-1_ •es. - ZF924A ( LF024.0 I 928.5 > t } - .e.928.6 i •. -- 926029.6_ i 1 - - - - Po --------` 9224 E4 I , ._-___�� _____ 1 92BO _.__ ..• `, � .60: 92980 --------= 926.9 8 . a _--___- •-f •�- ' 1 , szsi 4 1\ 'ate -- ------ -------- / ..�930928��;, - _._.934- _._.__.__._._._:_._._._._.L._._. 9--_ -:--� I 9 1 - -- 317.00 --zo99' N - 925.88 929.08 -_ - __ •. 01'h, --__ __ _ _-- l 9 .64 6 tJ.l - - m 21 �_9 (� -• I.I 930.93 I _ Ian 1 1 u.e44/ I{ G1* G 828.0 , B2B.9 I I I 7�tx ! 92 FB Q I 1 1\ G 991.2 G i 1 i FBWO , I g2 o i! LFezos I 9 SII I I 'N m o x a LB1 9sfz I � •�; FBWO 1 F�WO LF82t9 I 921.0 929.9 I 929.2 0 92L9/928,9 I 1i 921 85_ - 1., - - ,-'. Ci I ( / I ,' \ I I• \ it' 0 _____ I -s. 116.63 �91• mm Q,:- 920.89 - '>:. 1 --919.27- _ _920 83 _- /A'^O �U _ 9 6-1 __ _ J 914.20 V) (n (f) •u .b _! 916.30 U � � U $ '1 I �i , - -820.06 1I c co m I 04 A-- p- zsx 1 • 1 W 918.68 II 0 m W j 3 U 924.2 z.§x O N N I I O O a n 1 MATCH LINE Sheets C2.3 / C2.5 (_ INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 1 \ a yo m , -�%' - �,:' I g♦` CO PROJECT LOCATION PLAN I RzSo' ep s° oo C1.0 OVERALL LAYOUT AND PHASING PLAN ------------ - C1.1 -C1.7 PRELIMINARY PLAT 1 •�__ -_ - _.-918.53 �.; � � _ -_ , • 1 r : - - ' " _ I C2.1 -C2.7 GRADING AND DRAINAGE PLANS "cd, 9256z o ;1 __ _ C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS a c s,�iyos y� j I C4.1 -C4.7 STORM SEWER UTILITY PLANS �• �\�;'., a•G2s0 I1 C5.1-05.2 STREET PROFILE PLANS ♦� �., \ I I I m� C6 STORM WATER POLLUTION PREY. PLAN Grading and �. 820.5 I II 920.5 920.6 1 rn C7.1 -C7.3 DETAILS Drainage Pian GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA t. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER ._-- 1 t STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A SUGGESTED GARAGE FLOOR ELEVATION MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: SURVEY INFORMATION PROVIDED BY: FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING MEYER ROHLIN LAND SERVICES EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 708 1st AVENUE NE 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY BUFFALO, MN 55313 THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH 1P i, 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BENCHMARKS (PROVIDED BY OTSEGO CITY OTS, 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE ENGINEER, HAKANSVI ANDERSON, INC. ENGINEER, COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NGVD 29 DATUM): NOTIFY THE ENGINEER OF ANY CONFLICTS. BE 0.1'. 5. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE E OF ODEL L LANE, 1ST TNH, EAST SIDEDEL SEQUENCED BELOW: SHALL BE 0.25'. HYDRANT N 75TH ELEV=928.00 A. SILT FENCE. B. ROCK CONSTRUCTION ENTRANCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION, PROJECT LOCATION PLAN). 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. PART OF SES OF SECTION 28, TOWNSHIP 121, DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND RANGE 23, AND 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT PART OF OF SECTION 27, TOWNSHIP 121, ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE GRADING CONTRACTOR. THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED. ESPECIALLY AT THE END OF EACH DAY'S WORK. RANGE 23, 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13, ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. WRIGHT COUNTY, MINNESOTA. GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CITY STANDARDS. � SEE SURVEY. _o- I I I I- -p. MATCH LINE Sheets C2.1 / C2.4 Ago 1 - _- III. II 922.4 I II r 922 5 LF919.4 F .I - LF91B 5FBL'- FB€o927.. 927 ¢UBJ tea'GG-and 9. 7.10 _ t } �936_�a r 92652 --� PROJECT LOCATION PLAN 924.1 � I4+00 926 ._-- 1 t -----------� i Z 926.20 SUGGESTED GARAGE FLOOR ELEVATION ---- m - - - SUGGESTED BUILDING TYPE LF,.,.7 926.90 „LJ,BS 1 I ,` it 916A N La9'+ y w ei.B-G G N .FBWO I I 1 927.1 FBWO L919.0 '917.5'1' FBWO = FULL BASEMENT WALKOUT 0 1P i, ZQ +1 = ADJUST 1 BLOCK UP gA 916f3--875.95 16 3 __-914 __-91 4 in o i1 ,III / I I> 978.8 FOLO LF ) 919.8 - LO - � G toA3 1 I aw _ 91 G.3A - PAGE LAYOUT: C2. 1 C2.2 C2.3 C2.4 I C2.5 I C2.6 C2.7 TYPICAL HOUSE PAD 9112- 914.06 913.78 911.60 913.14 PROJECT LOCATION PLAN GARAGE G ._-- 1 t -----------� i 828.7 SUGGESTED GARAGE FLOOR ELEVATION tZ W FBWO SUGGESTED BUILDING TYPE LF,.,.7 LOWEST FLOOR ELEVATION 821.7 LOWEST OPENING ELEVATION I ,` it 916A FB = FULL BASEMENT Z� FBLO = FULL BASEMENT LOOKOUT '917.5'1' FBWO = FULL BASEMENT WALKOUT 0 MLWO = MULTI-LEVEL WALKOUT ZQ +1 = ADJUST 1 BLOCK UP // /� c�r-1✓nv I r ! I' s7e , 9,645 �� 1 MATCH LINE Sheets C2.2 / C2.4 '41 �r-��yd%� r_ g 1 -, ` m 6 o m ----- ---- ` 1 ss q it _ BASIN DATA: - ,- - - r1,1 BOTTOM=876.0 '^ OUTLET=879.0 100YR HWL=879.9 1.' 711117117 1 I I I \ l \ , , _ -- _. 1.74' USI -911- I L1 er' f \,i• i \ \ \ \ \ ' r 918.73 --_ - _ � - 913.77✓✓ /L 911. �Oi 1 1 � 1,K �l//U1Jl � �1�115\\ \ 1 \ \ \•`. � �� ' 1 � _ , _ ' Yet.<.; �• 1�,1 \', \ \ \ � \ \ 1 \\ �, a •,S1 . 161.1 \ \ \ \ \ rot 919.33 1 ' 1yp5 i5- - and G 2 0 1)23.9 1 , l a FBLO � FBWO 1 d1 i.F911.7 si � LF9169 916.7 ! F 11 �a DRY _- -1 BASIN DATA: STORM WATER \` BOTTOM=906.0 ouTLET=906.0 DA5/1V ll 10OYR HWL=911.6 �- -- 91 1MATCH LINE Sheets C2.4 / C2.5 DRAINAGE SPILLWAY ELV=879.0 ARTICULATED CONCRETE BLOCK OR GIBLE CONCRETE 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND x a Existing Spot Elevation Existing Contour _.. .�.. Existing Tree Una - - - - Existing Wetland Boundary •• • Existing Storm Sewer - •- •- •- Propsed Storm Sewer 93530 Proposed Spot Elevation 9p9 Proposed Contour 1`ez Driveway Grade i �P\ \ I ll �I•,k 1..yrPO Y fA81,43 Nri'P \ J \ 878.06 \J� Y1v 912.49 m Nk- \,.� � •-><- 91614 ��db''.Pa. > I j � i I � \`• 91� \ A�e�O J 88241 c / m4OjJ l >1913.69 •914.60 913.69 ,l �\ 913.5\�\ .�i�/tp'o 'o i / y, %MATCH LINE Sheets C2.4 / C2.6 890.14 m�mmOmo •1\ / \ 913.64 CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 U 9112- 914.06 913.78 911.60 913.14 PROJECT LOCATION PLAN 0 914 ._-- 1 t -----------� i J a tZ W - - - - - Wo ado 0 e 1 III it I ,` it 916A aO Z� O '917.5'1' I 915.3 t it If9U73 fe 0 1 ZQ LFeozs 914.70 DRAINAGE SPILLWAY ELV=879.0 ARTICULATED CONCRETE BLOCK OR GIBLE CONCRETE 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND x a Existing Spot Elevation Existing Contour _.. .�.. Existing Tree Una - - - - Existing Wetland Boundary •• • Existing Storm Sewer - •- •- •- Propsed Storm Sewer 93530 Proposed Spot Elevation 9p9 Proposed Contour 1`ez Driveway Grade i �P\ \ I ll �I•,k 1..yrPO Y fA81,43 Nri'P \ J \ 878.06 \J� Y1v 912.49 m Nk- \,.� � •-><- 91614 ��db''.Pa. > I j � i I � \`• 91� \ A�e�O J 88241 c / m4OjJ l >1913.69 •914.60 913.69 ,l �\ 913.5\�\ .�i�/tp'o 'o i / y, %MATCH LINE Sheets C2.4 / C2.6 890.14 m�mmOmo •1\ / \ 913.64 CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 U CO PROJECT LOCATION PLAN 0 Z Q (A tL a tZ W a v 2 Wo ado 0 e Q Z 0 aO Z� O cj z 0)o 0 Q ZQ � Z QP in o C6 = LU O O Q 0 DETAILS t LU Q Y � CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN N C1.1 -C1.7 V bN i�iff rJ 8c o d z w � �� N �3b Ddu I o'a Elan � �- C3.1 -C3.7 I uc�� F 6V E: VhI�O. h0 u�•V poi 20 o U I^ E O � in o C6 i O O C7.1 -C7.3 DETAILS t wv k � m � W ti v a c ti a � yy w V) a m �u 0 rn C10 0 1n N cpo m Z 2 Y O O O U FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT ING LANS C3.1 -C3.7 SANIITTARY AND WATEROUTILITY PLANS C2 C4.1 -C4.7 STORM SEWER UTILITY PLANS • C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Grading and C7.1 -C7.3 DETAILS Drainage Plan M GEMMING NOTES: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 5. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS SEQUENCED BELOW: A. SILT FENCE. B. ROCK CONSTRUCTION ENTRANCE. C. DEMOLITION D. COMMON EXCAVATION (GRADING). E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PLAN). 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT DIMENSIONS. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE GRADING CONTRACTOR. B. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. GENERAL GRADING NOTES: 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS, THE GRADING C014TRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY THE STANDARD PROCTOR TEST -ASTM: D-698 WITH COMPACTION MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL BE 0.1'. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.25'. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION. 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY AT THE END OF EACH DAY'S WORK. 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED GRADE UNLESS OTHERWISE NOTED. 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE PER CITY STANDARDS. \9'9p5 `9� ' / y'LI /� I1�!L J 6.1-x f �Ntt 9 30 / 0 I i t 3q 9 - 938 939.58 i _ 939.27 _ - 937.61 [ % I ZZ v I,' I SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 PROJECT LOCATION PART OF SES OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SW} OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY. PAGE LAYOUT: C2.1 C2.2 C2.3 I C2.4 C2,5 I C2.6 0 50 100 /50 C2.7 GRAPHIC SCALE IN FEET LEGEND TYPICAL HOUSE PAD Existing Spot Elevation Existing Contour GARAGEG - - - Existing Tree Line g2g,7 SUGGESTED GARAGE FLOOR ELEVATION FBWO SUGGESTED BUILDING TYPE Existing Wetland Boundary LF921.7 LOWEST FLOOR ELEVATION „ .. Existing Storm Sewer 821.7 LOWEST OPENING ELEVATION •-•-•-•- F8 =FULL BASEMENT Propsed Storm Sewer FELD = FULL BASEMENT LOOKOUT • 6]510 Proposed Spot Elevation FBWO = FULL BASEMENT WALKOUT MLWO = MULTI-LEVEL WALKOUT hoe Proposed Contour +1 = ADJUST 1 BLOCK UP Driveway Grade UNM WA l LK BOTfOM=906.0 /111T14T-OAR A F2 /1 4'.'1A/ % <� INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS W Qo; UU° I I 1 � ZQ O Z I I I 1 I I II 1 i 1 1 I ,I ° PAGE LAYOUT: C2.1 C2.2 C2.3 I C2.4 C2,5 I C2.6 0 50 100 /50 C2.7 GRAPHIC SCALE IN FEET LEGEND TYPICAL HOUSE PAD Existing Spot Elevation Existing Contour GARAGEG - - - Existing Tree Line g2g,7 SUGGESTED GARAGE FLOOR ELEVATION FBWO SUGGESTED BUILDING TYPE Existing Wetland Boundary LF921.7 LOWEST FLOOR ELEVATION „ .. Existing Storm Sewer 821.7 LOWEST OPENING ELEVATION •-•-•-•- F8 =FULL BASEMENT Propsed Storm Sewer FELD = FULL BASEMENT LOOKOUT • 6]510 Proposed Spot Elevation FBWO = FULL BASEMENT WALKOUT MLWO = MULTI-LEVEL WALKOUT hoe Proposed Contour +1 = ADJUST 1 BLOCK UP Driveway Grade UNM WA l LK BOTfOM=906.0 /111T14T-OAR A F2 /1 4'.'1A/ % <� INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 N V LU Z Q CO a N (L =z I o W_a ea Z 0 � Ix ° W Qo; UU° 13 b a ZQ O Z QP B ° = W � Q Y 0 N W o x R a o C � g N I V) N g zd O N I o W) f: n5 Cz7 ('y��I I m o D b > tW ho ccs ySl�d ,221 Qo; a CO f K�E c 0 � o B � k FILE NO. 00715 C2._5 Grading and )rainage Plan to N m CO o B B � Y 0 0 o x FILE NO. 00715 C2._5 Grading and )rainage Plan _T GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA PAGE LAYOUT: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS INA SURVEY INFORMATION PROVIDED BY: MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: SURVEY RINFOR LAND SERVICES C2.1 C2.2 FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING MEYERNE NUE EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN BUFFALO, 708 1st AVENUE NE 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BYMN THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH C2.3 C2.4 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% BENCHMARKS (PROVIDED BY OTSEGO CITY ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE ENGINEER, HAKANSON ANDERSON, INC. C2.5 C2.6 COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NGVD 29 DATUM): NOTIFY THE ENGINEER OF ANY CONFLICTS. BE O.1'. 5. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE TNH, EAST SIDE OF ODELL LANE, 1ST SEQUENCED BELOW: SHALL BE 0.25. HYDRANT N OF 75TH ST., ELEV=928.00 0 50 100 7517 A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED C2. ] B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN GRAPHIC SCALE IN FEET C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION.PROJECT LOCATION LEGEND PLAN). 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OIJ 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. PART OF SEJ OF SECTION 28, TOWNSHIP 121, X 93z.o Existing Spot Elevation DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND RANGE 23, AND TYPICAL HOUSE PAD 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT --- --- .ons' - -- - Existing Contour ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SWj OF SECTION 27, TOWNSHIP 121, GRADING CONTRACTOR. AT THE END OF EACH DAY'S WORK. RANGE 23, Existing Tree Line 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. WRIGHT COUNTY, MINNESOTA. GARAGE G J GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED BY9,7 SUGGESTED GARAGE FLOOR ELEVATION - - - --- Existing Wetland Boundary DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. FBWO SUGGESTED BUILDING TYPE ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION LFB21.7 LOWEST FLOOR ELEVATION Existing Storm Sewer SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CITY STANDARDS. 821.7 LOWEST OPENING ELEVATION SEE SURVEY. - •- •- •- Propsed Storm Sewer X912.50'i / \ V a 913.68 �\ 10--912 0 3.14 912 / X EOF \ \ \ .; I9" 914.0 N 94\20 9,4.70 'G \ �� ' ci o� m 913. Ott a, 6 N«.0 ,/ r`.• a\4,. / �' \ \.,` Imo; -9 m� B VB1BA 914.45 > 913.77. FB b `.918.9 , 11, 9, _ �`� '•� 600 , 1 __ ____ 9`ryg1 ______ __.. __-912 z-� -------- --- \6 , p- I I I I I FB = FULL BASEMENT Proposed Spot Elevation FBLO = FULL BASEMENT LOOKOUT B}5�0 FBWO = FULL BASEMENT WALKOUT yoe Proposed Contour MLWO = MULTI-LEVEL WALKOUT +1 = ADJUST 1 BLOCK UP Driveway Grade MATCH LINE Sheets C2.4 C2.6 1 T \` a'5 ' 11 890.14 91560 .913.37 .; „.0 ll G ..342 \\'•. 1284 , '�"id .aea.ae I ,,x r/a.aX rv,_ \\ \A \ \ 0 I 1 l 912 1.41 l \ \ 912.76 � �• \ �� ` V ` ��,v.9 _ I 0 _------ 1 1 1 0' ---------- 912.59 1 _ ' I 912.69 �., �' �• I 908.82-mies _ _ { --� _-j--_ ____ __-._ ____, - 1 912.69___ _-__-.____ -. 1 I -t 3, O D,'• - .- 16'rmb I' 9 Eom i' I Q � W - _, a_____ - MATCH LINE Sheets C2.6 / C2.7 I I I 5E I 1OL y Ig I I, I I I I I INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, N LLC N bN 14505 43rd AVENUE N. PLYMOUTH, MN 65446 CO C1.0 HENRY HANSEN (753) 238.1610 'OE 3bb I 0 N W 2 Z v(r CO0 IL h Oh O d =z 16 UJ ° 0 Uj 0 ? Wa T e � C1.1 -C1.7 PRELIMINARY PLAT V' E � ''W^ W W 0 a ZQ 0 2 QP C2.1 -C2.7 GRADING AND DRAINAGE PLANS = W do rll It I W CI -C3.7 C4.1 -C4.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS fr lgtio c o N N bN b CO C1.0 W (J' WItf, 'OE 3bb I 0 919.51 s1a.a1 x 1 t? k l o W h h Oh O < 60 CCX- LAYOUT AND PHASING PLAN !�1 r�j�IWa�43 yrs _Oi.� c N 0 C1.1 -C1.7 PRELIMINARY PLAT V' E � a ( g•� {iS5 a I I I C2.1 -C2.7 GRADING AND DRAINAGE PLANS do rll I \ CI -C3.7 C4.1 -C4.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS C2.6 lgtio C5.1-05.2 STREET PROFILE PLANS ca i I I I u t STORM WATER POLLUTION PREY. PLAN Grading and I II 943.27 - - __ I --_____-_-.L_-_-_-.-_- --_-_-_-_- -_-_-_-____ J a DETAILS Drainage Plan k �Isi toIn a 2 II O to CO W W � U FILE NO. 00715 CO C1.0 PROJECT LOCATION PLAN OVERALL 919.51 s1a.a1 I I LAYOUT AND PHASING PLAN yrs _Oi.� C1.1 -C1.7 PRELIMINARY PLAT ( - __ I I I C2.1 -C2.7 GRADING AND DRAINAGE PLANS do rll I \ CI -C3.7 C4.1 -C4.7 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS C2.6 lgtio C5.1-05.2 STREET PROFILE PLANS i I I I C6 STORM WATER POLLUTION PREY. PLAN Grading and I II 943.27 - - __ I --_____-_-.L_-_-_-.-_- --_-_-_-_- -_-_-_-____ C7.1 -C7.3 DETAILS Drainage Plan 1 GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA PAGE LAYOUT: CLIENT: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A VHF INVESTMENTS, MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: SURVEY INFORMATION PROVIDED BY: FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING MEYER ROHLIN LAND SERVICES C2.1 C2.2 LLC EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 708 1st AVENUE NE 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY BUFFALO, IAN 55313 THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH C2. 3 C2,Q. 14505 43rd AVENUE N. 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 PLYMOUTH, MN 55446 HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BENCHMARKS (PROVIDED BY OTSEGO CITY HANSEN 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% ENGINEER, S (PROVIDED ANDERSON, OTS, INC. C2. Jr' C2.6 HENRYENR 2301610 ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE COMPANIES PRIOR TO ANY CONSTRUCTION, AND IMMEDIATELY OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL NGVD 29 DATUM): NOTIFY THE ENGINEER OF ANY CONFLICTS. BE 0.1'. TNH, EAST SIDE OF ODELL LANE, 1ST 5. EROSION CONTROL SHALL BE CONSTRUCTED, AS APPLICABLE, AS B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE ., : SEQUENCED BELOW: SHALL BE 0.25'. 0 50 100 150 HYDRANT N OF 75TH STELEV=92800 A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED C2.7 W B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN GRAPHIC SCALE IN FEET - Z C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06ff�� Q Q D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND co tr 0 E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION. PROJECT LOCATION LEGEND t1. W PLAN), 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. PART OF SEJ OF SECTION 28, TOWNSHIP 121, TYPICAL HOUSE PAD ^ ''%n Existing Spot Elevation = Z DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND (3W 0 ? 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT RANGE 23, AND V ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SW4 OF SECTION 27, TOWNSHIP 121, Existing Contour IL m Q GRADING CONTRACTOR. AT THE ENO OF EACH DAY'S WORK. RANGE 23, .. ,._.. .. , W Q C ccExisting Tree Line 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. WRIGHT COUNTY, MINNESOTA. GARAGE Ci cl 928.7 SUGGESTED GARAGE FLOOR ELEVATION J GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED FBWO SUGGESTED BUILDING TYPE - Existing Wetland Boundary7 W Z p DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. LF92t.7 LOWEST FLOOR ELEVATION 5 O' t ALLNECSHALLES INCIDENTAL OTION OF THE GRADING CONTRACT.DISTURBED ' THIS WORK 15. PALL ER EROSIONCITY CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION 921.7 LOWEST OPENING ELEVATION " " Existing Storm Sewer W LU In 001 R SEE SURVEY. FB = FULL BASEMENT Propsed Storm Sewer 7� J .�., Z FBLO = FULL BASEMENT LOOKOUT .4x5.30 Z Q Proposed Spot Elevation Q FBWO = FULL BASEMENT WALKOUT TQ F- Q MLWO = MULTI-LEVEL WALKOUT Soe Proposed Contour 2 +1 = ADJUST 1 BLOCK UP Uj 0 Q Driveway Grads 0) I I W i -----I o ________________________ i d.j I I I I I I I I I I �g R >I> "naE u 0 .9 I' e', I9 i 9 I 1 '9348 '\ 9 I --'910. �' V'Qlmm oN U. s� ° 01 r.00 ,c i - -.- - �° ...,.-.-.-..oO f 7-1 ISL-.-.�° .-. �o ,- - - .L 90.� _ �O �2 •�•_.°+ °-•-•-'-'� o `� g 'i -1- - . - '- - - - N 9 9Ze - - - - - 9f6 046 1�zos q46-fi ---- -- , y, � w ": oa ,� r e o 942.501 of2� 844.2 o I ,E' I •t`a� o 1 o LF998.2 1 I h. " -+ °' cl f ' �+ 819.9/916.9 I I I 818.3 I i t l0 9 928.1 - I t I 1932.2 i I 996.9 I 9 8.9 I I 940.3 I I 1943.2 I I .I" 949.7 I I FB I o f I - 1 x�sc or uJ m _L $ o LF906.9 ;I LF913.3 :} 0 I LFB29.1 f LF927.2 LF891.9 L795,9.8 I =' I LF996.9 I 1f9962 I` 1 LF896.7 I 944.2 5 x':46 I (9 a o n MLWO MLWO III �!� MCWO j ! MLWO ! MLWOi I N,LWO MLWO 942.30 FB I F8 o pa 916.9 921.3 I1II 891.1 I 996.2 / I 998.9 941.6 943.3 849: 949 7 �' �V,B3 r q Y = 1 uez G L 14 e: G I I I G uw G uea G ! u�� G I �sa� G I is�w . G `4u� G 7"¢t I I au 91T6.fi7; "� 2 Et 4u 930.63 4N 935.11 1 4u 938.68 4u 940.60 4u 942 54 I i 913.391 �- m e - 923.'7 % 915.97 _.I �__ 'q S_ 1a , 929.93 ,,. .. '` - , _-_ I \`m 93441 = _ �..n.�. -- - _ `--- - .r:., _•rte=. - _m=...�.-...... - -/ /!/ I u�i f � -:-,-- - vim-= =`- ;••-, .�; _- - ,-- ,- '= zA+od-. F Q o Jul 2' N.--c.9�----.o�� -csa -•--:off ? 4"�.' `oil `i6, `T@ Y_I+ _ .�...v. - - - - __ ---.- ,EoO \� ��lvo,`�0y m �� t912.89 939.13-� Q - - L - L.939`49 XI I ! 1 II ,G42e4 9.51 934.9IN „ G 944.7 45a J I f . _ II �920.1 ,Rx FB 9 0 1 FBLO I_ F9 LF9. \ 1 w "I 8L2W4.6O F8F999L20 0.29 I I II I LF89926 � o + V 1I I11 ' II 0a I fI 944 0. - 94236�I! I( � 944.7 ;944.4 944:4MLWO LF938.7 LF912.1 0� 917.1 96.6 � 0 � _ 9- 4_g 9_ - _ - �•,\1\_ II lI1 Itp4 1 I I � I 11 , - - - -- - - I I 1 - - -- 1 - -- -- - - _ - - ! o z , - - J� I nn , 0 9 .. .- v0 I --940.31 .-.-,-.-.-'C° -.-...- -.-.-.... .-.-.-.-.-.-.-.-.-.-.-.,x..04--.- -.-.-. - •-•- _ - .-.� -•-•- -•- -•- - -.-. .trr-•p939.99. ,- •-•- I.� 7 I � w o I h INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 i CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT s C2.1 -C2.7 GRADING AND DRAINAGE PIANS /'1 . C3.1 -C3.7 SANITARY AND WATER UTILITY PLANSC4.1 -C4.7 STORM SEWER UTILITY L I I C5.1-05.2 STREET PROFILE PLANSPLANS C6 STORM WATER POLLUTION PREY. PLAN Grading and N C7.1 -C7.3 DETAILS Drainage Plan GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT: CLIENT: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF SURVEY INFORMATION PROVIDED BY: VHF INVESTMENTS, FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPARTMENT OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE MEYER ROHLIN LAND SERVICES C3.1 C3.2 LLC TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: 708 1st AVENUE NE REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL BUFFALO, MN 55313 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DATED: FEBRUARY 12, 2019 C3.3 C3.4 1450543rd AVENUE N. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR PLYMOUTH, MN 55446 EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER BENCHMARKS (PROVIDED BY OTSEGO CITY 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT 29 DATUM): C3.5 C3.6 (763) 2381610 THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOWB. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF OOELL UNE, 1ST HYDRANT PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL N OF 75TH ST., ELEV=928.00 STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE 0 50 700 150 CONTRACT. TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S RR SPIKE IN PP, NW QUADRANT OF oGREN V 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. AVENUE AND GO RD 38, ELEV=948.06 C3.7 - W EXISTING UTIUTIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE IN FEET WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT O THE EXISTING UTILITY. SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION co 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE Q. W BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR PART OF SF} OF SECTION 28, TOWNSHIP 121, 40 1 - EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. RANGE 23, LEGEND = Q UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING LU 40 Q UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS. STRUCTURES, CASTINGS, AND PART OF SW� OF SECTION 27, TOWNSHIP V W ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE 121, RANGE 23, ► - - Existing Sanitary Sewer CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS WRIGHT COUNTY, MINNESOTA. - Existing Water Main I�.I IL C Z IL B. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. ►► Existing Storm Sewer = Q C Q } 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEVIER AND WATER SERVICE ► Proposed Sanitary Sewer J AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS.LEGAL DESCRIPTION I Proposed Water Main 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS Proposed Gate Valve CONTRACT, INCLUDING DISPOSAL TEST WATER INTO THE CITY'S SANITARY SEWER P - SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. SEE SURVEY. ►► W W Proposed Storm Sewer Iq Q F - THE CITY'S WATER SUPPLY SYSTEM. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. f Proposed Fire Hydrant & GV rrAA co o 4) 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS J Z 20. CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY PRIOR TO STARTING WORK OR AS REQUIRED 8Y' THE LOCAL JURISDICTION OR BE SUBJECT Z Q O Q DETAILS 308 AND 310. TO BEING SHUT GOWN. Q � N 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET = Z FOR THE SUBDIVISION OF THE LAND.Lu 0_ LLJ 63 LF LL1 -� COI7NECT 70 _ 1I \ _ 1 - PVC SDR35 e• DIP TEE \• _ -- - _ ' I " _ _-_ �'�)L - _ 1 _ - _ _ .-�,--- .a, O 4( 8) - a PVC Sc 03. /5l�i'P.P.t lil I nrn > a oo E H 8V-6 c M 4� iM t1..( r�_ 89b1- -_ E(S8 1 .. -[-� -- - 1 (L!) B .T '-T s�--AE 8 WImm6M= 8 D i p - _ 5 - - c - 8' DIP CL52 E ,o RMNN oeQ c `3 '�. °d Y''•3 212 LF 8PNC 1 MH PI -2 5.11 _906 _ RE -895.50 77 �IE(5)=883.60 (8• 920 5 11 IN 0 -- -- - _ IE(NE)=883.5 ur) 0 (6. OE v o O a o ° II�IIIjLL/cJ MH PI -8 RE -926.28 / 0 WATERAWN"F I 1 -// �$ Lz IE(S)=814.28 (8•p� 1 + I! I I I I I 1- 1 I T --I $.° ° DEPTH=12.Ob / 1 1 it I I I I I I 918.9 I 8' WP CL52 L_ i f °' III I 828.8 I 927.7 827.7 92813 I 922.9 921.8 I I 820.8 818.8 - 917.9 818.8 _ WATERMAIN / ° ,K ° LF91B.9 I LF829.8 I I-" LF92(7 I I LF924.7 I I LF89.9 I LF.I. _) LF92t9 LF920.9 137 LF 8• PVC Ip FBLO I I FBLO FBWO I I _ FBWO FBWO I I FBWO I I �s,ez (i . -1 p BO I FBLO'� I I FBLO L _. - _ - - - - - �.- - SDR35 O % I 891.8 I I I 892.7 -. , I 1 992.7 1 9918 I I 830.9 1 =929.8. 928.9 927.9 I I uo.e2. I I G uts2 1 �Ol O M / 4.67X (8.68) 7 I f G f.f G I. _ G ude2 I. G �`� 2 G uiez I I G io�2 I_ _G i7i z I G iaez I Cz ,., `{ I ,., I ,., B g o- ns ►► I use i2.ez _ I I I I I I � I -,. 1 1 I I _ �<D 1, •, II I rI j o _ 8 WdIERMNN \ 5B LF 8• PVC / + I 8• DIP CL52 _ WATERMAIN - 114 _� o / MH P1-6 tM,' 0 _1++ 0 g0 'cr -�+ 0 -�� _® k _ \ m➢m�o �., ,� ^ �. .-. c 3 0 4+00 •5+ 0� L, J6+00 +00 '10+ ,c c� RE=928.48 I-9 - ► -► ►- -� 9•y0 ZaT.� = / / Ve�Ve _ s 9Z. -s m a _ _ _ _ a a _ g2 • e e _ m a a �� `% .� ' F IE(S)-907.58 (8' IN) m e _. s = ,� � - e - - - - _ - 92 O g IE(N)-907.58 8• IN) M1• ,��-_� -- -� c 720 LF 8• PVC ` 58 IL pyC / d I' IE(E)=80253 (8� 350 LF 8• PVC y.0�6 O v RE -822.79 S / Z /j ` 6• PVC SDR28 O- MH P1-4 IE(SE,W)=894.48 (8. IN).- DEPTH=20.9 SDR26 O MH Pf-5 -- - 0.40X (1.40) -- RE -925.971- -- ---I j 3.17X (10.15) IE(N)-894.47 (8. 00IIl!rr))�% 0.4 J 4) D: 0.40X (1.40) - -r - R3 (a- 88 - - T i" - - - �.�. IE(W)=904.68 (8• IN) I I I I DEP 2791 IE(W)-908.13 (8• IN) I I I I I IE(E)=804.67 ((8 011f) IE(E)=906.08 (e• OUT) I I I OEPiH=21.34 I I f rj + I I I I .08 (a-23.80 JJC O' ns3 uvs3 eea �ea.G i e3 �.a I °f G I I G f.f I I G .f .f G ,.e G ,.f G f (�892.1 8927992.7 931.7 830.7 928.7 928.7 928.7 828.6 9285 828 i r I FBLO I FBWO I I FBWO I I FSWO I FBWO I I F8W0 I FBWO FBWO I I LF920.5 FBWO MH P1-9 I II Gi N LF924.1 I I LF924.7 LF923.3 LF922.8 LF92f.. LF820.7 LF920,7 I• I LF820.6 RE=921.73 r 1 IE(SE)=894.77 (8' IN) 1 i �'•' I - 1 I II 829.1 I 921.7_924.7 I I 829.7 922.7 i i 92t7 820.7 920.7 920.6 820.6 IE(N1Q=894.72 (8. OIJf) l 920 .9 I - t •.- - DEPiH-27.01 I I !I o j 212 LF 8• PVC SOR26 0 � I I I I I_ I I I I MH P1-10 0.40X (0.85)N' e• DIP CL52 I I I I I---_.. I I ( I ((S)=895.06 RE=920.90 ' °+ o. . • I WATERMAIN 1 I I IE( -8 590 0 �� 8'p UIN)) 9 I _- ._ I I I I DEPTH 25 89 m L ---L- LI L--- ---J L- --mac--J L -' -----J, L---� ---J L -------J L------- L -------J L -------J MH PI -7 RE -930.05 LINE �l ,I i - -- ---�11 r1I' --- ---_- �•rI'�` � , i rIte MATCH LINE �Shreet�s C3 .1 C3.4 IE(S)-90847 (8. W) MATCH LINE Sheets C3.1 / C3.3 i i IE(N)=908.42 (8. 0 I Depth- 21� 1 I O O WU - I T 1 1 I I 1 1 I I _ INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 -' 1 Ir II II -- D PHASING PLAN / I I - C10.0 OVEORALL LAYOUTJECT OA 9zo.e I 8227 I I 922.0 I 1 922.4 1 1 922A I I 922_6- 1" I F C1.1 -C1.7 PRELIMINARY PLAT NPLA 6 932 `_ I I I I 9219 - -LF919.7 - LF919.0 _ LF919.4 LFBiB.4 LF919.6 N 92 1 I I 9ss.3 9231 I I L BIND _ F.- I I I FBLO I I= -FBLo I j 9 C2.1 -C2.7 GRADING AND DRAINAGE PIANS i I I 194 LF 6.7 0 / 824.2 LF821.B I' FBYY8 _ -I .I FBLO I FBLO 927.5 a C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS - _ LF926.3 SDR27 O -_ I _ - - LF92 2 LF923.1 _ _ _. FBWO 928.8 827.7 827.0 827.4 - - ` 927.4 - 1 I I - 992.5 I I I- 1 �•. G � C4.1 -C4.7 STORM SEWER UTILITY PLANS C3 • FB 0.40X (0.78) FBWO ) F81V0 929.9 G usz G fads mss G u.ea G ra%+ G `. G w.ea ` I 1 LF924.5 I I I I I ` I I 831.1 ue� zne I I zne I I zoa I I a.e = 1 I as I I me I I 9I (L C5.1-05 2 STREET PROFILE PLANS LG STORM WATER POLLUTION PREY. PLAN Sanitary and Water c7.1 -c7.3 DETAILS Utility Plan 6i GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY EXCAVATION. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY T CONTRACTOR THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO HE A 0 EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. B. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITY'S SANITARY SEWER SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON THE CITY'S WATER SUPPLY SYSTEM. 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING SHUT DOWN. 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 111. BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT SEPARATION BETWEEN SEWER AND WATERMAIN. 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE CONNECTIONS. 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 20, CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY DETAILS 308 AND 310. SURVEY DATA SURVEY INFORIMTION PROVIDED BY MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 BENCHMARKS (PROVIDED BY OTSEGO CIN ENGINEER, RAKANSON ANDERSON, INC. NGVD 29 DATUM): TNH, EAST SIDE OF ODELL LANE, IST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 PROJECT LOCATION PART OF SEJ OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SW} OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY. �� d �i ry•rr / }I \ " 0, --CONNECT EXITO ' -. - .- ! �`� STING 8 DIP -/ BY WET 8 83 DR35 _ Ex MHA _- PVC SOR35 RE -885.20 O 4(2.8) EX IE(E)-1169.10 (B' OVI) ,J. •' • NEW IE(S)=877.0 (8- IN) ' 85 LF 8' OS DROP IE(SW7=870.0 (8' IN) s._ PVC SOR35 \ OS DROP -7.) FTT ^:\ O 3.68%. - -_ CORE DRILL NEW CONNECTIONS -` (3.5) UH PI -1 RE=888.50 DEPT-8�0 (8. OUT) I / \ / ice\ 1 •, - 8 DIP CE52 , I 1 WATERMAIN _ 212 LF 8 PVC _ _ \ \ `�• \ \\.,. NH P1-2 - . 5AIX(1(1236)906 _� - 1 -J, RE=B95.50- IE(N)=88360 _ IE(NE)=883.50 (B' - - -_ B' DIP Cl52 917.8 918.8 -1,-WATERMAIN 'I /�/�. ,•� I V �•� A �• I �� v - - A LF017.9 .,II. LF018.8 \ / FBWO ..._FBWO G e25. 1 119 I 92�, i I WRH VAL L \ /i�. 1 I '\ '• //i��\\'. \ 58 LF B' _ SDR28 O 0.4/X _ Ty .♦♦ \ yc 'lop 5B LF 8' PVC 0.41. (0.24) ` A SNI WfT 5TORbIiATER _ B 51N 1 I I I = i I( I I P _ -II j, j j MATCH LINE Sheets C3.2 / C3.4 � m �,o m _ � - - _\eli �►r _-\ j eao. a�a� o' 1 HYDINNfZ 4 WITH iI F;?vD t, r PAGE LAYOUT: C3.1 C3.2 C3.3 C3.4 C3.5 C3.6 �C3.7 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND ► Existing Sanitary Sewer - -- - Existing Water Main ►► Existing Storm Sewer No Proposed Sanitary Sewer Proposed Water Main Proposed Gate Valve ►► F Proposed Storm Sewer 4 Proposed Fire Hydrant & GV RE -922 39 \ _ a - IE(SEW)=894.48 18' IE(N)-894.43 18' 066 \ - = DEPTiI 2296 ' I I ws� r; lel ulss \ let G 828.6 826.9 I I °bb 1 0 MH P1-9 II NF8W0 LF020.6 020.5 RE=821.73 I I IE(SE)-894.77 (8' 9L) \ IE(NW)-894.72 (8' M/F) I D =27.01 N I MH P1-10 WIE((S)=895.08 RE=920.90 �8' IN1 I ' i IE(NW)=895.01 8 OLID 1 I 25.899 \ W- �- I �J -J L�I-----�- �1 ►r - N 4,-- II -918-1 II ' O 1 285 SDR26 I I I I o.4oX (t. INDEX OF CIVIL SITE DRAWINGS: 1 IIFLFiF9 I I 022.2 I l - LF917.1/ 1 PRELIMINARY PLAT I 19.8 \ yc 'lop 5B LF 8' PVC 0.41. (0.24) ` A SNI WfT 5TORbIiATER _ B 51N 1 I I I = i I( I I P _ -II j, j j MATCH LINE Sheets C3.2 / C3.4 � m �,o m _ � - - _\eli �►r _-\ j eao. a�a� o' 1 HYDINNfZ 4 WITH iI F;?vD t, r PAGE LAYOUT: C3.1 C3.2 C3.3 C3.4 C3.5 C3.6 �C3.7 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND ► Existing Sanitary Sewer - -- - Existing Water Main ►► Existing Storm Sewer No Proposed Sanitary Sewer Proposed Water Main Proposed Gate Valve ►► F Proposed Storm Sewer 4 Proposed Fire Hydrant & GV CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, IAN 55446 HENRY HANSEN (763)230-1610 V D Lu 7 n CO !>&y qi� I r T - \ I °bb 1 0 F - z Q WtL b a \ Z W � 7 4 / In Lu ce 0 7.a 0 a ♦- 1 L) �1 1 ' 1 , O iS W ftCl-Zt;- INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 \ DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, IAN 55446 HENRY HANSEN (763)230-1610 V D Lu 7 n CO !>&y qi� �a !fib °c w C7 I °bb 1 0 F - z Q WtL b a Za Z W Q In Lu ce 0 7.a 0 a ♦- m q G4 W O iS W It � Ygg'6 D LT:A ' Cy•T n CO !>&y qi� N bN I � NOE !fib °c �wsW U q W I °bb 1 0 oaic�3 n§b� yI"IWR«o3 S, v1 o03 0 V ro 0�9$ ° `o o m q V V iS a �Qu [3 U S a W �op 2 q II O N > M QO O O U FILE NO. 00715 C3.2 Sanitary and Water Utility Plan GENERAL UTILITY NOTES PAGE LAYOUT. 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPARTMENT OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE VHF INVESTMENTS, TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: ^�� /7 REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER N OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND 3'. COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF Utility Plan UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE O.1', BUT THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S 6. CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE E 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON C3.7 WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT THE EXISTING UTILITY. SEPARATION BETWEEN SEWER AND WATERMAIN. 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS. a CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITYS SANITARY SEWER 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PER141T CONDITIONS FOR PERMITS 111 Existing Sanitary Sewer SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. WRIGHT COUNTY, MINNESOTA. THE CITYS WATER SUPPLY SYSTEM. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT 20. CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY Q DETAILS 308 AND 310. TO BEING SHUT DOWN. 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. r I " 0.4oX (0.85)- wry. El MH P1-7 � RE=830.05 IE(5)=908.47 t8'IN�) of I ' IE(N)=90 D p h(8 OU 21.65 Y nOFB* 92 l4 LF a, -- o 0.40X (0.79)--A,►LF924.6 928.1 F LF92S 93 S' MLWO I928, 928.3 LF922.7 I II MH P2 MLWO I l MLWO I' I 991.6 I I RE=928.81 '� LF929.6 F 13.91 I I I 932- HYDRANT /6 IE(Y0=911.52 (8IN) 091.9 .I� 990.7 zee 8I DIP CLS? - L �- WRf1 VALVE II IE(S)=911.52 (8' IN) I I izRt IE(E)=911.47 (8' OUT) ,G �y;er I I 2nd G I I WATERMAIN ! \` 120 LF 8' PVC- SOR35 DI 0.409 (0.46) RE MH P2-1 f J ii O+OG - ��c a1+0O- G3+ 9. L��{-�„ - - IEV=909.34 (8-IN')I •+` I- - IE((S)=909.30 (8' IN) 8 �_.E. )=355 LF e' Pvc I DEPTH=21.SD2O0.419 (142) �a z G-73� I uezG.0.409 .96II10.81 Se' IN) I zde MLWO "' EX GROUND=932.00 I ( ) t I g3G 1 I IE((E =810.78 8 OUfJ ez I .931.8 LF929.8 206 LF 8' PVC I I TARGET IE -912 00 E-912,0° OLPRf=1897j 926.6 SDR26 O DEPTH=20.0° j - G mn and [, I I 931.6 LF929.8 I 0.40X (0.82)-1 ♦ 932.5 I I 892.6 I I MLWO 8' DIP CL52 MLWO I --LF923.4- !- - b t - �, - WATERMAIN I I LF924.0 I I 929.5 - 1 ��_ 1.-_..+I. �I 174 LF S' PVC 929.6 - 929.5 �V S°R35 O I - I --I . 228% (3.98) �� - I I _------ (b ♦------- - ------ - _ 1 I --- ---AI ------ ------------ -- -� j `HYDRANT /22 // / 1 REH925.62 IIs=. 9711E VALVE / �/ - IE((N)=910.17 (8' IN)) I IE(s)=910.12(9 ol>i) 1 _ e \ EK GROUND -930.50 �• / �% I ' { DEPTH=15,50 0 t � 8' PVC SDR35 IDEF TH-15,00 / / I C \t I 100 LF 8' PVC 0.40X (0 O 'J MH P3 -f0 97 IE(N)=910.62 (831N)1 +� IL---------_-- - -- -__-- - 934 IE(S)=91°.578-13.4011. �. 932�C �, 1 75 � SOR35 O -- 0.409 (O.JO)• \ RE=915.08 \ IE(N)=91°.97 (B' IN) `� _ � � IE(S)=810.92 e' OUT) \\ \• SURVEY DATA PAGE LAYOUT. CLIENT. OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT VHF INVESTMENTS, MEYRER ROHLOIN RMATION LAND ERVCESD BY: C3.1 C3.2 ^�� /7 LLC SANITARY AND WATER UTILITY PLANS 708 1st AVENUE NE C4.1 -C4.7 STORM SEWER UTILITY PLANS . _{J C5.1-05.2 BUFFALO, IAN 55313 C6STORM WATER POLLUTION PREV. PLAN Sanitary and Water DATED: FEBRUARY 12, 2019 C3.3 C3.4 Utility Plan 14505 43rd AVENUE N. PLYMOUTH, MN 55448 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN 29 DATUM): C3.5 C3.6 (763) 238.1610 TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN C3.7 0 SD 100 150 V AVENUE AND CO RD 38, ELEV=946.06 GRAPHIC SCALE IN FEETCl W 7 PROJECT LOCATION CO a w PART OF SEJ OF SECTION 28, TOWNSHIP 121, RANGE 23, LEGEND 3:w AND PART OF SW} OF SECTION 27, TOWNSHIP 46 a 121, RANGE 23, 111 Existing Sanitary Sewer _ 0 Q •,I WRIGHT COUNTY, MINNESOTA. Existing Water Main W d C c Z d II Existing Storm Sewer 2 Cl Q ► - Proposed Sanitary Sewer I Proposed Water Main LEGAL DESCRIPTION - Z i • Proposed Gate Valve 0 SEE SURVEY. SEE ►► Proposed Storm Sewer 4 Proposed Fire Hydrant & GV W W al 13 ¢ F- :)Z m Q - Q F00 = W O N DIP CLST / 1 1 1' I I- -I '- 1 I Lu WATERMAIN J I I I I I ji I I I I.- MATCH LINE Sheets C3.1 / C3.3 I , - e ---i-- J L--- --- - z-- -J L ------_J L -------J L.------ L ------J L-- `o __ 91B__--_- 918 gc c a -r --- - r-- --- I -1 r r--- r-------� r' 9 EA Nm �8.f v ��1 20'E zs3z.o i 11 I I � I •g`�w b& />` 2 g A m o o t_"o"o -=•I- rr 1 I �� I -�\. .. I �' I I I �- I I ajR .I \ I. I I 1 I I 920.9 I 922.7 I I 912.0 922.4 I I 922.4 I e a S i I \ 92Le I LF91ea_ ,-LFateD _ 1 910.4 LF919.4 a §24.2 I 929.1 I I LFa2L9 1 FBwo_ 1 FBLo- I I FBLO I FBLO I i FBLO I I E o LF92L2 _ 1F929.1 _ _-FBWO- 928.8 927.7 927.0 927.4 I FBWO.I FBWO 929.9 G ue> as3 G "d l 992.2 I I 891.1 I I {� u.e) I tea° I G ma I zm I I and '`' I I 7�'d� G v l '' G y p 3 0 jGu,4f Harv. and ,I' I I I I I WITH 9• o1P CL52 I I _ J _ a• aP ®I 1Df0 -. =r Ll V-11 a= 1 1�+i ice- 13+00 4+i0�- _ �_I�-=� ==-_=1�- 400 LF 8•PVC I .1 s 244 LF a' Pvc_ _ SDR35 0 W 0.469 1.28X (0) MH P2-8 RE=925.43 IE(Ih=913.43 (8' IN ' - I I Z ! - ` I--- -- IE(E)=913.38 (8'IE(WI W E(E)=911.4 DEPr11=fao� I I ;;' G 1129.0 I I8e I- ° .I 14 I �zadA' 928.9 I 'G as 1 I i G "° l ,829.9 I FBWO MLLO I I ILI I m 921.0 - I a 891.2 I I 931.2 I I FOWO LF92L0 I it LF920.3 9+ 00- e' DIP 0152 FBWO / LF929.2 LF92t9 1 I I 929.9. 1 / ! ?? I ' - I I _ - I $ % LF929. �, 921.9!928,9 w MATH YAL17 a t II ' _-'-J o, 0 11 2^ - C) o 0 0 a A p m o m °w I- - - 8' OIP C152; 'o m 3 U r MATCH LINE Sheets C3.3 / C3.5 / / m x m mN ' I FILE NO. 00715 1 a \ m i _ I INDEX OF CIVIL SITE DRAWINGS: � I c 96 OF e' PVC SDRM 0 a s - 0.40X (o.3a) <,II O°a PJ -12 \ RE=916.7° 9206, PVC CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS ^�� /7 C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /v C3.3 C4.1 -C4.7 STORM SEWER UTILITY PLANS . _{J C5.1-05.2 STREET PROFILE PLANS C6STORM WATER POLLUTION PREV. PLAN Sanitary and Water C7.1 -C7.3 DETAILS Utility Plan I GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPAR1I3ENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY EXCAVATION. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL 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. ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITY'S SANITARY SEWER SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON THE CITY'S WATER SUPPLY SYSTEM. 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING SHUT DOWN. it. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. J L__ F SURVEY DATA L- yy�yI 1 I" IE((S)=B9s.06 !LB' INI" -.0.5.01018 IE/NW1-895.01 (8 01/i I _J _ 926.52 924.17 WAT1 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF SURVEY INFORMATION PROVIDED BY: Is 0 MATCH LINE Sheets C3.1 / C3.4 1 C3.1 C3.2 926 FOLLOWING: 708 1st AVENUE NE - - - - - - - ---- I r-, ---97811---- ---� I I �E�� egg I I I C3.3 C3.4 I DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR i�O as 1 I' ` \ \I to "`lll \� I N 11I I 266 LF S' PY I I _ `� --827.8. - �=-12• 927.1 OEP1H-12.0(1?9.B FBWO _ _ . I W _ 0.40X (1611 v.r_ I FBWO -_ SHALL NOT BE CONSISTENTLY HIGH OR LOW. W �' 819.8 / II 922.4 � 915.9 9115.9 I I 9226 - - LF919.6 1 1 822.2 LFOLO- I I LFA I TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. LF919.4 FBL` C3.7 I - -FBLO- _ I - _- FBLO i l n.w I -�a92z L'a. G '' e�27:5 G I i 9 A G I 11 I PART OF SE} OF SECTION 28, TOWNSHIP 121, I I CWITH ONSTRUCTION ADJACENT TTRAFFIC RANGE 23 J L__ F SURVEY DATA L- yy�yI L '--- ' B* Dip 926.40 _J _ 926.52 924.17 WAT1 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF SURVEY INFORMATION PROVIDED BY: Is 0 3r b 0 14+00 --- 15+0 C3.1 C3.2 926 FOLLOWING: 708 1st AVENUE NE UJC z�92630 A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL 113 F B" C �E�� egg UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DATED: FEBRUARY 12, 2019 C3.3 C3.4 2.77X (3.13) - - DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR i�O as 1 I' ` \ \I to "`lll \� I N - REH923.55 was IE =91L55 (B' IN ryas x..e IE(E -9f Lb0 8' ¢na R E 920.J7,- IE(8O-908.37 (8• IN es IE(E)=908.32 (8 0I/»e 0 - i --827.8. - �=-12• 927.1 OEP1H-12.0(1?9.B FBWO _ _ . I W FBWO LF819.6 - I FBWO -_ SHALL NOT BE CONSISTENTLY HIGH OR LOW. W B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT � 915.9 9115.9 N OF 75TH ST., ELEV=928.00 TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S FIR SPIKE IN PP, I QUADRANT 0 50 100 150 TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. AVENUE AND CO RD38. ELEVN C3.7 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE IN FEET THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT k SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION 15. CONTRACTOR. SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE L ----4--J L_L------ MnDOT CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR \1 J913.77 PVC 3. BX 109 LF SDR35 rw 0 II 1 G 79.7 0.40XV 1 1' �.F971.7 gi8.7 MH I 1 11 IE(SE)-896.75 (E 1 IE(NW)-896.7 v. I 914-� yri 910 \\\ 908 - 906\\ DRY �\ ATER- 6_STORM W-_ DA51N I MATCH LINE Sheets C3.4 / C3.6 e yuo BA � I r j ` �� MATCH LINE Sheets C3.2 / C3.4 T I 9 -""T / 11.1 _-Y' + _ MH P2-4 V o r AV A k -RE =911.66 1\ \` \ \•\, 6' 1 IE(S)-896.26 (8' IN) - IE -602.61 (8' IN) �• \ \ \\ (\ _ < OS DROP IE(VH=896.26 (8' IN) - 1 ) OS DROP -6.55- \ ( IE(N)=896.21(8. OUI)`I f Xx Jk - a \ 8' DIP 0152 2-4 \ 'WATERMNN NIT] \ / /� 1 \ r \ NX-girl¢ //i'/ \ �\ 9X (0.44) \\ \ ✓ i'/ 3 m, �, ,' > I 1 MH P2-5 RE=912.11 IE(SE)-897.24 �B' IN . IE(NW)=897.16 (B our x DEPTH -14.9 1 B• Pvc. 92 LF / 9's9fE 40X 0 (0.7) \ MH PJ -f RE -913.46 \ - IE(W)-898.06 (8' IN)\ p < qp°O° �' \ I \ \ \ \ •\ \ IE(NW)-896.01 (8 0 °. o DEPTH- ts.i�i� q \\ c '•00 ° i ' \ \ MATCH LINE Sheets C3.4 / C3.6 !I INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 U SURVEY DATA PAGE LAYOUT: 3 m NEL a 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF SURVEY INFORMATION PROVIDED BY: Is 0 t 3Q ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE MEYER ROHLIN LAND SERVICES C3.1 C3.2 = W FOLLOWING: 708 1st AVENUE NE UJC � A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL BUFFALO, MN 55313 �E�� egg UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DATED: FEBRUARY 12, 2019 C3.3 C3.4 Z W DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR i�O as O rn DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 17 BELOW THE UPPER BENCHMARKS (PROVIDED BY OTSEGO CITY 0 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF ENGINEER, HAKANSON ANDERSON, INC. NGVO. THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT 29 DATUM): C3.5 C3.6 SHALL NOT BE CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL N OF 75TH ST., ELEV=928.00 TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S FIR SPIKE IN PP, I QUADRANT 0 50 100 150 TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. AVENUE AND CO RD38. ELEVN C3.7 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE IN FEET THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT k SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION 15. CONTRACTOR. SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE m MnDOT CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR PART OF SE} OF SECTION 28, TOWNSHIP 121, LEGEND CWITH ONSTRUCTION ADJACENT TTRAFFIC RANGE 23 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING AND PART OF SWj OF SECTION 27, TOWNSHIP �r0 � •„ UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, 121, RANGE 23, - - ► Existing Sanitary Sewer ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS WRIGHT COUNTY, MINNESOTA. - - Existing Water Main DEPTHS ARE ESTIMATED. ►7. Existing Storm Sewer 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE W a ► Proposed Sanitary Sewer CONNECTIONS.Proposed LEGAL DESCRIPTION I Water Main 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS ° Proposed Gate Valve OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. o s ►► Proposed Storm Sewer 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST SEE SURVEY. 4 Proposed Fire Hydrant & GV CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 1-4 x0 20. CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY DETAILS 308 AND 3.10. cC r) \1 J913.77 PVC 3. BX 109 LF SDR35 rw 0 II 1 G 79.7 0.40XV 1 1' �.F971.7 gi8.7 MH I 1 11 IE(SE)-896.75 (E 1 IE(NW)-896.7 v. I 914-� yri 910 \\\ 908 - 906\\ DRY �\ ATER- 6_STORM W-_ DA51N I MATCH LINE Sheets C3.4 / C3.6 e yuo BA � I r j ` �� MATCH LINE Sheets C3.2 / C3.4 T I 9 -""T / 11.1 _-Y' + _ MH P2-4 V o r AV A k -RE =911.66 1\ \` \ \•\, 6' 1 IE(S)-896.26 (8' IN) - IE -602.61 (8' IN) �• \ \ \\ (\ _ < OS DROP IE(VH=896.26 (8' IN) - 1 ) OS DROP -6.55- \ ( IE(N)=896.21(8. OUI)`I f Xx Jk - a \ 8' DIP 0152 2-4 \ 'WATERMNN NIT] \ / /� 1 \ r \ NX-girl¢ //i'/ \ �\ 9X (0.44) \\ \ ✓ i'/ 3 m, �, ,' > I 1 MH P2-5 RE=912.11 IE(SE)-897.24 �B' IN . IE(NW)=897.16 (B our x DEPTH -14.9 1 B• Pvc. 92 LF / 9's9fE 40X 0 (0.7) \ MH PJ -f RE -913.46 \ - IE(W)-898.06 (8' IN)\ p < qp°O° �' \ I \ \ \ \ •\ \ IE(NW)-896.01 (8 0 °. o DEPTH- ts.i�i� q \\ c '•00 ° i ' \ \ MATCH LINE Sheets C3.4 / C3.6 !I INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 U 3 m NEL a w �RN V W Is 0 t 3Q Lll a e °z a = W w y Q} J UJC � � ZQ �E�� egg ZAlmm°m> w tl �nb Z W i�O as O rn � y W 0 R FILE NO. 00715 aun'I ) 910 i�\\\. / moo° /I �w \\ '��'� \ CO PROJECT LOCATION PLAN -^- - - - - x \ d ° C1.0 OVERALL LAYOUT AND PHASING PLAN 912 /' MH P3-3 / / / l / \ ' \ ` \ \., C- 1. -1 q, '0 - RE-91zu. �' 12s LF B• Pvc \ r- - ° _ / -- - C1.1 -C1.7 PRELIMINARY PLAT 914~ - -� - �6 IE(W) s99.0 (B•IH)- .y / / s0R3s o -\ 7 - . - .•,� o C2.1 -C2.7 GRADING AND DRAINAGE PLANS T ( I- _�9j \ -1 f-_--- 1 9�1• IE(E)=899.J9 (6 oup i, 0.4ox (oso) \ \ , 6• DIP CLs2o \ WATERMAN \ i C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS J I I I �' , <" 1 \ \ fib• G �� \ \ - ___ C4.1 -C4.7 STORM SEWER UTILITY PLANS C3 . 1 \\ \ yes �/ MH P. xo® /I C5.1-05.2 STREET PROFILE PLANS ggp71 \ \\ i / RE=912.98 01 --, C6 STORM WATER POLLUTION PREY. PLAN e 7.6 916s I 1 _ �' Igo LF e Pvc�iE(SE)=898.61 (e' IN) 7 -C s Sanitary and Water I 1 I F907.9 MH PJ -4 \ \ B wANiPERMwr2i x ', r� sORJs o/ IE(NW)=8!8.66 (8 0 \ \ C .1 7 3 DETAIL Utility Plan o� Yea m $ § a w y iDb caO �G CW � �E�� egg ZAlmm°m> w tl �nb i�O as F rn � m i^ E 0 u w k m w m �r0 � •„ F- a Ji W a V/p171 �� ° o s 1-4 x0 Z cC r) N VAI to N m m o 2 mOu 2 8 Y o O U O FILE NO. 00715 aun'I ) 910 i�\\\. / moo° /I �w \\ '��'� \ CO PROJECT LOCATION PLAN -^- - - - - x \ d ° C1.0 OVERALL LAYOUT AND PHASING PLAN 912 /' MH P3-3 / / / l / \ ' \ ` \ \., C- 1. -1 q, '0 - RE-91zu. �' 12s LF B• Pvc \ r- - ° _ / -- - C1.1 -C1.7 PRELIMINARY PLAT 914~ - -� - �6 IE(W) s99.0 (B•IH)- .y / / s0R3s o -\ 7 - . - .•,� o C2.1 -C2.7 GRADING AND DRAINAGE PLANS T ( I- _�9j \ -1 f-_--- 1 9�1• IE(E)=899.J9 (6 oup i, 0.4ox (oso) \ \ , 6• DIP CLs2o \ WATERMAN \ i C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS J I I I �' , <" 1 \ \ fib• G �� \ \ - ___ C4.1 -C4.7 STORM SEWER UTILITY PLANS C3 . 1 \\ \ yes �/ MH P. xo® /I C5.1-05.2 STREET PROFILE PLANS ggp71 \ \\ i / RE=912.98 01 --, C6 STORM WATER POLLUTION PREY. PLAN e 7.6 916s I 1 _ �' Igo LF e Pvc�iE(SE)=898.61 (e' IN) 7 -C s Sanitary and Water I 1 I F907.9 MH PJ -4 \ \ B wANiPERMwr2i x ', r� sORJs o/ IE(NW)=8!8.66 (8 0 \ \ C .1 7 3 DETAIL Utility Plan GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT. < a wir $•� w 0W 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF SURVEY INFORMATION PROVIDED BY: aZa EL FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPARTMENT OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE MEYER ROHLIN LAND SERVICES C3.1 C3.2 a TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: 708 1st AVENUE NE I REQUIREMENTS EXCEPT WHERE HEREIN K40DIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL BUFFALO, MN 55313 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DATED: FEBRUARY 12, 2019 C3.3 C3.4 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR 113 pN EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1% BELOW THE UPPER BENCHMARKS (PROVIDED BY OTSEGO CITY 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND 3', COMPACTION SHALL MEET 957 STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF ENGINEER, HAKANSON ANDERSON,. INC. NGVD UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT 29 DATUM): C3.5 C3.6 THE ENGINEER OF ANY CONFLICTS. .SHALL NOT BE CONSISTENTLY HIGH OR LOW. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITES TO ALLOW B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL N OF 75TH ST., ELEV=928.00 S SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S 0 50 100 150 CONTRACT. CONTRACT. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 C3.7 EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE IN FEET WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE W BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR PART OF SES OF SECTION 28, TOWNSHIP 121, holly LEGEND EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. RANGE 23, UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING AND PART OF SWI OF SECTION 27, TOWNSHIP ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, 121, RANGE 23, ► Existing Sanitary Sewer CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS WRIGHT COUNTY, MINNESOTA. - Existing Water Main 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. ►► Existing Storm Sewer 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE h N ► Proposed Sanitary Sewer AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS.Proposed LEGAL DESCRIPTION I Plater Main CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITY'S SANITARY SEWER 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS Proposed Gate Valve SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. SEE SURVEY. FILE NO. ►► Proposed Storm Sewer P THE CITY'S WATER SUPPLY A. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF U11U11ES MUST i Proposed Fire Hydrant & GV P Y NOTIFY 10. THE CONTRACTOR SHALL NOTIFY 7HE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 20, CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT DETAILS 308 AND 310. TO BEING SHUT DOWN. 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. l ` Mn 91�81219 . s r -o--. RM WATER arEe E(N)=910.17 (8' IN) MATCH LINE Sheets C3RE \\ RAG/AI ,p5,5.3/C3.5 MATCH LINE Sheets C3.4 C3.5 DIP \ v 9�/ 100 LF SDR O 0.40X (0.40) I (> `� I/ i \ \ '\ \ I � �c�m� / � rn > o� mC m. I +I st8.o2 ✓ MH P3-10 41 11 0 /� % / �W / % n1 \\ m 1 ` , 1 _ _ I i 906 908 910 \ RE -1123.07 ` IE(N)-910.62 �8 IN ± \N N � \ \ i L - - � _ 93a� TEs=9fos7e D11T)11Irm°__ 9i2 i� I 4bb i/ _ - _ _ y - -- r.l�o --------75 LF 8' PVC -- �� ,.< i / 1 I \ \ ` - F - - c - i - IO b� j' -� - -\ T ---- o �jt• IL ` -- sDRss a - 014OX (0.30) Ai mit � •��, \ D.4oz (o.3\e`)4 .ma's / I I r �' 1 91s. i-- �', I I \\ \\ � �' I RE -925.06 \ \ \\ MH P'wig n I IE(N)=910.97 (8' IN) \ IE(S)-810.92(8' OIJD \ \ RE -9 8 I 1 I I` n__ _ 32J LF 8' PVC o' I I•.: I I 917.5 I 916.9 ( { LF907• \ \ I rm I m =104 11 � \ X06 920.6 I I 920.6 SORJS O m C m I I MH P3-4 \ IE(N)=911.40 /9 IN) - [F 1 1 a: N rS LF910.6 LF808.5 LF807.9 I (p W \ \ O y BBgp LF818.6i ro I I RE -911.93 IES -911.35(8 q/1) p:Y S \ I I LF917.6 MLWO 0.40X(1.28) m+r Yup FBCO ;y, FB` \FB 1 IE ) �� '� OEPfH=15.3$\ O F13LO O+ rn I II P 1 B (W)=800.09 8'IN N L- of G' 9p8 S 1 I I 829.8 1 I ) I 979.6 11917.6 HYDRANT (13 m /�x \ < • 8' DIP CL524zdez 926.6 I I chez I I I I G7 G - wml VALVE �o WATERMAIN � r- -- tl ------ \ \ 75 918.84 0° O1 0.40% (0.30) / \ e t _ r I - J L - - - WILH v vE - - - - - - - - - - 8' LxP 0152 r+ '- / I) I I MH P3 -f3 ` 8' DIP UAIN _ - _ WATERMNN "- OL �, UH P3 `\ 1 p ®� ti WA7FRMNN +o I. I I / '/ /s2ai .� , s .1z ` - - _ I -_---- IES =81 L7088OUr r91 928.4 \ - �_ - e=-= _ 1 _ \ �!_ _ _ � T �a�.1�-cr =T ,- r20 00 13+ 0 5 00 6+00 7 18+00 1 \ () (� ) / \ - - ` 'tia f --F- �-+ 9 ► F=-�--7 N o►\ 9 6�� -�: - -{ N \4 - DEM -18 ►� i _ - o - ►► ® W 76 LF 8' PVC /,K - ` •-_ MH PJ -8 486 LF 8' PVD 1 I I LLM7h o. X(030) A /\ 233 SDR35 -' IE(E)=9os.o2 9ia�o,,, -- sD(5.R35 o I ---- - I l i s o IE RE=9-24.28 F Z64X (6.14) I IE(W),906.12 (8(8' IN � 1 r - - - 1.11% (5.20 r - - - / - - - - - F - - , - - W11M VLLVE - \ 101 LF 8' PVC _ E0,L ) I 1 ' • I SOR3s 07 \ (i ye t• I I \ NH PJ -5 0.72X (0.72) \ N A - (E) -x12.28 Z-01 8' W/f) I. I I I D =12. I RE=812.87 y - - - - - - - - r 1 / 309 D 12, Ls.ey I mbs I 1z s IE(lt�-900.87 8' IN) 4 G 2 4 ------- u,ec FB r f rz.as I I -�fu 1' I uss I I xA I xA s� ( q88. - - - - .. _ I ye [R9? / / G �° I I ✓e I G �'" I C' I OD G 919.3 I I i,' IE(E)=900.92 (v OTR) I Lf8 1 G DEPTH 12.05 916.9 Y8• r MH P3-14 924.7 921.6 918.0 FB \ I I RE 933.79 I I �1 1 83p9 / l '6Fe ,1 I �N`a FB I I FB I I F8 ( rnl vu r I I LFLF904.8,L�FB II99988' t8P CL52 819.9 LL< wAT191MAIN\ I I\ l 11 L CO 934 .928 -i 1 926\1I I I I - -920 I 918 916 `, I-- -- ---- ---- �] I, I� � N `99�` 100 U 8' PVC i9�g W1<{ 1FE'14 I 922 C9 - - SDR35 O 0 L--- �- --- -- - - - - - -- - 0.40% (0.40) f - _ - _ _I ---- - - _ _ - - _ IF - - - - - - - 939.58 I - T , Street PVC SD R 35 I .00 8' PVC IE=812.50 I t � ~ N DEPTH -26.50 o i- D.7 f ntru•uf ' p El LT'••- 1 _ e!�u r /� 1 1 ,Drfi For rf S':DA ' //\�/ \\ I Ell L& •, \ 11{S ICE (q,701.) G/ 1 /%' \ \ l l I v v �Iw �CEi INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT l_ 1- - ` \ \` I \ C2.1 -C2.7 GRADING AND DRAINAGE PLANS - 1-- C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN 1 1 I 1 i C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, IAN 55446 HENRY HANSEN (763) 2381610 F- W < a wir $•� w 0W to F - a Wa aZa EL =W Z i a� }F 111 W A a � J Z Q O I Z W O o 0) W o M 113 pN C3.5 sanitary and Water Utility Plan go< < a $•� y4 ,� l s. No E `lD 31t 0Nµ u oxfI ya to pp o� o o 113 pN l II S a W holly m 0 II e� o C3 1n 0 (1) h N CO m FILE NO. 00715 C3.5 sanitary and Water Utility Plan 1 \ w/ '4', �/ 0.40X 0.77 .,\ .P�.. .�\ . - � //� � �. ///r! ) \ '', \ ` � \. `• MATC�H O �.oL0 I.oNE Sh�ee�ts C3.4 �.3. /.4 C/3.-6 - I(II \ . `\ \ \ � \ \ \ \ ` , `\ \C{II ` _ \ \•, \. \ $U \\ \ \\. a6H P3 ?is IE6 as _ \ // enol y \ DFPIH-Ib.47 / \' ♦ �\ ybo'0� � r/�/� ,I 1. \ \ �� \\ tl`\\\ � \\ �\`\ v 1 ,_,� \ \t \ \ \ \ \\ \\\ •� -___ Cs•f $ N � Itn mm I\� \ ego •�'� '\\ •.. C!�•a " E -WN '/ ♦ / `J ��"� _ I o ISO"'`� vm cam° / \'\\\ �� // /� ! � q ��.\ \\ /. //// \ I /� ,I \ � \ \� - _ _ _� . \ \ \ \\. `\ \ \. '•fib ��a � V W I Qx�°I o 10 i/ \�\• / rK� !� \ / "\ // m\ 1 //y /� I - _ - - 900 \ \ESS o$ Z�ygl lmm °e:i 912 / MH P3 -J` / A / \ ► \ \ \ _ L _n J !.n 00 �Y i i I -\_ _\-- - - - - _ _- _ - \ 8 W [moi ' o o� b RE -912.24. - ,_ �'t- - 125 LF 8' PNC- \ ♦ ♦ \- - �=4ti o - i - - _ IE(YO-899.44 �8' IN) / - - / i ! SDR35 O \ \ / $ �a I / 1 1 I \ .II C _ _ \ I g e a .ZE c D 1• IE(E)=899.39 (e OIIF) �, 0.'.- (0.50) \ �. < \ 8' MP CL52 \\ ` I \ 1 c e � \ \ 9<b• (2 i ,4 / -`\ • '► \ \ r I / I I I \ \ `\ `\. �� _ - - -ago. REH912.98 \ x0\� I// / I I \ \. \ MH P3 8' WP 1%.520 f x SDR35 O WATERMAIN �ti 1 ! DEPTH -14.43 RE.911.8J \ /' 0.70X (1.33) c&-'P ,p /' / B'� e(0U� \ / ✓ /' m�y°o�y / /' �. n ►�: \, .\ m 4°s''• �� / W - - J@ m ci =11.7$ \ � / � MDRANT //t7 I r 12b L M FSBR'35 P RE-91136 \ •\ - - _ �\ _ \ IE(SE)=899.18 (8' IN 1b1 LF 8' PYC / / a 40 (0.60) \, \ 11�) , \\ . 060 l IE(NW)=898DEPT 1=1J.25 ��'6;a'�� 0.40X (0,60)0 - \ZE 138 Lr 1[0AOX (0.54) wc■■■ (0.72) \ 16+ \ \ \ \ .� \ , , - _ � I \ \ � I '- l / __ � - •\_ - -_ � .m. RE=911.70 \1•\ s m m 'L1 rnan \ \\ II R LF)=898.75 ' W), 10890IA899.70 (B 914 DEM -12o - 912 ---- ------------ -- - - - - - - - 1 c / ----- - I r - --------\ \ sl 1.481 (2.01)\ I MATCH LINE Sheets C3.6 / C3.7 \ \ \ - �0° _ i r \- \. % c - - t 6 st°m� \ / o m w m / \ 1 `� \• I a� II �l DEQ--------_-- \, \\. - .,bto INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C 1. 1 -C1.7 PRELIMINARY P LAT C2.1 -C2.7 GRADING ANDDRAINAGE PLANS Biu ryp� C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C3 6 �3� C4.1 -C4.7 STORM SEWER UTILITY PLANS • / s g2QnI �m C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Sanitary and Water - i I --------- < / C7.1 -C7.3 DETAILS 923.27 z _ - - - Utility Plan CLIENT: GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT. VHF INVESTMENTS, 1 STANDARD SPECIFICATIONS 12 CONTRACTOR SHALL SAHEDULE THE ENGINEER TO ELATION OF INFORMATION BY: MEYER FORCITHEATIONS CITTY OF OTSICABLE EGO ANDOTHE LIATESTOVERSIONCOFRENT THE MINNESOTA DEPARTMENT OF ALL CONTROLLED FILLS INTHE DENSM TESTSASHAILLTMEETRT TIMELY MANNERS REY OHLIN LAND SERVICES C3.1 C3.2 LLC TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: 708 1st AVENUE NE REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL BUFFALO, MN 55313 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS1450543rd GATED: FEBRUARY 12, 2019 C3.3 C3.4 AVENUE N. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR PLYMOUTH, MN 55446 EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 17. BELOW THE UPPER BENCHMARKS (PROVIDED BY OTSEGO CITY 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF ENGINEER, HAKNSON ANDERSON, INC. NGVD HENRY HANSEN UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT 29 DATUM): C3.5 C3.6 (763) 236.1610 THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTIOtJ. ANY AREAS WHICH FAIL N OF 75TH ST., ELEV=928.00 STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S OF 0 50 100 150 U 6. CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. RR SPIKE IN PP, NW QUADRANT OGREN AVENUE AND CO RD 38, ELEV=948.06 C3.7 W EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE IN FEET WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION Q fr THE EXISTING UTILITY. CONTRACTOR PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE FL 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15. SHALL FW- BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO HAS BEG DAMAGE MnDOT TEMPORARY TRAFFIC CONTROL ZONE 2013 MANUAL AOF CONSTRUCTION T WAYS. ADJACEOR SFOR PART OF3SE OF SECTION 28, TOWNSHIP 721, LEGEND cc EXCAVATIONBY YUTHE CONTRACTOR.TO CONTRATOR. N, ALLTHE O WILL TORASSUMED TO H AVE BEEN OFUTS OF THE DEPTHELD EXISTINGTED NT VERIFICATIONH 16T ONRRESPONSIBLE RANGE ��Inn W O < Z ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, AND PART OF SWI OF SECTION 27, TOWNSHIP 121, RANGE 23, ► Existing Sanitary Sewer V Z e 0 Q Q J CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS WRIGHT COUNTY, MINNESOTA. - - - Existing Water Main LLl (L [ 2 (L 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. ►► - - Existing Storm Sewer 2 O Q } 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE CONNECTIONS.I ► Proposed Sanitary Sewer Proposed Water Main -1 AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONDITIONS LEGAL DESCRIPTION y ; } CONTRACT, INCLUDING DISPOSAL TEST WATER INTO THE SANITARY SEWER 18 . CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT FOR PERMITS Proposed Gate Valve L p J ES SYSTEM. THE CONTRACTOR SHALLL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR.SEE ALL WORK PERFORMED AND MATERIALS USED FOR CONSRUC11ON OF UTILITIES MUST. SURVEY. ►► Proposed Storm Sewer .4 Proposed Fire Hydrant & GV UJW 0 q 0 Q H THE CITY'S WATER SUPPLY SYSTEM. N 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 20. CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY Z J ae. o 2 PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT DETAILS 308 AND 310. Q Q(A TO BEING SHUT DOWN. Q 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. W 0 (n \ w/ '4', �/ 0.40X 0.77 .,\ .P�.. .�\ . - � //� � �. ///r! ) \ '', \ ` � \. `• MATC�H O �.oL0 I.oNE Sh�ee�ts C3.4 �.3. /.4 C/3.-6 - I(II \ . `\ \ \ � \ \ \ \ ` , `\ \C{II ` _ \ \•, \. \ $U \\ \ \\. a6H P3 ?is IE6 as _ \ // enol y \ DFPIH-Ib.47 / \' ♦ �\ ybo'0� � r/�/� ,I 1. \ \ �� \\ tl`\\\ � \\ �\`\ v 1 ,_,� \ \t \ \ \ \ \\ \\\ •� -___ Cs•f $ N � Itn mm I\� \ ego •�'� '\\ •.. C!�•a " E -WN '/ ♦ / `J ��"� _ I o ISO"'`� vm cam° / \'\\\ �� // /� ! � q ��.\ \\ /. //// \ I /� ,I \ � \ \� - _ _ _� . \ \ \ \\. `\ \ \. '•fib ��a � V W I Qx�°I o 10 i/ \�\• / rK� !� \ / "\ // m\ 1 //y /� I - _ - - 900 \ \ESS o$ Z�ygl lmm °e:i 912 / MH P3 -J` / A / \ ► \ \ \ _ L _n J !.n 00 �Y i i I -\_ _\-- - - - - _ _- _ - \ 8 W [moi ' o o� b RE -912.24. - ,_ �'t- - 125 LF 8' PNC- \ ♦ ♦ \- - �=4ti o - i - - _ IE(YO-899.44 �8' IN) / - - / i ! SDR35 O \ \ / $ �a I / 1 1 I \ .II C _ _ \ I g e a .ZE c D 1• IE(E)=899.39 (e OIIF) �, 0.'.- (0.50) \ �. < \ 8' MP CL52 \\ ` I \ 1 c e � \ \ 9<b• (2 i ,4 / -`\ • '► \ \ r I / I I I \ \ `\ `\. �� _ - - -ago. REH912.98 \ x0\� I// / I I \ \. \ MH P3 8' WP 1%.520 f x SDR35 O WATERMAIN �ti 1 ! DEPTH -14.43 RE.911.8J \ /' 0.70X (1.33) c&-'P ,p /' / B'� e(0U� \ / ✓ /' m�y°o�y / /' �. n ►�: \, .\ m 4°s''• �� / W - - J@ m ci =11.7$ \ � / � MDRANT //t7 I r 12b L M FSBR'35 P RE-91136 \ •\ - - _ �\ _ \ IE(SE)=899.18 (8' IN 1b1 LF 8' PYC / / a 40 (0.60) \, \ 11�) , \\ . 060 l IE(NW)=898DEPT 1=1J.25 ��'6;a'�� 0.40X (0,60)0 - \ZE 138 Lr 1[0AOX (0.54) wc■■■ (0.72) \ 16+ \ \ \ \ .� \ , , - _ � I \ \ � I '- l / __ � - •\_ - -_ � .m. RE=911.70 \1•\ s m m 'L1 rnan \ \\ II R LF)=898.75 ' W), 10890IA899.70 (B 914 DEM -12o - 912 ---- ------------ -- - - - - - - - 1 c / ----- - I r - --------\ \ sl 1.481 (2.01)\ I MATCH LINE Sheets C3.6 / C3.7 \ \ \ - �0° _ i r \- \. % c - - t 6 st°m� \ / o m w m / \ 1 `� \• I a� II �l DEQ--------_-- \, \\. - .,bto INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C 1. 1 -C1.7 PRELIMINARY P LAT C2.1 -C2.7 GRADING ANDDRAINAGE PLANS Biu ryp� C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C3 6 �3� C4.1 -C4.7 STORM SEWER UTILITY PLANS • / s g2QnI �m C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Sanitary and Water - i I --------- < / C7.1 -C7.3 DETAILS 923.27 z _ - - - Utility Plan r GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT. CLIENT: VHF INVESTMENTS, 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF SURVEY INFORMATION PROVIDED BY: FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE MINNESOTA DEPARTMENT OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE MEYER ROHLIN LAND SERVICES C3.1 C3.2 LLC TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: 708 1st AVENUE NE REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL BUFFALO, MN 55313 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DATED: FEBRUARY 12, 2019 C3.3 C3.4 1450543rd AVENUE N. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR PLY MOUTH, MN 55446 EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER BENCHMARKS (PROVIDED BY OTSEG0 CITY 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION .AND IMMEDIATELY NOTIFY THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT 29 DATUM): C3.5 C3.6 (763) 238-1610 THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING N OF 75TH ST., ELEV=928.00 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE 0 50 100 750 F - TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S CONTRACT. RR SPIKE IN PP, NW QUADRANT OF OGREN ci 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. AVENUE AND CO RD 38, ELEV=948.06 C3.7 W EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE IN FEET WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THIS PLAN (WATERMAIN TO BE INSTALLED WITH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT COTHE EXISTING UTILITY. SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION N ir rc 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE a W BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR PART OF SE} OF SECTION 28, TOWNSHIP 121, F' EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. RANGE 23, LEGEND 2 ~ 4 Q UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING (�RR Z O Z UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, AND PART OF SWj OF SECTION 27, TOWNSHIP V W p Q ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE 121, RANGE 23, ► Existing Sanitary Sewer CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS Existing Water Main O J WRIGHT COUNTY, MINNESOTA. g LLI d t A DEPTHS ARE ESTIMATED. �a Existing Storm Sewer C Z 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. g 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS CO CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE ► Proposed Water Sewer _j Q } AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS. I Proposed Water Main W } ~ 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS LEGAL DESCRIPTION Proposed Gate Valve J CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE VES SANITARY SEWER P Z } O SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. ►► Proposed Storm Sewer W W Ol Q H 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST SEE SURVEY. THE CITY'S WATER SUPPLY SYSTEM. 4 Proposed Fire Hydrant & GV rr^^ 10. THE CONTRACTOR SHALL NOTIFY THECONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT v, E CITY ENGINEER AND PROJECT ENGINEER 48 HOURS 20. CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY J Z Z e( 0 Q DETAILS 308 AND 310. TO BEING SHUT DOWN. 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET T Z FOR THE SUBDIVISION OF THE LAND. W O VOSVVA A' I e:A Street EIV -942.40 N 'hZ V) N. \ I 1 I e" PNC SOR35 �, Y\ 32.0 IE -930.40 LLT a b b I O I I I I I DEPTH -12.00 ti �b a /1.11.70 Street EN=923.70 V -_A�+pob c "o Po W PNC SOR35\34 88.57 \ I._ 'c'nIna;n-VE DEPTH=12.00 N \ �� m=b> 9Z6 2p61 , 9£6 Ot•6ZS6 - - ---- - - III G i I r - - - - �- - ~ H1vRANr 2f N k 1 0' I I I f 1 1 I iI I I I I I wm1 WwE , n / I I I / I I 1 I 6 I I I 944.2 I I ns '$ �+ °ob{ y, ` t a a$ V' o �I 191s.e7916.9 I I 9fes Flo 928.1 ' I 932.2 996.9 I I 9lJ9.6 I e4os I 949.2 I I_ e43.7 I I LF996.2 a I O L 8 0 0 1 LF808.9 / I ,I LF819.9 I 1 9M2 LF929.1 ' LF927.2 LF991.9 k, LF899.8 LF895.9 I I \F9352 I CFFB I FB I SDR35 O o' `I \\ I F 33 J MLWO I I 'I MLWO F MLWO I I MLWO I MLWO I MLWO 1 MLWO I I fa I FB I G �a� I �o Jo.4ox U(0t�.30)- t I 591.1 896.2 (� I 9388 841.8 1 843.3 I I 849:2 I 843.7 I ,u •,916.8 I 92 e9 I I u.eS ii , rasa use I G I u9a G I I rs e3 G I I �N \C' I {N G, \ P �j r ) MH P4-8 \\. �5 i _ i $ a 1 _- f „ RE -943.38 \ I I I I 165 LF 8" PVC _ - _ sDR3s o 1 I I "0. I I_ _ _ ! i° IE(E)=930.10 (8' IN) „ -- RI I 1 611 I -- - - _- - --- I IIE1=830u (8' 011e..59 ;0'4x'\\ 8"DIP CL52 HYONANf 16 _ „ �r r' `/ / ` \ �_ CO) // -T-- 6"FlrC WAIERAWN WITH VAVE, G� 0.4ox (0.26) - y s+ � o s+�o -v o �-�I 32+0�0 / LZ 1 4p .r 9-1' 9 1'1`V< C MR P4-7 tt \_ 7 316 LF 8" PVC - ` . ` I II -1----- iI I68,I I izF.e8,IE(N)=929-D.JE. 9rHi \\,� .8;"Fg3•, 1, PVC F\P79 8 1\4\2 \ II o MHP -5 SDR35 O E944.83_ / SDR35 E(SE)28.77 (8' IN) 4 (8"IN) 81) 929.72 (8" OUT) 242.08 (15.8-Nry - 6I1 d MH P4v + IE 7.00 (8' 1) Dp==E813.81 W3(e OUFe...IE(S)=811.04 (8" IN) 99.49 81 I )n 0,98 (8' O SDR35 O IE 0rH 1s) " qn 4.82 840.6 944.0 0 7 -gala ow'q` a 3p I MLWO I FBLOLF936.0 LF912.1 LF819.6 I LF922.t LF992.5 p� I , I 1 O1 8440 i' I rn en.1 I t %924.5 i 1 930.31 �I 1 035.6 I I GI / --,ds -- z� __ �`'t __ ---- - 1 --_ m Y SOR350 �`I � o O•�� 2 1- 1 I I /6s LF e" wD _ -- - --/ -I,- g3A �'wE l0 3 0.40x(0.66) ---=�------- -' 939599 990.311 (n � f0 co I \ \t\ ! I Street EN=939.71 \ I 1 1 a) 8" PVC SDR35 ' C) m 8 W I \ ( \ r 117=927.71I 2 2 y 4i DEPT=12.00 \� I I j I o 0 0 0 ` `Y I I o i \ INDEX OF CIVIL SITE DRAWINGS: F/LE N0. 00715 1 k ti i ; , ~ CO PROJECT LOCATION PLAN I � SLI C1.0 OVERALL LAYOUT AND PHASING PIAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C3.7 .STORMWAT 1-05.2 T PROFILE POL UT ON PREV. PLAN IL C6 Sanitary and Water C7.1 -C7.3 DETAILS Utility Plan r GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT: CLIENT: VHF INVESTMENTS, i. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO SURVEY INFORMATION PROVIDED BY: C4.1 C4.2 THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING MEYER ROHLIN LAND SERVICES LLC THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. AGENCY AT THE CONTRACTOR'S EXPENSE. 708 1st AVENUE HE 2: OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH BUFFALO, MN 55313 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR DATED: FEBRUARY 12, 2019 C4.3 C4.4 1450543rd AVENUE N. EXCAVATION. CONSTRUCTION ADJACENT TO TRAVEL WAYS. PLYMOUTH, MN 55446 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES BENCHMARKS (PROVIDED BY OTSEGO CITY WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN OF ANY CONFLICTS. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 29 DATUM): C4.5 C4.6 (763) 238-1610 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER ARE ESTIMATED. FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS TNH, EAST SIDE OF ODELL LANE, IST HYDRANT SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR N OF 75TH ST ELEV=92800 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM 0 50 100 150 F - EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. RR SPIKE IN PP, NW QUADRANT OF OGREN a THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING AVENUE AND CO RD 38, ELEV=948.06 C4.7 W 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN UTILITY. RIM ELEVATIONS SHOWN ON PLAN RE GRAPHIC SCALE IN FEET CASTINGS IN CURB SHALL BE SUMPED 0.17'. 7 Z CT 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY REFLECT 0 Q THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY SUMPED ELEVATIONS. PROJECT LOCATIONJ 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND p• d THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES LEGEND: WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET (OR EQUIVALENT). PART OF SE} OF SECTION 28, TOWNSHIP 121, i 19. ALL STORM SEWER IN LAVM AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH EXISTING CONTOURS �R Z SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. RANGE 23, +• B. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH AND PART OF SWj OF SECTION 27, TOWNSHIP V Wq J 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. 121, RANGE 23, ►► EXISTING STORM SEWER to F - TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. WRIGHT COUNTY, MINNESOTA. W d SHUT DOWN. ► EXISTING SANITARY SEWER = 0 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR i Q THE SUBDIVISION OF THE LAND. LEGAL DESCRIPTIONEXISTING WATERMAIN 7 W W 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL Z CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING:SEE SURVEY. .106 i PROPOSED CONTOURS W W O W� O A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE y to APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY N PROPOSED STORM SEWER z ASTM D-698 STANDARD PROCTOR TEST MEETING 1007 STANDARD PROCTOR DENSITY AND Z Q O Er NOT EXCEEDING THIS COMPACTION BY MORE THAN 17. BELOW THE UPPER 3', COMPACTION ► PROPOSED SANITARY SEWER Q F. O SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE PROPOSED WATERMAIN � 0 � CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. W �� \ '\ -- 75th J�treet o - _ _ v•. _ - � - _ _ • -' �;" - -�' � --� _ _ass_--- o t� m T - �!;- _ -�--- ---1 I--_ _�f y �aac°i 48 DIA CONCRETE r - - - - - / - ce=a1 - 1 - - -I a -- I I-- - _I �t RE=824.95 I I 1 -�. I I _ _ _ a _L . -_ _. __ __ -. - T- -i ---� }_ I. - - - -- a E m U I ^ a ___ IE(E)=920.70 (15' IN) A. ( RE-92CONCREfE I 1 I 1 -1 -I N g I I I 1 \ g20 i 1 - _ _ _ _ - - _ - _ J _ ) 7.4�E ° ao 906 I IE(S -920.70 (I5' IE(aj-921.00 (15' 113 LF 15' RCP 26 LF 16' RCP I 1 I I �- - 1 I_ - -I-- __ _914 __ - - ,. I O 0.57X O 1.20X I I 1 1 1 1 1 I r 1 4 V \ � +p I I I I I 1 1 i I I I I, I 175 LF 15' HOPE `� I 828.8 _ 927.7 a27.7 828//� 1 922.9 \\ 821,8 I 1 920.0 918.8 - LF918.8 917 9 816.8 (,i / @@ •� ° 8 LF929.8 11 LF924.7 I I LF924.7 I I LF923.9 LF922.9 I LF921.9 LF920.9 LF919.9 1- --FBWO I LFa17.9 I LF 916.6 00.40% I I FBLO I FBI:p FBWO I FBWO FBWO I I FBWO I F8W0 EBWO I I FB40' I I FBLO 026.0 925.9 a24:8 - --- "L L - - - - - - - l:� 891.8 I I I 632.7 I I 8827 ( 981.8 I 1 980.8 1 1 '-926.9 926.9 927.9 I I I I ►►-- �I 1 I 1.I I I 2-.T��•,,,�.-51 �±-8�c2Bw2� CB -59 CONCCB-� 2x• CDNwy ' RTE RE -925.82 RE -927.10 J L J L -IE00-921.B2(15'OUT) IE(S)-91&76(15•ON.C6p B6- ► 46 I ��♦�1Q-a+ X'J s�'"RP48'DIA CONCRETE ' IN) 25 LF 15 amN RE=923.30 IE(W)-920.10 (15 E(St)=819.70 (I2' IN) IE(WW)=118.80 (ib' IN) 28 0 1.20 O 1 7% ZIE(E)-919.50 (15' OUT) IE(S)-91880 (15' Ole 1021E 12" HOPE +00 9+06 0 e 0.49X 2k tV �y0 S 172 LF 15' RCP e m a _ _ 0 0Z¢ OFES-Cf - g12' GNP WU ,c OB -50 _ IE 920.00 / I I ! \ - - - - 48' DIA CONCRETE �' �"" CB -5B - - �. 48' ON CONCRETE HDP RE -922.66 Z 48' BRA CONCRETE CB -57 T - I I - - - - - - T 7 - - - - - 11- - - - - - - RE -925.88 - O a.38X 8' E _I I - 22.68 / RE=927.21 2'x3' CONCRLlE -I --- - - - - - - - - IE(N)=921.62 (15' IN) IE(N) 91846 (1b' IN) .182 lF 15' HDPE �- i j IE(E)=923.00 (15' IN i0� RE -927.21 I I I I I I 11 I I 1 IE(S)-921.82 (15' OUT) 11 1 IE(S)-9/8A8 (15' W/f) O 4.53X ►I "' x IE((N)=918.20 15' IN p i' (It) -823.30 (ib' to Tj I. IE(S)=918.00 (18' OUT) M z O 'I 892.1 892.7 882.7 93L7 930.7 929.7 928.7 828.7 I I 828.6 I I 926.5 826.9 I I / .U°r- R ¢ 0 1 �'� rEl -O' i FBLO I I FliWO I I FBWO I FBWO I I F8W0 _ I 1 FBWO 1 I F81N0 FBWO FBWO E WO % „a $ I I LF920.5 20.5 LF91B,9 II a, LF924.1 I I LF8241 LFB24.7 LF923.9 LFa22.8 LF921.7 LF9 0.7_ LF920.79.1 24.7 I I 824.7 I 1 923.7 922.7 Ix I 1 921.7 920.7 920.7 920.6 0.5 N V) / I I I II l+� �1 0 25 LF 15' RCP 1 1 I I "I - I I. _ /- ) I i / ! _. wry. o f.zo% I I I I I I 1 ce-44 n v o 0 i' J I I I (I MATCH LINE Sheets C4.1 / C4.4 37. LF 1s• RGP 11� rxr cDNLa cn Ln In 7 // CB -54 _ _ _1 1 I I 1 1 I 150 LF 24'HOPE J� RE -917.60 o I - - - - 218 LF 24' HDPE O 0.50% 0' HDP 1 I 0 LP 30' HOPE 1 O 13. ' + 48' DIA CONCRETE I I I I O 0.80X O 0.40% E I �IE(SW)=913 04 s LL li I /lJ <;9 I RE -929.13 1 1 1 - .. _ 1 I I I I I O 0.40X 147 LF 30' HOPE 11 �% { C7 102 LF 18' RCP iT 11E(W =917.50 (18' IN) L---\ /IL,1y1 a,J, l (tn�h o o.29X 1 ) J I- J L- J L --J L--- ---J ------ L --------I L --_----J _. - ---J L� 06.54% BJ I 8 CO `S t IE(E)-917.50 (18' 0111) - - - - - - - - - - - r pox ,ox a zos x O ( It�e I ". -- 918------- / 918_---- CB -4B 918 F- CB -48 --- CB -45 I �1nn W - / - -r' - - -1 r- - CB -53 I - r , - - - - - -, 60' DIA CONCRETE 60' ON CONCRETE ) I 60' DIA CONCRETE Q4 W 1 - O 287 lF iB' \ CB -52 I ) 60' DIA CONCRETE I RE=817.6) I RE -916.90 O U �� CB�55 cb I 1 I HDPE O I.60X 4B• DN CONCRETE 1 I I 48' DIA CONCRETE 1 RE -917.40 RE -917.40 I i IF/NF)=909.42 115' INT 1i'9a_A 48' DU CONCRETE , 1 RE=916.8 I I I RE=917.10 1 IE((N)=910.00 (15' IN) I I IIE(W)-909.77 (30' IN) 1 IE((N) 810.21 (15' IN' RE=829.1) 1 1 20 LF 18' RCP IE(W)-912.9 (18' IN 1 I 1 IE(11)-911.45 (24' IN I IE(W)-910.70 (24' W) IE(E)-808.77 (30' OUn I IE )-909.21 (30' IN IE(N)=81270 (18' IN O 0.80% 1 IE(E)-812.5 (24' OUT) I I I IE 81/A5 (24' OUT; IEE((E)-910.3 (30' 0111) I I I IE(E)-908.21 (30' OUF INDEX OF CIVIL SITE DRAWINGS" • IE(E)-917.70 (f8' OUT) I 1 1, i r I, �� I _ LE N I j MATCH LINE Sheets C4.1 / C4.3 I I I I I I CO PROJECT LOCATION PLAN 0 I I I I I I I' T ---. I 1 0 OVERALL LAYOUT A ND P HASING PLAN -- -- 922.7 I I 922.0 I I 47.7. . C1.1 -C1.7 PRELIMINARY PLAT 921.9 I I 8. C2.1 -C2.7 GRADING AND DRAINAGE PLANSg2e2sf LOe3sa9242 9 1 I LF926.9 LFo2s.i wo I C3.1 -C3.7 SANITARY AND WATER UTILITY PLAN LF924.2 7FBLo -4.7 STORM S C4. 1 T6C4.1FB) j 2 93ill I 1 2'x3' CONCRETE- C5 1-05.2 STREET PROFILE PLANS I RE -47.4.67 LF029.6 8326 9x27. IE(S)-921.20 (15, OUT) C6 STORM WATER POLLUTION PREY. PLAN Storm Sewer MLWO J L- C7.1 -C7.3 DETAILS Utility Plan GENERAL UTILITY NOTES PROJECT LOCATION PLAN 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO Q THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING j THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. AGENCY AT THE CONTRACTOR'S EXPENSE. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48. HOURS PRIOR TO ANY MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR CLJ O -7,9. EXCAVATION. CONSTRUCTION ADJACENT TO TRAVEL WAYS, 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES Storm Sewer WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. Utility Plan OF ANY CONFLICTS. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER ARE ESTIMATED. ' FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM h EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER VILL COORDINATE WITH TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN 7. UTILITY' EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT IE(11�=877.50 (24' IN) THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY SUMPED ELEVATIONS. I ` THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES CASTINGS GS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND CASTIN. WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY OR EQUIVALENTALENT) FOR YARD INLET . U SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19ALL STORM SEWER IN LAWN AREAS BE HDPE DUAL WALL PIPE AND UNDERNEATH B. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. (RCP) ROADWAY PAVEMENT AREAS. SHALL BE CLASS 5 REINFORCED CONCRETE PIPE RCP WITH 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. SHUT DOWN. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER 3, COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1'. BUT SHALL NOT BE CONSISTENTLY HIGH OR LOW. S. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. V.F 1 I I B \ 19��. A \ T. 0- '- �o.�-i' 1'q CB -44 I \ MH -41 j 32 X153 X I I 2'J' CONCRETE r i i 72' DN CONCRETE RE=917.60 RE -888.30 �IE(SW)-913.60 (15' OUT) r IE(SW)-878.55 (36' IN) j l HDPE ' 19 I I I ' IE(NE)-878.15 (42' OUT) I �� ♦ ') - / ' Y 66 LF 42' RCP CB -43 _ 11 J 1 (LENGTH M4 CONCRETE I i m £ r m 364 LF 35' RCP \\ L INCLUDES FES) RE -916A0 IO m 09.42 (15' IN) 97 6 I B 08.42 30' IN 1 .) - - -�� \� •FES I4, j�Tl'tl..lrf 1 MATCH LINE Sheets C4.2 / C4.4 1.42 (30' 0 t- - - c -r' . - " _ \ \ 42' RCP 71 LF JO' IE=878.00 RCP 6. DN CONCRETE1 60' DN CONCRETE L 1 - \\ •1 �, BASIN DATA: RE -914.43 °� 1' RE-915.15 BOTTOM=876.0 )03, 0.20 (30' IN) 57 IE(SW)-910.20 (30' OUT)OIE(N)= OUTLET=879.0 J ARTICULATED CONCRETE \ \\ 100YR HWL=880.0 BLOCK OR CABLE CONCRETEAT (T STORM, \ PIPE M \ 913.78 / +II 1-73 \ 48' DIA CONCRETE \ ®Ilk R RE -910.46 \ \ - DRALNAGE SPILLWAY EIV=879.0 ARTICULATED CONCRETE BLOCK OR CABLE CONCRETE SURVEY DATA PAGE LAYOUT: SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES C4.1 C4.2 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 C4.3 C4.4 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): C4.5 C4.6 TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT - N OF 75TH ST., ELEV=928:00 RR SPIKE IN PP, NW QUADRANT OF OGREN 0 50 100 150 AVENUE AND CO RD 38, ELEV=948.06 C4.7 GRAPHIC SCALE IN FEE7 PROJECT LOCATION LEGEND: PART OF SEI OF SECTION 28, TOWNSHIP 121, RANGE 23, - - - EXISTING CONTOURS AND PART OF SWj OF SECTION 27, TOWNSHIP 121, RANGE 23, ►► EXISTING STORM SEWER WRIGHT COUNTY, MINNESOTA. ► EXISTING SANITARY SEWER LEGAL DESCRIPTION EXISTING WATERMAN SEE SURVEY. 908 PROPOSED CONTOURS N - PROPOSED STORM SEVIER ► PROPOSED SANITARY SEWER PROPOSED WATERMAIN / PIPE OUTLET (TYP.) ,,FES -At 24 RCP IE=875.00 x-44 LF 24' RCP CL3 O 0.45X (LENGTH INCLUDES FES) IE, =B:0< W 3. --------------- INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 t - U PROJECT LOCATION PLAN Lli 0 OVERALL LAYOUT AND PHASING PLAN Q N (L (L �Zlr d Ltl � j Z � 1 I 20 LF 24' RCP ap unu a[ ' y CLJ O -7,9. Z> 0 �l INCLUDES�F'ES) WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 FES -A2 Utility Plan Q 1= I o ' IE -878.00 V) W m 11 OCS-t� M h 45' 041 CONCRETE RE (TOP)=85150 N� RE (BOTTOM) -880.75 O I IE(11�=877.50 (24' IN) I ` IEo.;B75.20 (24' OUT) BASIN DATA: U BOTTOM=876.0 OUTLET=877.5 i VU} 100YR HWL=880.0 O WET 5TORM WATER DA5/N j�Tl'tl..lrf 1 MATCH LINE Sheets C4.2 / C4.4 1.42 (30' 0 t- - - c -r' . - " _ \ \ 42' RCP 71 LF JO' IE=878.00 RCP 6. DN CONCRETE1 60' DN CONCRETE L 1 - \\ •1 �, BASIN DATA: RE -914.43 °� 1' RE-915.15 BOTTOM=876.0 )03, 0.20 (30' IN) 57 IE(SW)-910.20 (30' OUT)OIE(N)= OUTLET=879.0 J ARTICULATED CONCRETE \ \\ 100YR HWL=880.0 BLOCK OR CABLE CONCRETEAT (T STORM, \ PIPE M \ 913.78 / +II 1-73 \ 48' DIA CONCRETE \ ®Ilk R RE -910.46 \ \ - DRALNAGE SPILLWAY EIV=879.0 ARTICULATED CONCRETE BLOCK OR CABLE CONCRETE SURVEY DATA PAGE LAYOUT: SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES C4.1 C4.2 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 C4.3 C4.4 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): C4.5 C4.6 TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT - N OF 75TH ST., ELEV=928:00 RR SPIKE IN PP, NW QUADRANT OF OGREN 0 50 100 150 AVENUE AND CO RD 38, ELEV=948.06 C4.7 GRAPHIC SCALE IN FEE7 PROJECT LOCATION LEGEND: PART OF SEI OF SECTION 28, TOWNSHIP 121, RANGE 23, - - - EXISTING CONTOURS AND PART OF SWj OF SECTION 27, TOWNSHIP 121, RANGE 23, ►► EXISTING STORM SEWER WRIGHT COUNTY, MINNESOTA. ► EXISTING SANITARY SEWER LEGAL DESCRIPTION EXISTING WATERMAN SEE SURVEY. 908 PROPOSED CONTOURS N - PROPOSED STORM SEVIER ► PROPOSED SANITARY SEWER PROPOSED WATERMAIN / PIPE OUTLET (TYP.) ,,FES -At 24 RCP IE=875.00 x-44 LF 24' RCP CL3 O 0.45X (LENGTH INCLUDES FES) IE, =B:0< W 3. --------------- INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 t - U PROJECT LOCATION PLAN Lli 0 OVERALL LAYOUT AND PHASING PLAN Q N (L (L �Zlr d Ltl � a Z O e o f M i11 $ Lu Lu LV� ap unu a[ Z 0 y l W 3 Z> 0 3 Lu Lu co WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan Q 1= o a o 0 V) W M h k Is] PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 �Zlr d Ltl � moE c o 2 wI 'R e o f M i11 $ �F� LV� ap unu a[ C o y l W 3 C5.1-05.2 STREET PROFILE PLANS F o WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan o a h O II U }O S i VU} O G a U) J � 'Q. o° o GO v0i Vpl b N � 7.11 M o m p W z z p W 3 � x W O o O U FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3,7 SANITARY AND WATER UTILITY PLANS C4.2 C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6STORM WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan GENERAL UTILITY NOTES EXISTING CONTOURS - ►r 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO EXISTING WATERMAIN THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY PROPOSED CONTOURS MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING PROPOSED STORM SEWER THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, PROPOSED SANITARY SEVER AGENCY AT THE CONTRACTOR'S EXPENSE. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY (} ILL MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR Wa c =W EXCAVATION. Z% O CONSTRUCTION ADJACENT TO TRAVEL WAYS. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER = LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. W OF ANY CONFLICTS. ui W ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER ARE ESTIMATED. FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS oIR SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. C5.1-05.2 OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN 7. UTILITY. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT I i THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY I I SUMPED ELEVATIONS. 920.6 THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES 16. H CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND En WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET EQUIVALENT). N m SHALL B E PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. ALL STORM SEWER IN LAWAREAS BE HDPE DUAL WALL PIPE AND UNDERNEATH 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. � (RCP) ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE RCP WITH 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. SHUT DORM. 10. THE CONTRACTOR: SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 17. BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. 1021F f8 RCP -� }I rkkr//r�� jtps2 O 0.19% I 1 CO -55 1 �o 48' D \ - - ONCRETE CO -JO i J IA RE -12.1.1 I 27' DU CONCRETE. _ �� _ ----- IE N)=917.70 (18' N) f ) IE(E)-917.70 (18. OUT) I I \ IE(S)-920.30 (12. OUT)- I I IP zoz - aoz -_z 2.26x.,.1 I +1 LFazss 9925 FB - I- I 1 I 933:9- - - - 9288 I I I LF928.8 I I 992.6 g2a 928.3 I 927.7 I .il MLWO 1 MLWO I I I69��z P' 1 I 991.6 I ' I I of LF823.6 932 I 1 I 931.9 1' I HDPE O 0.56% I I I '- + I 1 930.01 \ \ I I I I 930 48' OC9-29 N CONCRETE I I - ifiOfJ - R 9 - .928.39 IE((N)=919.35 (12' IN) 928.11 ` ! IE(S)'819.15 (f5' OUT) - q+00 t► �� '931.05 I =_ 0+0o I ' � i�o ss iF fa•RCP-�ooi =1� 3+ O 0.50% jl _929.38 9 .51 L' a 928.66 �� r I i 1•, r9 931.8 1 .408, DM RE -22716 I I 129 LF 1b• RCP I i MLWO 1 IE(N)=919.02 (15' IN) I I 00.5 I I 1 931.8LF923.11 I I IE(S)-919.02 (15' OLTP) I I i i I I MLWO ' 931.5 LFnn.. < CB -26 I - 992.6 1 1 992.6 I I MLWO I 1 48' 014 CONCRETE 1 �_ MLWO ( MLWO R-923.70 T- j�-ff924:0 I I LF924.0 I 926.6 IE(N)=916.62 (15' IE(S)=916.42 (18' Q. 2� s2a N II Q7 - CB -27 - - - - - - - _,_b' RCP - _ O 0.RCP I N I 3 I 48' ON CONCRETE / RE=926.00 O 0'60% 73 LF iT1�i 1 I' IE((N)=916.35 (15' IN) _ CL3 0 7.63X IE(S)=918.35 (15. 01% � ' C \ I ) CB -24 -. 60' DIA CONCRETE I 923.17 IE(N)-910.58 (10' IN) iJ • IE (E)-910.58 (18. OUT) I ;I 1 1 1CLLF'18- ROP J O 0.50X1 a 1 � N 9343 L------------ I \ II � � II WNW SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHUN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): TNH, EAST SIDE OF ODELL LANE, IST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 PROJECT LOCATION PART OF SEj OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SWj OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY PAGE LAYOUT: Fc4.1 I C4.2 C4.3 C4.4 C4.5 I C4.6 C4.7 0 50 100 1,150 GRAPHIC SCALE IN FEET LEGEND: 2f0 LF 21' HOPE I I I O 0.50X4' HDPE 132 LF 30' HOPE 48' DIA CONCRETE - - I I I 1 RE<92B.I3 I I I O 0.50% I I I -- O 0.40% IE =91250 (18' IN) I I - - - - UE=81250 (18.0 L--- ---J L---=�--J L---- -J L --/� J L--- _ -J -- L' --s J a--- M --I 918.-- -- / ------T 918----- CB -49 9Tg r CS -•18. - - - - r 287 LF 18' CB -53 I - r ; CB_5Y 60' DIA CONCRETE 60' DU CONCRETE 1 I RE=917.40 I I �I I HOPE O 1.60X 48' DIA RCONCR&8 ,\ i i u-tza I I 48' DIA 17.40 IIE(N�=909.77 (30' i� I I IE((N)� 910.00 (15' IN) I 25 LF 18' RCP IE(W).912,9 (18' IN I �I IE(YO'910.70 (24' IN) IEE 909.77 (30' OUT) I . - I I IE(W)-911.45 (24' IN I ( ( ) O 0.50X1 I 1� IE(E)t 912.5 (24' I I j 1 IE(E)-911.45 (24' IE E)<810.J (JO. OUT) I I I I i- MATCH LINE Sheets C4.1 / C4.3 ! �_ -� i _ t I I � I I I IDF I-1- T 920.6 I i 922.7 I I 922.0 I I I I 922 4 I i \ 821.9 LF920.8-LF919.7 LF819.0 LF91B.4 `924.2 923.1 I LF92f.9 FBWo_ FBLo- -('I FBLO I LFa29.1 _-F8WO 927.7 828.8 827D �9 0- _ - _ 929.9 - -. C8-16 I- L _ �. L. - 1 _ 2.3' CONCRETE IE(s)4,67 =921.20 (1s? e U �.� -- L-- L----- J -..L_ -- -J L-- -- L- 928.7 �� _ 925.95 926.40 M 928.52 J L - 927.82 25 LF ib' RCP � 931.14 83012 - =.1..saee c 11+0 12+0�1 r =-is+off a+off '9r1II2I I 7 .95 L 928-00 - _ II I 91II2I 6 .7I9 926.64 26.64 - -- LFBFe._BP.O1. bZ 46' DIA CONCRETE -9 1.79 (s)916.59 Ila- OUn93FBWO za- r % BwO F92LO FBWO WO 921. L?r LF9232 F9 923.2 WJ -- - 1 I I -- - - -- I L-- -- -----. Ce 22�----\ -- -- --__ - DO 25 - 60' DIA CONCRETE ., - o I I + O M I - 48'8DIAC7NCRETE IE(W)-908.74(24'1 IN) IE 918.15 18' IN IE(S)=908.74 (24. OUT) CB -14' ((NN�� (( ) 91 .3fi------- - IE(S)-916.15 (I8' DUI) II \. 84' DIA CONCRETE RE 91721 BO ,� 1 -� 238 LF 24' ROP IE(6=907.58 124' I=907.96IW)" OL 0.50% IE 6=907.56 /. _ - 1 U0} MATCH LINE Sheets C4.3 / C4.5 r '\ OO CO-21TE 43 42' _- �T 918.68' I r I r m a „! 265 C43 040.50%l J 60' DN RE-9MCONCRETE �, ; RCP. ' -I 25 LF 42' RCP O ro N I _ 3 CF10OB.00 O 0.40% J CB -23 IE(N)-908.74 (24• IN) ) ) CC 1. RCP CL3 O 0.32% 146. OIA CONCRETE IE(E)-908.74 (24' OUT) °' , 1 ai - :R - I ` EEE929;046 Ll!: N) °gym I� 64 DIA corrcREi� I I INDEX OF CIVIL SITE DRAWINGS: CLIENT. EXISTING CONTOURS - ►r EXISTING STORM SEWER r EXISTING SANITARY SEWER F t EXISTING WATERMAIN 908 PROPOSED CONTOURS ►► - PROPOSED STORM SEWER ► PROPOSED SANITARY SEVER E ;b tlU o`xfn p PROPOSED WATERMAIN 2f0 LF 21' HOPE I I I O 0.50X4' HDPE 132 LF 30' HOPE 48' DIA CONCRETE - - I I I 1 RE<92B.I3 I I I O 0.50% I I I -- O 0.40% IE =91250 (18' IN) I I - - - - UE=81250 (18.0 L--- ---J L---=�--J L---- -J L --/� J L--- _ -J -- L' --s J a--- M --I 918.-- -- / ------T 918----- CB -49 9Tg r CS -•18. - - - - r 287 LF 18' CB -53 I - r ; CB_5Y 60' DIA CONCRETE 60' DU CONCRETE 1 I RE=917.40 I I �I I HOPE O 1.60X 48' DIA RCONCR&8 ,\ i i u-tza I I 48' DIA 17.40 IIE(N�=909.77 (30' i� I I IE((N)� 910.00 (15' IN) I 25 LF 18' RCP IE(W).912,9 (18' IN I �I IE(YO'910.70 (24' IN) IEE 909.77 (30' OUT) I . - I I IE(W)-911.45 (24' IN I ( ( ) O 0.50X1 I 1� IE(E)t 912.5 (24' I I j 1 IE(E)-911.45 (24' IE E)<810.J (JO. OUT) I I I I i- MATCH LINE Sheets C4.1 / C4.3 ! �_ -� i _ t I I � I I I IDF I-1- T 920.6 I i 922.7 I I 922.0 I I I I 922 4 I i \ 821.9 LF920.8-LF919.7 LF819.0 LF91B.4 `924.2 923.1 I LF92f.9 FBWo_ FBLo- -('I FBLO I LFa29.1 _-F8WO 927.7 828.8 827D �9 0- _ - _ 929.9 - -. C8-16 I- L _ �. L. - 1 _ 2.3' CONCRETE IE(s)4,67 =921.20 (1s? e U �.� -- L-- L----- J -..L_ -- -J L-- -- L- 928.7 �� _ 925.95 926.40 M 928.52 J L - 927.82 25 LF ib' RCP � 931.14 83012 - =.1..saee c 11+0 12+0�1 r =-is+off a+off '9r1II2I I 7 .95 L 928-00 - _ II I 91II2I 6 .7I9 926.64 26.64 - -- LFBFe._BP.O1. bZ 46' DIA CONCRETE -9 1.79 (s)916.59 Ila- OUn93FBWO za- r % BwO F92LO FBWO WO 921. L?r LF9232 F9 923.2 WJ -- - 1 I I -- - - -- I L-- -- -----. Ce 22�----\ -- -- --__ - DO 25 - 60' DIA CONCRETE ., - o I I + O M I - 48'8DIAC7NCRETE IE(W)-908.74(24'1 IN) IE 918.15 18' IN IE(S)=908.74 (24. OUT) CB -14' ((NN�� (( ) 91 .3fi------- - IE(S)-916.15 (I8' DUI) II \. 84' DIA CONCRETE RE 91721 BO ,� 1 -� 238 LF 24' ROP IE(6=907.58 124' I=907.96IW)" OL 0.50% IE 6=907.56 /. _ - 1 U0} MATCH LINE Sheets C4.3 / C4.5 r '\ OO CO-21TE 43 42' _- �T 918.68' I r I r m a „! 265 C43 040.50%l J 60' DN RE-9MCONCRETE �, ; RCP. ' -I 25 LF 42' RCP O ro N I _ 3 CF10OB.00 O 0.40% J CB -23 IE(N)-908.74 (24• IN) ) ) CC 1. RCP CL3 O 0.32% 146. OIA CONCRETE IE(E)-908.74 (24' OUT) °' , 1 ai - :R - I ` EEE929;046 Ll!: N) °gym I� 64 DIA corrcREi� I I INDEX OF CIVIL SITE DRAWINGS: CLIENT. VHF INVESTMENTS, LLC a 14505 43rd AVENUE N. F t PLYMOUTH, MN 55446 N HENRY HANSEN ' N°r (n m N (783) 238.1610 V E ;b tlU o`xfn p Ee� C1.1-11.7 �a a Z Al (} ILL J Wa c =W Z) Z% O w � O 0 QPCl o = W V) ui W C4.1 -C4.7 STORM SEWER UTILITY PLANS I b RE -917.21 IE(N)=906.50 (42• IN) I IE(E)-906.50 01I<7 a F t o'F 866 $ N ' N°r (n m N �••W (wc� 1�„ E ;b tlU o`xfn p Ee� C1.1-11.7 Ztg,I°°m°�> j u C2.1 -C2.7 C3.1 -C3.7 c EJY�n 0 C4.1 -C4.7 STORM SEWER UTILITY PLANS IE -910.06 24 RE -917.21 IE(N)=906.50 (42• IN) I IE(E)-906.50 01I<7 F t PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN AS (42' -� C1.1-11.7 II j u C2.1 -C2.7 C3.1 -C3.7 GRADING AND DRAINAGE PLANS SANITARY A14D WATER UTILITY PLANS C4.3 5 a C4.1 -C4.7 STORM SEWER UTILITY PLANS j oIR I C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN Storm Sewer � o I i I I 920.6 I y N En N r m z s o � O O O U FILE NO. 00715 IE -910.06 24 RE -917.21 IE(N)=906.50 (42• IN) I IE(E)-906.50 01I<7 CO C1.0 PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN (42' -� C1.1-11.7 PRELIMINARY PLAT C2.1 -C2.7 C3.1 -C3.7 GRADING AND DRAINAGE PLANS SANITARY A14D WATER UTILITY PLANS C4.3 C4.1 -C4.7 STORM SEWER UTILITY PLANS j I C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN Storm Sewer / s2p I i I I 920.6 I rn C7.1 -C7.3 DETAILS Utility Plan r z s GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY EXCAVATION. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL 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. ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING SHUT DOWN. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 17 BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. 32 IF 15• Ra _ O 13.001 132 LF Jo' HDPE o D.4oX _ MATCH LINE Sheets C4.1 / C4.4 r'301 HOPE I 1 68 ).OS i abs o nx 7CB-4B - - - 60' OU CONCRETECO-45 18-11 I - - 60' DIA CONCRETE! I 60' 014 CONCRETE I RE=917.63 1 RE=916180 I I RE=917.40 I IE((N)=810.21 (ib' IN)) I 1 IE(NE)-909.42 (15' DI) IIE(W)-909,77 (30' IN) IE(W)=909,21 (30- IN) 1 1 IE(W)-908.42 (30' IN) IE(E)=909.77 (JO' OUT) I IE(E)-909.21 (30. OUT) {I 1 IE(S)=908.42 (30' 0111), 71 LF 30' CB -42 I I 922.4 1 1 922.5 - ( 1 .' 922.2 . - 1 84' DM CONCRETE LF919.4 - LF91.6LF1 RE -914.43 FBL� I I FBLO I I - IF 917./L I IE(S,W)-903,57 (30' IN) I I 9262 IE(N)-903.57 (30' __ 70 LF 30' RCP I I I 1 "I o o.3oX 913.78 J L-_ - -J L _ 928.40 926.52 924.17 , 918.63 - - -1/ - - 1 +OOT 3+0+� = d4+0 _ 15+0 �y_ or - 926_ Z c 6.20 92.5 105 LF -- m CS -72- 60' DIA RCONCRETE' IE(NW)-904 I .09 (30• IN) IE(E)-905.09 (15' IN) I ) 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT SUMPED ELEVATIONS. 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND R-4342 FOR YARD INLET (OR EQUIVALENT). 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. L��1:19�'D_�l_� SURVEY INFORMATION PROVIDED BY: MEYER ROHUN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): TNH, EAST SIDE OF ODELL LANE, IST HYDRANT N OF 75TH ST., ELEV=928.00 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38 ELEV=948.06 PROJECT LOCATION PART OF SEI OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SWj OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY PAGE LAYOUT: C4.1 C4.2 C4.3 I C4.4 C4.5 I C4.6 C4.7 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND: - -9i+: EXISTING CONTOURS ►► EXISTING STORM SEWER ► EXISTING SANITARY SEWER N � (L EXISTING WATERMAIN 908 PROPOSED CONTOURS ►► PROPOSED STORM SEWER I> PROPOSED SANITARY SEWER j PROPOSED WATERMAIN ;?'CONCRETE % I 1 I \ � \ 72' DLA CONCRETEH-41 \ \, \. 1 I /\/ STORM WATER 1 //� wj=813.80 (15• our) ) \ \ IE(SW)-878.55E(3 / MATCH LINE \Sheets C4.2 / C4.4 ' BASIN �) T ( IE(NE)=878.15 (42' OUR) �/'/ _ 7 1 364 LF 36' RCP ;t A �• - / ►►� _.�-A3 L_ _ 66 LF 42" RCP \ 42' RCP CW O 0.23X \ IE -878.00 L',6ROE GTH INCLUDES NFES)I . DRAINAGE SPILLWAYu CONCItE7E BASIN DATA? ELV_ 5.15 \ BOTTOM=876.0 n'ULATEO CONCRETE903.77 (JO' IN) // lT7 }BLOCK OR CABLE =903.77 (30' OUT) �� OUTLET=879.0 CONCRETEARTICULATED CONCRETE100YR HWL=879.9 BLOCK OR CABLE\j]CONCRETE AT STORM PIPE OUTLET (TYP.)7380N 4CONCRElE)=907.46 (12' IN)=907.26(15'Ol/r)TCO-7427' ON CONCRETERE=911.4IE(L»-90 .80 (12our) 1 V 44 LF 12NOPE '� Rc ✓ _ _ - (. 25 LF 15' HDPE W I I 1 IE(SE-BO4.OD (30 011e 41 LF 30' RCP - _ FBWO I IFBWO ��...FFF 911.7 J \ L7�2' ON CONCRETE I Fewo 1 1 \ 1 \ITE 9fo.67 LF919.8 - -_ LF919.1- --- I- I-' -- LF916.9 / / I ► IE((NNWW))=903,80 (30' IN)) 819.8 _ I I 919:1- I 916:97 1. 1 IE(SI'Q=904.20 S24' IN) - IE SE =803.80 Jt �r - 0 0.86x 181 LF 30' RCP ` ► \ " m / / I + j -- .=l _ CB -78 Y /m O 0.35x \ \ Y - / I \ •°� , 1 , - i.. 9\6 I' 48• DA coNCRETE Co @ \ \ / , '1f -L-r-----j- ----J RE=912.50 m°O� \�-91 ✓ mi! i°iD - I IE(511�=905.60 (18' IN) s �`• ` 2 / m yi \ n' \ \ / / ' I I ` I IE(NE)-905.20 (24. Our) \ '� '� / �. \ ` •m O / \ ? �\ \ / I \ I I I s1a -` - 18• RCP // v� IN O 1d4X I r,,a--- _0 (�NOTM �� / _ oo �7u v /�' �I � \°;\, ,� ;i y I`V I � t � 1 / / as - --_ �. ,•. �1 908 -- INCLUDES FES) 906�\r\ \ -- Y FEB -BI \ / BASIN DATA: DRfB' 48• DIA CONCRETE - -i • IE=806.00 / / V �\ 6 (24".98. eorroM=sos.o STORM WATER .� � /\ . ` � �, � <' ,� �•'' I \, � ` I i � � j �• i �. I IE(SE)=904.78 (24' IN), OUTLET=906.0 v IE -904.38 30' 100YR HWL=911.6 PES -82 ARTICULATED CONCRETE. MATCH LINE Sheets C4.4 C4 / .5 r/ // ° \ \ �� ` // !L`'o 142' RCP BLOCK OR CABLE q / / - Rel JOB LF 24' RCP W ax u� mmm� / /, •` \ \\ \ \ \�\ e s\ �IE-906.00 CO pC =TIT =l 24' RCP - \ \�� / / gd�g08 O 0.50X , `L \ \ 'D�Q�O O •� / / i • / / \ \ \ \, \\ .0 9 I IE=906.00 C4.6 / / s "9x \ MATCH LINE Sheets C4.4 / 22 IF 42. RCP 906 / R► �� INDEX OF CIVIL SITE DRAWINGS: CL3 O 0.23X \ \i /� \ INCLUDES FES) - 188 LF 24•RCP. /�°°/ i' \\` '\e �. \\..//• \ \ /'\� I- -) - - CO PROJECT LOCATION PLAN cLJ o o.z3X912 / / a \ \ m C1.0 OVERALL LAYOUT AND PHASING PLAN (LEN.TH _- -- �- -- ---� - ,, _._/ - _ _\ _ ao•O_ „ - C1.1 -C1.7 PRELIMINARY PLAT 72' DIA CONCRETE RE=9u.3o --- -- INCLUDES FE� \\y' -�\-\ mdo � I \\ \ ' \ C2.1 -C2.7 GRADING AND DRAINAGE PLANS ~ I T)(42• IN) r 914•' .11. \ �� \ \� / / / \ •\ •O /' T 1 C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS I J. (42' our) I I \ \ T�6> ✓�/ // \ \\ \ I C4.1 �:E(E)=36'0060"5� -C4.7 STORM SEWER UTILITY PLANS --J I 1 I \ \ // / A +✓ / \ °\ xoa ' / I I \ / C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN \ ` C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55448 HENRY HANSEN (763)238-1610 N V LU N � (L `0 8 ��Ir W�lo'e^fny vio sCo LU W O j IL 0 e fr big � n�e�i W W C o 46 W 0 m ro fc°3 I� QP o O Lu <E^�V) 4D cl /f ticlI 6) Lu 2 C4.4 Storm Sewer Utility Plan `0 8 ��Ir W�lo'e^fny vio sCo 2° �E�E >o �Almmee big � n�e�i ylw°a•u-.os ` o F m ro fc°3 I� VggA o a <E^�V) /f ticlI 60 Q j II � t S EL U yoN a e .c 121 O o N � O m p� W W O ow U O FILE NO. 00715 C4.4 Storm Sewer Utility Plan GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT: CUENT: VHF INVESTMENTS, 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO SURVEY INFORMATION PROVIDED BY: THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING MEYER ROHUN LAND SERVICES C4.1 C4.2 LLC THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. AGENCY AT THE CONTRACTOR'S EXPENSE. 708 iat AVENUE NE 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH BUFFALO, MN 55313 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. FIELD MANUAL (CURRENT VERSION) FOR DATED: FEBRUARY 12, 2019 C4.3 C4.4 1450543rd AVENUE N. EXCAVATION. CONSTRUCTION ADJACENT TO TRAVEL WAYS. PLYMOUTH, MN 55446 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES BENCHMARKS (PROVIDED BY OTSEGO CITY WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN OF ANY CONFLICTS. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 29 DATUM): C4.5 C4.6 (763)238.1810 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER ARE ESTIMATED. FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. N OF 75TH ST., ELEV=928.00 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM 0 50 100 150 (- EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE NTH TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE CO RD C4.7 V THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN AND 38, ELEV=948:06 GRAPHIC SCALE IN FEET W 7 Z 7. UTILITY. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT 0 Q THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY SUMPED ELEVATIONS. PROJECT LOCATION (A M '4 a THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND LEGEND: IL WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR ANY REPAIRS NECESSARY R-4342 FOR YARD INLET (OR EQUIVALENT). } E D U LL A BE HDPE ALL STORM SEWER IN LAWN AREAS SHALL ALL DUAL WAPIPE AND PART OF SE# OF SECTION 28, TOWNSHIP 121, I, p SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19 :c R RANGE 23, EXISTING CONTOURS /�RZ 1' 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH AND PART OF SW3 OF SECTION 27, TOWNSHIP V W $ J 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. 121, RANGE 23, ►► EXISTING STORM SEWER x 0 H TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. WRIGHT COUNTY, MINNESOTA. W it C :a SHUT DOWN. > EXISTING SANITARY SEWER 2 0 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR -J IX THE SUBDIVISION of THE LAND. LEGAL DESCRIPTION w w I EXISTING WATERMAIN 7 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: SEE SURVEY. -908 PROPOSED CONTOURS W W O W A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZEco o a y APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ►► - PROPOSED STORM SEWER -1 z ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND Z Q O NOT EXCEEDING THIS COMPACTION BY MORE THAN 17. BELOW THE UPPER 3', COMPACTION ► PROPOSED SANITARY SEWER Q P 0 SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BEPROPOSED WATERMAIN Q (~/) CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. �,- r I o1JIlUM=000.0 ✓I 111\I VI'.(vmI L_ r\ _ ��` �� I IE(SE)W I 236 LF 24' RCP'1 - IE(',N 7.96 18' IN i I I OO'jLET=906.0 O 0,50X �- �� % •�•r'1 (!�i. 1 CW O 0.50X,1 IE(E)=BOZ66 �24' IN % I I J (NLN)= 73 LF 18' RCP I I E(s)=906.36 (42' o N I 100YR HWL-911.6 MATCH LINE Sheets C4.4 / C4.5 CL3 o 7.63X 4� I = MATCH LINE Sheets C4.3 / C4.5 _,� I �. I y\ \ . \ . 1111 �. .. 7 ,I �. I _ yy�� FES -82 \ CO 24 A 265 LF 24' RCP 60" 1 1- - - '�T 25 LF 42' RCP O Fu b �' I ARTICULATED C�� 60' DIA CONCRETE \ 60' DN CONCRETE -j 1, 12' RCP c c _ 43 LF 42' RCP. CL3 O 0.40X CONCRETE AT STORM RE=923 17 `. CL3 O 0.50X RE=914.00 1 \ - - _ /// IE=808.00 - 7 i1 t0 CL3 O 0.32X o - - - / \ ; IE(N)=910,58 8' IN) 'I Ic 111 CB -23 IE(N)-908.74 (24' IN) \ o L- - t PIPE OUTLET (IYP.) FES % fE(E)=970.58 (18' OUT) 1 1 .48' Olit CONCRETE . IE(E)=908.74 (24' OUT) °' ` 1 o� F,�m o,- I - I 918.02 . 24' RCP •/ ° 8C N '47 I >, �Mo R-03.17 i/ l I ..... C .. 111 �� 1 rn CB -13 _ _ _ - 157 LF 42' .� IE -908.00 � B m I o IE(N .910.46 (18' IN) j rp / n 84' DIA CONCRETE I -- i Lxx:1 O 0.35X- 22 LF 42' RCP 906 I- - 25 LF l8' RCP 4 )) I a c CL3 O 0.50% p IE(E)-910.06 (24' OUT) / 1 RE -917.21 _ - I _ - - , CL3 O 0.2JX 908 \ C 6 2 o / / L: - - I - (LENGTH a b 6 W E x I 1 \ L IE R)-908.50 (42' IN) r p CL3 O 0.23X 912 i / E o (( BF �1 � i \ / / � I \ \_ IE(Ej=906.50 (42' Ol/h I _ I I I N � m m INCLUDES FES) 188 If 24' RCP / �. R ° �' C3 Q I m m c / i i i 4 � 93 -- --- CONCRETE CONCR - - - - \ ° a a gt "' w m ° ; rRE-911.30 -- 9 \ NCl DES - 8161 n p $ o p c o \. (IENOTN f5i \ - -_ - -. l } \ -�m� ..moi /// .. 1• G CB -12 IE(W =906.05 'IN 14 V '� A -d• - \ \ ` I �_ I 172' DH CONCRETE I IE(E; 808.05 �42' OUh I t 1 I 1 UI FES . 0 � 48' OIA CONCR V t d a RE=810 ( IE(N)=)808.40 U! �t I 1 _ .,. oro o •. 1. O \ � I I 2k3'CONCRELE I3�II 1 I---_.__ -_ I I \ - - � x II r ��y 28.60. 1 �w 2s LF 75 -RCP. 1 I IE(S)?918�81 (12'O L_ _--979.6 91 ----------� L - -- _J L_ -,\ 9 ` I--- ------ 928.43�1� - 13+ 14 0 '1500 (� +00 c = r= 17 01 18+00 1904 -I - r - � r - - - - - -_ - -- - - � � -gyp, i --f -►-� ry- � _ a -►0 ♦ ; 6 � I� -T� I--�-I9\4-�N I, _ v, _ 9` _!i_oo -�►_ ---__= 1=_�= Z \ c I I I14u �^ / ' • - CB -35 4Of LF 15' RCP . _ _ _ 48' DIA CONCRETE - - - - - 07 123X18- O 1.85X RE= F- - - - I 7 r - - -, - ,� 1 4BIXA' CONCRETE \ \ �i _ O 0.50X4 LL 48' DIA CONCRETE I I I I I IE(S)-817.86 (18' IN) I I , RE -915.52 RE -923.11 IE(E)-911.81 F 7 8 (18' OUT) 7 I I IE S)-907.29 (IB' IN) Q 916• ..S IE N 919.48 (12' IN) I I I E9 IE(E -81..28 (15' OI/T)�9�' 2 v A S )- I I I IE(N)-908.89 (24' OUn g 7 ¢ ) I I 928.7 I I 924.1 I I 921.6 I 919.3 ( I I 918.0 I 916.9 \ I 9 76� ZI x I m 1 i F8 I I I I F6 x y o p FB 1 1 \ W I f. 1 FB rn I'. I I I LF908.9 _ _ \ I I-LF91g.7 I I LF910:1_ I I LF918b I LF904.8,' -1 LF910.0 �, I 1 V LL `.816.8 928.8 \ I I mea 4p0 y g3 - ) I I \ \ --- ---- 1 ---- NUN - - I I \ I I --920 .918 '�'� 976 �•� I -\ 2•� I 938 834 .928 1 I 926\ - ------ -822 . �9\6 - - - o 1 91O I J '9g� - I �- t - ----- --- -- -- -- - - - L----- - -----_ -J R L-- _- - _ - - - - ----- - - -939.58 --B 1939.27 T Ln co Ln vD - Gr,i t q p /� - o � � ff' r 111-I :t F• 1 LL '.. 2 "' 41 Fr rr I� J Ai�,{ ,7 \ W � ;r INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT _ - I C2.1=C2.7 GRADING AND DRAINAGE PLANS I C3.I _C3.7 SANITARY AND WATER UTILITY PLANS C) t, i C4.1 -C4.7 STORM SEWER UTILITY PLANS C4. ✓ C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Storm Sewer li C7.1 -C7.3 DETAILS � I Utility Plan GENERAL UTILITY NOTES 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY EXCAVATION. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACIU11ES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WALL COORDINATE WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WALL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. B. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING SHUT DOWN. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: A. NITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 17« BELOW THE UPPER 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE CONSISTENTLY HIGH OR LOW. 8. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. our)YCRETE CABLE , �4.- JOB LF 24' A 0 0.5OX ° v -03 49 / I 0.23X \ \ NS FEST- -\ - 49, a; 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND OWNER SHALL NOT 13E RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN CASTINGS IN CURB SHALL BE. SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT SUMPED ELEVATIONS. 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES. R-3067 FOR CATCH BASINS, AND R-4342 FOR YARD INLET (OR EQUIVALENT). 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. 20, ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. SURVEY DATA PAGE LAYOUT: SURVEY PROVIDED MEYER ROHLOIN RMATION LAND SERVICES BY. C4, 1 C4.2 708 1st AVENUE NE BUFFALO, MN 55313 DATED: FEBRUARY 12, 2019 C4.3 C4.4 BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): C4.5 C4.6 TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT N OF 75TH ST., ELEV=928.00 0 50 100 150 RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 3B, ELEV=948.06 C4.7 GRAPHIC SCALE IN FEET PROJECT LOCATION LEGEND: PART OF SEJ OF SECTION 28, TOWNSHIP 121, RANGE 23, - EXISTING CONTOURS AND PART OF SWJ OF SECTION 27, TOWNSHIP 121, RANGE 23, r7 EXISTING STORM SEWER WRIGHT COUNTY, MINNESOTA. EXISTING SANITARY SEWER LEGAL DESCRIPTIONEXISTING I SEE SURVEY. 908 PROPOSED CONTOURS N PROPOSED STORM SEWER ► PROPOSED SANITARY SEWER PROPOSED WATERMAIN I 1 I ( I• I \ v / MATCH LINE Sheets C4.4 / C4.6 \ \ L' %.� - \ I ) \ \ \` •� X'J?.0 v vv� �. `�� / - \ ♦ \ / '/ xp / � 48' DIA CONCRETE , / \ I \ 15J \ ♦.♦ / �ryi 1J RE -914.28\\ 4\ \\ \ - / IE(SE)=905.90 (24' IN)J\ CB -31 •\\ i / / i / / IE(NW)-905.90 (24' OUT) / m f7DA CONCRETE y •, /' / R \ \ �\ p°a•'�� \ w = M-911.42 I 1.40 124' IN) J�IE(r )6.40 i7f1 .JO% LF 24RRC ♦ \\ i/ /� 9\6 \ R. \ \ \, �.� .oa 1� Y\ S fkpO r CB J2\ / \ \ \ li' ' 223 IF 24' RCP 9\i - 72• INA CONCRETE ,� \ / /' / m w o• O 0.50X 911.44 U) - U) �' \ IE(S)=906.47 (12' IN) \ IEE)- 906.47 (24' IN) \ I ? \ \ IE�N)-906.47 (24' OUCf T) \ O 0.60X \ \ ♦� / \ \ \ \ O DIA CONC 1 I \ \ ♦♦// \ \ / c 89 (2(18 FB eA - \ 192 LF' 15' ` \ \ CO -78 NOPE O 0.5OX 60' Dl4 CONCRETE \ 918.9 \ \ �9�181 \ \ \ / RE=911.19 \ 1 \ \ _ \ / IE(E)=805.J9 (15• IN) FB \ \ _ \ - - \ ` 'E(S)=805.19 (18' IN) LF008.9 \ \ - " \ \ \ IE(N)-904.79 (24' OUT) \ 9\A \ \ \\ \ 50 LF 18' \ \ \ \ \ \ � O 0.50--� I -- - --.t�- CB -82 27' DIA CONCRETE CB -33 RE=909.95 27' DIA CONCRETE - _ - - IE(E)=907.45 (15' OUT) RE -909.95 _ IE(N)-907.43 (12' OUT) - - - 126 LF 12- HDPE - - O 1.28X�-•.... ♦� .. m N• N rel I >t r I I _ I I I I m y� - - - - ( V \ � 0 A 1 \ C8 -BO 1 2k3' CONCRETE . T RE -911 19 j IE(W)-907.19 (15' OUT) ( 25 LF 15' RCP I 1 I I • tI t � II m I I m MATCH LINE Sheets C4.6 / C4.7 lal ' 8j8' 923.27 T INDEX OF CIVIL SITE DRAWINGS: CLIENT., VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRYHANSEN (783) 235.1610 h10 -6 W ;ono rrAA �a [y d -4 2 � w �X10 p�pQ B �pi fig' V Q Imm O�> 111 (L lei S 20 � ocO Z>Lu 3 Lu co C6 STORM WATER POLLUTION PREY. PLAN W Za o - Q 1- Utility Plan = ui W lI V gp d1 W It rgg� COPROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN h10 -6 C1.1 -C1.7 PRELIMINARY PLAT ;ono e [y d -4 �X10 p�pQ B �pi fig' V Q Imm O�> ycQ `E n lei S rnU W Ia °cT g0 C5.1-05.2 STREET PROFILE PLANS IM C6 STORM WATER POLLUTION PREY. PLAN Storm Sewer - m Utility Plan ami a o Wd B pi lI V gp W N C c S UU} O t qU J v 3a 3 v�ioQ J eZZq N CO O m zz � O 3 O O 0 U FILE NO. 00715 COPROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PIANS �`Q i/ C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /`/i!-_ C4.1 -C4.7 STORM SEWER UTILITY PLANS . C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Storm Sewer - - C7.1 -C7.3 DETAILS Utility Plan 1 GENERAL UTILITY NOTES SURVEY DATA PAGE LAYOUT: CLIENT: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS FOR 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO SURVEY INFORMATION PROVIDED BY: VHF INVESTMENTS, THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING MEYER ROHLIN LAND SERVICES C4.1 C4.2 LLC THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. AGENCY AT THE CONTRACTOR'S EXPENSE. 708 1st AVENUE NE 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON THIS PROJECT. 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH BUFFALO, MN 55313 3. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO ANY MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR DATED: FEBRUARY 12, 2019 C4.3 C4.4 1459543rd AVENUE N. EXCAVATION. CONSTRUCTION ADJACENT TO TRAVEL WAYS. PLYMOUTH, IAN 55446 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES BENCHMARKS PROVIDED BY OTSEGO CITY WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER ( HENRY HANSEN OF ANY CONFLICTS. LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER, HAKANSON ANDERSON, INC. NGVD 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 29 DATUM): C4.5 C4.6 (763) 238-1610 FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES ARE ESTIMATED. SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS TNH, FAST SIDE OF ODELL LANE, IST HYDRANT 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFUCTS BETWEEN OBTAINED BY THE OWNER AND FOR PS USE OBTAINED CON BY THE GENERAL CONTRACTOR. N of 75TH ST., ELEV=928.00 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM 0 50 100 750 F - EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. RR SPIKE IN PP, NW QUADRANT OF OGREN L Q THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING AVENUE AND Co RD 38, ELEV=948.06 C4,7 ' W 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN UTILITY. GRAPHIC SCALE IN FEET > Z 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT 0 Q THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY SUMPED ELEVATIONS. PROJECT LOCATION(q ([ THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND LEGEND: a (L HILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET (OR EQUIVALENT). ,- PART OF SE3 OF SECTION 28, TOWNSHIP 121, } 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH F- «N SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. RANGE 23, = f. B. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH EXISTING CONTOURS �R W � J 9. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS PRIOR WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. AND PART OF SWI OF SECTION 27, TOWNSHIP V TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. 121, RANGE 23, -- PF EXISTING STORM SEWER 0 SHUT DOWN. WRIGHT COUNTY, MINNESOTA. LLI IL C 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR - EXISTING SANITARY SEWER 2 0 THE SUBDIVISION OF THE LAND. LEGAL DESCRIPTION - EXISTING WATERMAIN W W 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL Z � O CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: SEE SURVEY. 908 PROPOSED CONTOURS W W p W A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE rr^^ O 0 (A APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY vJ III - PROPOSED STORM SEWER ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND Z Q 0 NOT EXCEEDING THIS COMPACTION BY MORE THAN i%. BELOW THE UPPER 3', COMPACTION ► PROPOSED SANITARY SEWERIx Q F- 0 SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE VATHIN 3% OF THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE PROPOSED WATERMAIN 2 W � CONSISTENTLY HIGH OR LOW. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. 9 M 27.0 coNCRE1E I I I �- 95? a I I o Pi - O !° E � I � � W;e�� 34 88.57 UT I I ; !c o z w I ° win 6 -py)e - 2 7f II � ,{9 Z9�J1.1 IIIII I l 99/5.2 Lp6lIIIII r I .II Ob6 I II �-\L,Z9Fb4F9699B.62 . 2 III I1II CF9_4939- .67 -- -- o-maJ -.- - - ss° O m$ 8o-a' IIw�a ji 06 E� R---- - ---- a 62 IF s' RP Nlil3�1 4906O3 MLWI0 0.50% I 918.9 9 M'W I 93OLFBO 3II MLWO I I I 433 I I 9 I I I 916 FBMLwO MIL CO -88 • RE -938.70 z E=938.70Z 0 M IE(SW)=934.7(ib' OU ) 51 LF 15'-IIL - -fiJ 4o 15' RCP (15 OUF) lL - JI 1 -9--40�II =rI JII --L' - ----- ---- - -_-- Q /�T^II IL . 1-IIi_ e - 1rI-,,\. '•`�t- a,-- _ �-o�/'//-r L' , .\ y . 3\•3/ 1 rrf' '- l i + 0+00 32+0 25+ 3 , 91 + vi is� 48' 8DA48 014 CONCRETE - R277 LF 15RCP E9.CNCRETE n 5.IE9.49 .IIEE((NE934.47(ib'IN) IE(N)=932.84 )- ' OUE)N=1881.842.6(1our) (15 o 34.47E(Io (15 1 4 +pq -1 45.3 CONCRETE 844.0 F7 927.5 I 44.7 FBLO LFB22.1LF919.6 II LF992.6'-f 905.84 (12' MLWO FS 937D11 9406 9680 L 7 90.6LFIE IE(N)=905.44 (18 'I O2oe4zqZ�>gZi 0ggU��a- 44 I\ --- - -- ---- -- 1 Oki CID In I N 77 i 1 h INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 COPROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN \ C2.1 -C2.7 GR IINGARY ANDP LAT DDRAINAGE PLANS II \! C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C4.7 C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Storm Sewer ff, o C7.1 -C7.3 DETAILS Utility Plan OHLAND AVENUE 952 960 HIGH POINT ELEV = 931.26 958 HIGH POINT STA = 2+11.70 s5s PVI STA = 2+00.00 -'_ _ I_ �'� HORIZ: 1"=100' PVI ELEV = 931.60 954 A.D.-2.917. I-� _ 4 , - -VERT. -1 =10' 952 , - 950 K - 34.32 HIGH POINT ELEV = 921.5¢ 948 100' VC - -I- - J - - HIGH POINT STA = 11+OD.00 _ 946 - I - { PVI STA = 11+50.00 I I, LOW POINT ELEV = 911.72 0 0o a o0 1 PVI ELEV = 921.OD LOW POINT STA = 22+43.18 944 n . A.D. = -2.3B% - LOW POINT ELEV = 91 00 LOW POINT STA = 14+96.39 PVI STA = 23+25.00 942 + m + _j- - I_ - _ K = 41.94 HIGH POINT ELEV = 913.54 PVI ELEV = 911.26 940 N - - -- J PVI STA = 14+50.00 _ - 938 ed •• r, �. _. _ - I PROPOSED - I =- PVI ELEV V 4.327.50 HIGH POINT STA = 18+50.25 -- -- -. A.D. = 5.507. - - - - - - y U m I 100' VC _ PVI STA = 18+37.99 K - 36.36 936 - > o PVI ELEV = 913.70 934 _ - - �l- Ne _ - cw + o-- A.D. -1.327. 1 o 200' vc N m L� I m °1 �i K '= 34.68 -_ - 932 930 � .1.807. ', K - 75.49 926 - -Y a - N N 926 ! _ _._ _. _ 1 - _. L12%_ --_- -l�c�i �� INo _ o No100' VC m II- TIN mN 150' VC��oo- m 924 I ; olsnNcWM m �+ ^mom w� WPI 922 920 GRouND - v w N�� IIt918 _ - � IIELEVAtION Im >- 916 - - - - -T _ _ _ 5 ��\ mw914 -- ----'i- -- - - - - j - :. 4 T��'' 0.827. - . - - 0%_ > w> 912 - � f _. 908 L 906 904 soo I - - -- ;-- - - - 898 896 qj4_F - - - 892 1- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00: OHLAND AVENUE 964 962 960 958 956 954 952 950 948 946 944 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 902 900 898 896 894 892 127+0028+0029+0030+0031 +0032+0033+0034+0035+-'ffG- 50 74TH STREET 960 LOW POINT ELEV = 92%.73 HIGH POINT ELEV 930.74 960 958 - LOW POINT Sl`A = 2+52.63 - HIGH POINT STA k 6+40.92 _ _ _ -_ LOW POINT ELEV = .925.16 HIGH POINT ELEV =. 926.16 958 956 PVI STA 2+50.06 PVI STA = 6450.00 __ LOW PONT STA 11+46.64 HIGHIPOINT STA = 13+63.76 ��- 954 - - PVI ELEV = 927.50 _ PVI ELEV.= ,1931.00 - PVI IISTA = 11;+25.00 ! PVI STA =, 14+25.00 HORIZ: 1"=10b' 956 A.D, =I 1.85% I__ _ A.D. _ -2,149 _ PVI ELEV = P25.00 PVI ELEV 1= 926.50 ii_ Ir 954 952 K = 54.13 K 46.7 - - D. = 1.76R AD - I-5;45% - VERT: 1 -10 952 950 _ i -- -- I PK - 58.2 '� K = 27.52 950 948 10011 VC -1 100'. VC 948 946 944 w w oNw toocn ciG 1501 VC 946 944o 942 0 942^o o 940 nm0 o �0 940 8 + o 93 n u) N 0 93 6 v+ > 63 93 936 934 932932 934 m930 .97 0 930 928 -1.26%, TERLI0.50% � 926 - 2 924 92 6 922 I _924 920 _ 922 918 - PROPOSED 0 1STREET gg NE96 - EXISTING ELEVATION 916 914 - -r GROUND 914 912 ELEVATION - - - _ _ 0°�^ _ - 906 II i I- -- 908 I 910 908 906 j I 1 -I 906 904-- 902- 04 904 - 902 900 I 898 I 900 896 - - -- 1 -I - - - --I I -- _ ___898 892 -- -1- - - - - 896 894 - -- - I- - - - j - - I- - - - _ 892 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0018+00 GENERAL NOTES: INDEX OF CIVIL SITE DRAWINGS: 1. STATIONING REFERS TO PROPOSED ROAD CENTERLINE, CO PROJECT LOCATION PLAN 2. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" C1.0 IN- a OVERALL LAYOUT AND PHASING PLAN PRIOR TO ANY EXCAVATION (1-800-252-1166.) C1.1 -C1.7 PRELIMINARY PLAT 3. ALL CONSTRUCTION TO COMPLY WITH CITY OF OTSEGO C2.1 -C2.7 GRADING AND DRAINAGE PLANS SPECIFICATIONS. C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR C4.1 -C4.7 STORM SEWER UTILITY PLANS SITE ununEs PRIOR To PAVING C5.1-05.2 111 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN 3 O C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)236-1610 H m 111 7 y u a IN- a a ui 2� a Lu Lu W_ It 0 f w � U a Lu m� °o Lu W ZQ O 111 N m p 3, m °w O 3 O e W U It oca m L li y u a s a V h6 SE�� p zw�mbob� ° ° e f•1 � U I '- a rn N � on N m p 3, m °w O 3 O co y u a s a 2 W a rn J�X � R e � II 0 rn N � on N m p 3, m °w O 3 O y O W U FILE NO. 00715 Profile Plan 968 966 964 962 960 958 956 954 952 950 948 946 944 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 902 OGREN STREET 950 HIGH POINT ELEV = 939.77 14505 43rd AVENUE N. PLYMOUTH, MN 55446 CO 950 948 C1.0 LOW POINT ELEV = 917.71 PRIOR TO ANY EXCAVATION (1-600-252-1166.) 948 946 - d LOW POINT STA = 3+09.81 GRADING AND DRAINAGE PLANS 946 944 1I PVI STA = 2+75.00 -. C4.1 -C4.7 944 942 - 1 PVI ELEV = 917.50 960 942 940 2 3 A.D. = 3.29% ! 958 940 938 K = 30.39 956 938 946 O O 954 946 934 0 954 100' VC 934 932 - --942 o $ N oo-i - 932 930 928 °RIDunD ELEVATION a0 N t N F, + m ry I 930 928 926 3. w - l_ 926 924 '?.2g� w- m l 924 922 928 m i - 922 920 926 924 O% 920 918 PROPOSED 922 920 918 916 CENTER, STREET CENTEEWNE 918 916 914 EiEVAnal 914 IL = 0 914 912 934 912 W 912 910 - -- - --- 910 908 930STREET ELEVATION CEKTERUNE 93D W W 908 906 928 ELEVAn0H 928 y -, 906 904 - OIFE 924 922 - 904 902 -- - - 920 - 902 900 918 HORIZ: 1'f=100' 914 190D 898 - 912 VERT: 1I'=10' 912 2 898 -�,896 894 - 894 892 - I 892 0+00 1+00 2+00 3+00 4+00 5+(EGF50 HORIZ: 1"=100' VERT: 1"=10' ORDELL AVENUE 71st STREET HORIZ: V=100' VERT: 1"=10' 960 HIGH POINT ELEV = 939.77 14505 43rd AVENUE N. PLYMOUTH, MN 55446 CO 960 958 C1.0 OVERALL LAYOUT AND PHASING PLAN PRIOR TO ANY EXCAVATION (1-600-252-1166.) 958 956 - d C2.1 -C2.7 GRADING AND DRAINAGE PLANS 956 954- 1I 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR C4.1 -C4.7 954 952 - 1 STREET PROFILE PLANS 960 952 950 2 3 C7.1 -C7.3 958 950 948 y 956 948 946 O O 954 946 944 0 954 944 942 - --942 < 940 940 938 --- 938 936 o 950 N 936 934 934 932 Exlsnec r GROUND 932 930 / ELEVATI0N 930 928 m 928 926 I 926 924 '3 o.6t% 924 922 99 922 920 PROPOSEDJ 920 918 STREET CENTEEWNE 918 916 ELEVATION 916 914 IL = 0 914 912 934 912 0+00 1+00 2+00 72nd STREET CLIENT. VHF INVESTMENTS, LLC 0+00 1+00 2+00 3+00 968 966 964 962 960 958 956 954 952 950 948 946 944 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 902 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 GENERAL NOTES: HIGH POINT ELEV = 939.77 14505 43rd AVENUE N. PLYMOUTH, MN 55446 CO PROJECT LOCATION PLAN HIGH POINT STA = 1+31.70 C1.0 OVERALL LAYOUT AND PHASING PLAN PRIOR TO ANY EXCAVATION (1-600-252-1166.) C1.1 -C1.7 PVI STA = 1+50.00 HENRY HANSEN C2.1 -C2.7 GRADING AND DRAINAGE PLANS PVI ELEV = 939.94 C3.1 -C3.7 (763) 236-1610 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR C4.1 -C4.7 A.D. = -1.58% SITE UTILITIES PRIOR TO PAVING. C5.1-05.2 STREET PROFILE PLANS 960 K = 63.40 960 WATER POLLUTION PREY. PLAN 2 3 C7.1 -C7.3 958 958 $E ° y 956 too' vc 956 f' L: O O 954 0 0 954 952 < o 952 950 n O o o M ° o 950 N 0 co 948 946 W 948 a Z Q 944 m G m 946 ' 944 = « d 942 0.5D7� I. d-. 99 ttRR Z = m 940 938 r 0% 0 �� 936 W J 936 936 IL = 0 C (y 934 934 1 W x a 932 EXISTING GROUND PROPOSED 932 930STREET ELEVATION CEKTERUNE 93D W W Q 928 ELEVAn0H 928 y W 926 926 Z J OIFE 924 922 924 922 Q Q �- W 920 920 = Z 918 914 918 HORIZ: 1'f=100' 914 w 912 VERT: 1I'=10' 912 2 0+00 1+00 2+00 3+00 968 966 964 962 960 958 956 954 952 950 948 946 944 942 940 938 936 934 932 930 928 926 924 922 920 918 916 914 912 910 908 906 904 902 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 GENERAL NOTES: INDEX OF CIVIL SITE DRAWINGS: 1. STATIONING REFERS TO PROPOSED ROAD CENTERLINE. CO PROJECT LOCATION PLAN 2. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" C1.0 OVERALL LAYOUT AND PHASING PLAN PRIOR TO ANY EXCAVATION (1-600-252-1166.) C1.1 -C1.7 PRELIMINARY PLAT 3. ALL CONSTRUCTION TO COMPLY WITH CITY OF OTSEGO C2.1 -C2.7 GRADING AND DRAINAGE PLANS SPECIFICATIONS. C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR C4.1 -C4.7 STORM SEWER UTILITY PLANS SITE UTILITIES PRIOR TO PAVING. C5.1-05.2 STREET PROFILE PLANS W C6STORM WATER POLLUTION PREY. PLAN 2 3 C7.1 -C7.3 DETAILS a b � boa a �u it c od0 nn,E N Ea,� 2 G z°Imm°e ° c n?a�� Jv=lwa..ua Z. F so O b W W c � 2 3 2 Y $E ° y W O O U I k �u it c a N a m e 0 O m W W c FILE NO. 00715 CS.2 Profile Plan N m m O m W W 2 3 2 Y y W O O U FILE NO. 00715 CS.2 Profile Plan I ' VEGETATION GROUND COVER SCHEDULE - AFTER COMPLETION OF INFILTRATION t. slobinz.ewn of oil exposed soft areas must be Initiated immemtery but In no BASIN GRADING, CONTRACTOR SHALL ca a ...o.ted let., mseem en (7) days aft., the con.trucr. activity b that - REMOVE ANY SEDIMENT DEPOSITED IN - portion of the site hos tempa.Hty or permanently ..osed. Seeding and BASIN, RE-STABWZE SLOPES, AND mulching shall conform to the latest NPDES requirements for installation - INSTALL SEDIMENT CONTROL AROUND �'., - schedule with regards to grading. r BASIN. REMOVAL OF ANY SEDIMENT ;p 2. Permanent turf ground eov shall iacbdc all disturbed are., be covered with a �. NECESSARY SHALL BE CONSIDERED r em 6• topsoil and sodden seeded flowed by City, or os propose an ROCK CONSTRUCTION - INCIDENTAL TO THE GRADING CONTRACT, smty opproneed landscape pian for ts he project. if not otherwise specified, turf ENTRANCE I I seed to ba MnDOT mix 25-151 applied at 120 lbs/ac. Infiltration basin seed to be 33-261 applied of 35 lbs/oc with bottom of basin mulched - i • I with clean gran straw (Mn/DOT Type 3) applied at 2 tons/ac. IAnDOT 7 7-77 75th She t a',• _ _,_,_,_,_,� - �L�•�•�• - 1�--� - Type 1 mulch shall be applied at 2 tons/ac and disc anchored I, rens •�'�•�•� • •r• •:• • • •• not Covered by sod or erosion blanket. Seeding and mulching shall r`' conform to the latest NPDES requirements for nstollation schedule with - _-T�.-�R ,-1�. --r__- _-, .\; - LT NC ( B" WOOD FIBER LOGS OR <yards to grading. ` a I FENCE TYP.) T---- , 3. Te poro r grove Wer to be d by seed "nix T 111 shpt be applied at 31 -`~ \ \ WOOD CHIP BERM FOR las/a a equv.tenl as approve by City. MnDOT Type 1 mulch shall be applied 0 150 300 450 al 2 tans/ac and a e anchored In area met covered by sod ar ,msl,n blanket. REDUNDANT SEDIMENT ' 4. Disc ter for Lodi shell be Mn00T Type 322-5-10 am applied T 357 Ib/aa. i\ WOOD FIBER CONTROL WITHIN 50' OF mea renaaer kla by 3 of nal. sPean<.uon relere we h MnDOT 2s74. GRAPHIC SCALE !N FEET 5. Dormant see m;, "hag be led offer Bovember 1 or when tem ti \ \ pee Alas do mot L Jl _ �' _�_J� --jl- _ ( - _ I BLANKET AT INLET G J SURFACE WATER (TYP.) on.. 40• F, eater rater rates •penned abuts. Na eeee a au be ek=ed - e seeded Ica m..greater man 2 t depth. I , . -- an. -� '- '-^» -'- ^--+-_• •a / 6 I.seedt Conireetc that ,'s ext become established wAh vegetalbn aholl be pence. 7. Erasion bknkel shall be 'natall<d In see areas with ground nada« atop,. of LEGEND t INSTALL FILTER LOGS 411 IV a, steeper. ,, .. AROUND INFILTRATION s. After cam and guile" i, backrlkd, soft tolerant sod to be plated in the boulevard �, �, ', �• , for 3 feet behind the curb. BASIN AFTER COMPLETION - OF BASIN GRADING Bch - - Existing Contours _1' n r INFILTRATION BASIN NOTES !� _ I - �[- - .,. �' -I t �• J I J1 - - L i l >F . _ WU i,= I I fy,. - ., .. Existing Storm Sewer 1. 1,7ttrmrea lon ashall be staked .1( dear ....t -flan to ",strict heavy equipment -- - - � j 1 lilt �, i 1, _, U,t Iy �I � : II •_t`f. from eoempactkg native sane. ROCK CONSTRUCTION INFILTRATION z. entteero gpepriaie temporary an -tial ml aevite" o pevnt edimene from _ •- •-•-•-•- Proposedosed Contours BASIN entering the Practice during construction. Gmdmg or the tmtati.n oan mtow Impact tiProposed Storm Se w eraENTRANCE INLET -in it itaNpadbins nee,1Im9aes. m hockoraoIemwa ,f<ersmd aeks ae,mena PROTECTION 4. In the event that sediment is introduceinto the Be.b" or immediately ------------__- Proposed Silt Fence fogowing expennifio,, this. material wig need to be removed from the basin poor ��) /, to Initk,tAg the most step In the conslruclbn process. (TYP.) •�, ,� i� j S. -•_.-._.- _._._ Instal sediment control around eosin after completion of basin great". _._,- - Proposed Fiber Logs 6. Seeding and Installation of erosion control shelf be completed within 48 hours of final roc of eosin. - I` / / ) Pro osed Inlet Protection M • -- SILT FENCE ..1 F^t 1rf, SWPP NARRATIVE This retldential project construction will eormi of elle clearing, ode u il' e o ne P o)ee 9 gracing. t d s. and tit el eonslrucl;on. Construction (skneed for 2019. P Flrsl meter sfit fence and rock construction enhance shell be installed. Then site work pen shall commencee The contractor shall dispose on debris all -bile within 24 hours. Then me site can be railed nand l installed irtbulkingconstructed cumin ala o menta,steed enol grade tolerance, and landscape i al stbi6za6 mulch need renal grade v a ation Is dna est.1,ed, d. site shall be stobifentr vrlth seed aeeo bad. Once vegetation k ,stab%"heel, temporary erosion control measures Shall De removed. POLLUTION PREVENTION NOTES Soria waste: collected sediment, ospholt and concrete milnngb, floating debd., paper, plastic, fabric, construction dehrh and other wastes mush be disposed of props off-site and must comply with MPCA requirements. H ... rdeu, m lariats: ib, ubstance g.sollM, point, and any hazardous ssl be Drapery stored, including secondary containment, to prevent spills, leaks or other discharge. ftslrkted ss to store a must be rovided to event vandoaism. Stores. and die ...I must in compll.- with bet o4PG regulations. Mp External washing of trucks or other construction vehkles i not allowed on site. No engine degreasing 1, nlowe on site. No concrete washouts are allowed on it,. 2ncret truck x11hout is not to be ailowe on ill unless washout waste is contained with discharge to ground surface or site drainage facilities. Containment systems are to be located a minimum 50 feet awoy from drainage facilities and watercourses. Containment system. hall have an impermeable liner Con inmen sys a p la l system shall be clearly marked with stglwge. A% ...aa waste must be collected from adabl, toilet units on fife a licensed w.bie ry P by msis .. a ed to tor,prevent The unite must De aecwed and halt be maintained on a regular Dash as needed to prevent overfilling. DESIGN CALCULATIONS Design calculations, Imiudtg sell type, are on fie with: civil E.gbeerbg Site Design SWPPP Design.: Scott D.hike (Expire, 2022) RESPONSIBLE PARTY Contact Information for the responsible Party far erasion control is: O,a,xr: VHF investments. LLC 1450543rd Ave. HE Plymouth, th, MN 55446 Cmbeckr. On -Site s.br.e 5470 Duo. Avenue NE SL Michael, MN 55376 %[,nage,. Henry Hansen 763-23a-1610 f WOOD FIBER 1 I- BLANKET AT INLET r ,'oRY STORM WATER BASIN II I, EROSION CONTROL NOTES 1. NI devices n to control erosion and s�ment I.E. perimeter silt fence rock necessary osbn ( construction nst-n entrances, swots, ponds. berms, ETETC.)ahshallbe installed prior to any other ansr operations. fir 2. Alter completion of final rade sed cogs s be e m mut hent stab ted whin 7 g g, ,apo permanently b do,,. . erosion shall It sial of oras -anchored seed mulch. 8 mu h. HECP with ober reinforced matrix erosion b kept 1, seed or sod. 3. The site must be kept Ina well drained condition at all,s Umes. The contractor shoal ebe . responsible for temporary ditched, or other mean, nefile,, to en Proper drainage. The bugling pad use be provide with a positive .ul(low. This work shall be Iacldentai to me /exiti, roll the s 4. Enlerg/exiling of the site shoal ce,or only nt rock construction enrollee is educe must of did onto pawed tacrap Sediment tracked onto Meals daring eking hour. moat De rec%cho win street scraping and ....ping t the ee of h working ith 5. Slontity, r dplace a pipe outlet energy with City tit hall . Provided tit dip -rap with size, gthrn�t24 and of pipe inst0.15 honied with City standards. Rip-mP installation stroll be 6. Install sin fence ..and all tempora, � Inactive stockpiles 010ore trot place within existing silt fence or ar other perimeter stn controls. 7. St,bigsalkn of temporary ar permanent drainage ditches that drain water from the construction site meat be iniliolId within 24 hours of connecting the drainage ditch to any .term rooter conveyance system and must be completed using erosion blanket. 6. Sufficient personnel, equipment. and materials shoal be mobilize within 24 hours of written order 0s. email) by the owner r rs ew.... let,, to conduct corrective work and Instal temporary -i- control work in the cane of on emergency. EROSION CONTROL INSTALLATION SCHEDULE i. Sill fence shall be insl.11ed or restored prior to any construction. Silt fence shag be located as shown to intercept runoff. The urea located beyond the per'uneler silt fence shell at be disturbed during construction. 2. Rock Construction Entrance shall be installednor to rad erations. P trading op 3. All storm 1, inlets shall ln- Wet Gutter" I incepts fiction d. Insert man be p e Road rain -Tap Sbb'tar •Rood Drain -Curb h Cutler' Inlet protection devices ,t manufactured by WIMCO (or control equal) and tslalkd Per place c and b "eco ta ndalin g 4. All in. < ., Inti) theioru "hog remain in place and be which time 1 t good condition by the contractor unlit the sale has d s -vegetated, at which time it shall be remove by the contractor. for proposed pave surface area", the contract." mat rem ve n cry sill fencing to c-buct roadway, while maintainug adequate rasion control in adjacent or as. 5. S.M."" tops' shell be stockpited to allow far the replacement of fi• topsoil for disturbed a os to be - gelated. 6. The contractor shall schedule cite grading, uUlity Installation and roodwW construction - m.l the general site can be mulched and re --deed , n after disturbance. Meas that w91 not be subject to construction traffic for 14 days shall be seeded and mulched or sodded with•, 7 days of final grading. EROSION CONTROL MAINTENANCE SCHEDULE 1. En,,,, control measures shall be inspected by the contractor's repee,ent,t,, and maintained by the contractor every Friday and within 24 hours after any romfon vent lege, man 1/2• until the project Is complete. M.interwnc, requIr .... is . as follows: ,ill fence - 1/3 height W fence or damaged, remove sediment and/or repair fence within 24 hours; rock entrance - r fresh as necessary Ifconform to deloii; inlet ppolect',on Inserts - remove sediment after each r in event, clean or replace filter when clogged; ,urrace water - drain .IW stabilize, within 7 days of discovery, and street sweeping - remove a% sediment tracked onto poved surfaces within 24 hours or os direted by City Engine.. 2. Replacement - Fabrb .hall be replaced promptly when it decompose,or becomes Ineffective before the barrier is ro bng< recess ry. 3. My set -M ren n'ng fn place oiler e11 fence is no longe, required shell he dressed to cenrorm with the exuling grade, prepared, and seeded with appropriate seed m , s directed by the engineer. 4. Removal of the sill fence- Silt rents shall bere oved when they have served their _ ...1.1 purpom, but not before the upward sloping are. has been p.maneMly stab%iz.d. INLET i� l PROTECTION ) lilt (TYP.) /, II 777 l l yl I� •i G�l�J Rn. �a �s ti I�l V 1 SILT FENCE (TYP-) - JI l PROJECT LOCATION PLAN e �( T SITE DATA: ooa p CO a AREA OF PROJECT: 92.4 AC - AT FINAL RESTORATION AND .. b ° o a SEEDING, INSTALL MN/DOT • C INSTALL MNDOT CAT 6--- I \ .� 4- CATEGORY 3 EROSION EXISTING TOTAL IMPERVIOUS AREA: 0.6 AC CONTROL BLANKET (TYP.) PERCENT EXISTING IMPERVIOUS AREA: 0.6% i)� I 7J� (0.6 / 92.4) 9 \ p ¢a I I j PROPOSED NEW IMPERVIOUS AREA: 20.5 AC ( (buildings, and pavement) I tPERCENT , 8 " WOOD FIBER NEW IMPERVIOUS AREA: 22.2% 1�- LOGS OR WOOD (20.5 / 92.4) ROCK ENTRANCE 2 CHIP BERM (TYP.) PROPOSED PERVIOUS AREA: 71.9 AC LF PERCENT PERVIOUS AREA: 77.8% I (71.9 / 92.4) EROSION BLANKET CAT. 6 10 ^"'.i •-•'�'�'�-i,---�-r AREA OF DISTURBANCE: 57.3 AC V 1 SILT FENCE (TYP-) - JI l P Proposed Articulated Concrete Black Flow Direction Proposed Erosion CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, h1N 55446 HENRY HANSEN (763)236-1610 N W PROJECT LOCATION PLAN e C1.0 OVERALL LAYOUT AND PHASING PLAN ooa p CO a PRELIMINARY PLAT 1O 7 Z I- (7 w b ° o a IL tl C INSTALL MNDOT CAT 6--- I \ .� 4- = W SILT FENCE EROSION BLANKET TO I-;' ! -J RAIN GARDEN BOTTOM I �-�-� -- ' I- (TYP.) - i . LLl(JNiY ROAD 3�,(7•QjQ,$jE �ejf " W LU L P Proposed Articulated Concrete Black Flow Direction Proposed Erosion CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, h1N 55446 HENRY HANSEN (763)236-1610 N W PROJECT LOCATION PLAN e C1.0 OVERALL LAYOUT AND PHASING PLAN ooa p CO a PRELIMINARY PLAT 1O 7 Z I- (7 w b ° o a IL tl C 121, RANGE 23, = W HANSEN HEIGHTS; 1 MILE RADIUS M FP C5.1-05.2 \ A:s.7 WO 6 107 6. % ,an r.rmwr, 21mn 5 W LU L Q 9 PROJECT p ¢a SITE EROSION CONTROL QUANTITIES: UJ E (t I V) ITEM: QUANTITY NO IMPARED WATERS �,a ROCK ENTRANCE 2 Q WITHIN 1 MILE RADIUS SILT FENCE 5,300 LF uo 0 `1 OF PROJECT SITE LF v E c� EROSION BLANKET CAT. 6 10 Cad G:uds. C<n "ERC. (ta nn %4iM•J IIP M P Proposed Articulated Concrete Black Flow Direction Proposed Erosion CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, h1N 55446 HENRY HANSEN (763)236-1610 N W PROJECT LOCATION PLAN e C1.0 OVERALL LAYOUT AND PHASING PLAN ooa p CO a PRELIMINARY PLAT 1O 7 Z I- (7 w b ° o a IL tl C 121, RANGE 23, = W o , M FP C5.1-05.2 E ��C TOWNSHIP 121, RANGE 23, W LU L Q �> W Z JUJ p ¢a EROSION CONTROL QUANTITIES: UJ E (t V) ITEM: QUANTITY LU �,a ROCK ENTRANCE 2 Q SILT FENCE 5,300 Control Blanket PROJECT LOCATION PLAN e C1.0 OVERALL LAYOUT AND PHASING PLAN ooa p PROJECT LOCATION PRELIMINARY PLAT :Ls a a C2.1 -C2.7 GRADING AND DRAINAGE PLANS /�� PART OF SEJ OF SECTION 28, TOWNSHIP SANITARY AND WATER UTILITY PLANS 121, RANGE 23, C4.1 -C4.7 o , AND PART OF SWJ OF SECTION 27, C5.1-05.2 E ��C TOWNSHIP 121, RANGE 23, C6 atoll WRIGHT COUNTY, MINNESOTA. C7.1 -C7.3 DETAILS Prevention Plan EROSION CONTROL QUANTITIES: E (t V) ITEM: QUANTITY �,a ROCK ENTRANCE 2 EA SILT FENCE 5,300 LF uo 0 WOOD FIBER LOG 3,700 EROSION BLANKET CAT. 3 17,500 LF v E c� EROSION BLANKET CAT. 6 10 SY SY C ; $ INLET PROTECTION 100 EA F� Nm W K as Z i K a Os O Cht 04 N O INDEX OF CIVIL SITE DRAWINGS: I FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS /�� C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /v C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Storm Water Pollution C7.1 -C7.3 DETAILS Prevention Plan N �I o I ;iaztl iotnTliD o= I �OPOSt�U4ND.N0 iN'Iacsz 7 ms imae'� mw. ( lr r da m Il' ER IT .IDIE� 5 0 ......... AAAA lA SWLI Nr[OI(R S[M[5 PIAC1. MIA THE .,IS WATER 1-0W �SWE _� AAavi c si � As AV NW BMAttM < FO 11'HIT. 2X_ITM COPE TWL � TYPICAL RESILIENT 111 Ov4 E[ RECVDI pCN - l A0 1 DIIN( n O Stti�viq ( ) - O NIm1f0-V.94FM1 0 n Ong N O). Zi' wDix RAR I w. z 1A•[Rs OF IN 10" k UNDER WATERMAIN saw OR STANDARD PUTS NO. 205 t[ rN-1 k -' [ t1A AACY. IN v1- 08 ROTES: Lij O •SURI[<T ,0 fNM' EY UR.DD SOLS T-11 •uN. W -LE-.-A Mt. -A •(W TON -DON SPILL T E S CAADT . C •• pSt- ISTNL, A D(P C •O[ fi • C euLalN caTHA1 a . '' DCVII h9IE5: t N-- .1 Trf N-11LL5 .MNG. 11 -1. xI S. -"'I'D ??w SXau A C.", -..,W 3,8 ET, J,ETI. 1 MIN." e�Hvf. YND T. IT IN D[3)Dv UR Or NG ![ IAE1 [v4 N [n ,R-UENa (MF) EI'LL HYDRANT AND VALVE LOCAL R[SIDEN7IAL L nX URBAN STflEET SECTION - 9 TON FD acALL • STANDARD tSe l 11NO. �I o I ;iaztl iotnTliD o= I �OPOSt�U4ND.N0 iN'Iacsz 7 ms imae'� mw. ( lr r I I / ILtFe.tix I STANDAR200UTE NO. G�va[lCD �I S E<t VIALS S•NtIFt 5En[R � YO:IOE cDNCF[iE E.Oc .IDIE� - SCUD C TTE R •� uN 6'iv L SWLI Nr[OI(R S[M[5 PIAC1. MIA THE .,IS WATER 1-0W A UD [Ov65fM (Stt SID 0411 EO)) DETAIL I I / ILtFe.tix I STANDAR200UTE NO. ate- c•� P' 1u ,) r'. u• T au Aw OR Sir A- NAH UI II u SECno,1 - u N si•m, Nr,T rut c[ NO u Ox ros, w E• ...'A .:o 'Ni 'ai�ilc A eaici5i'iI'-.A Nlxo:iM.mio: T - tt1µ. ", °N1Avyi NDt�, F°LlRLOaWcls uta 0 T SADN[tR P RONl I ' OR fLLleµy LT NO• i�FaEdtO. 6p •T TPII M -.11 L to A x[s RYLLO-v[n5. 5 0 480¢5 V LL K FJLED (JL -M -XS. URBAN MAIL BOX LOCATION No E- �•• (� OlSO71Y1 STANDARD06UTE N0. XT<9ANr -I,OR AOS DULLY YRAFPEl BfA043S) 5 " UGp FFD/tlWIE ARN T,..- -T, OCE, IT- S TRO uCUNI /]-I Ill' NONE (-c ION 1/1' EA LCTLLfCF,ON zEIDT HAND,O.E rn `1.11 .D ALI A. M Oe It <Xllr'a! oD N4 € Ltxtt[IND uDc x,E� A ]/A [ 5 n& /AND tN NOCiICA� _ scll= EE -1. R - LL ` ONCv D E - A1. IT. rHEttiS vll. S`Ini[ ! � s PACER TRAFFIC FLANGE HYDRANT (OR YOT I, Ay AGs 0{'SQ,?0 STANDARD PLATE 110. TEMPORARY-.QLILkE-SAE URBANO .FETICH It 4aj / �J.Se<N,O STANOARD08 LATE NO. G�va[lCD �I S E<t VIALS inD4avi0ritiiTO, r..D OVERALL LAYOUT AND PHASING PLAN o - SCUD C TTE R •� uN 6'iv L AAAA N'Ituu', ®a uwartu [u ate- c•� P' 1u ,) r'. u• T au Aw OR Sir A- NAH UI II u SECno,1 - u N si•m, Nr,T rut c[ NO u Ox ros, w E• ...'A .:o 'Ni 'ai�ilc A eaici5i'iI'-.A Nlxo:iM.mio: T - tt1µ. ", °N1Avyi NDt�, F°LlRLOaWcls uta 0 T SADN[tR P RONl I ' OR fLLleµy LT NO• i�FaEdtO. 6p •T TPII M -.11 L to A x[s RYLLO-v[n5. 5 0 480¢5 V LL K FJLED (JL -M -XS. URBAN MAIL BOX LOCATION No E- �•• (� OlSO71Y1 STANDARD06UTE N0. XT<9ANr -I,OR AOS DULLY YRAFPEl BfA043S) 5 " UGp FFD/tlWIE ARN T,..- -T, OCE, IT- S TRO uCUNI /]-I Ill' NONE (-c ION 1/1' EA LCTLLfCF,ON zEIDT HAND,O.E rn `1.11 .D ALI A. M Oe It <Xllr'a! oD N4 € Ltxtt[IND uDc x,E� A ]/A [ 5 n& /AND tN NOCiICA� _ scll= EE -1. R - LL ` ONCv D E - A1. IT. rHEttiS vll. S`Ini[ ! � s PACER TRAFFIC FLANGE HYDRANT (OR YOT I, Ay AGs 0{'SQ,?0 STANDARD PLATE 110. TEMPORARY-.QLILkE-SAE URBANO .FETICH It 4aj / �J.Se<N,O STANOARD08 LATE NO. w . eI• x T•<ARA --[�y�'� RRLYCYJAY SC[igN AURAL. DRIYCWAY _SECTION a0tau iaA49 - IN. vL r "`- TYPICAL DRIVEWAY SECTIONS -,- OLS.�<Fyl� STANDARD PLATE N0. I• �0 09 G�va[lCD �I S E<t VIALS inD4avi0ritiiTO, r..D OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 - SCUD C TTE R •� uN 6'iv L LIVE N0a t N'Ituu', ®a uwartu [u _� AAavi c si � As AV NW BMAttM < FO It COPE TWL � TYPICAL RESILIENT J' -O• FIuroI'.T. // .I TON " _i I 1 VITT'--I,%iraI Y.rT O..A I w. z 1A•[Rs OF IN 10" k UNDER WATERMAIN saw 2 STANDARD PUTS NO. 205 t[ rN-1 k -' [ t1A AACY. IN v1- 08 ROTES: Lij O YNRIRt 3aLR X1iHiK14 IIS�GOTHE "O IINOE]L"DO p aCv 1. E.. fi }4a� -1. xI S. -"'I'D ??w SXau A C.", -..,W 3,8 ET, J,ETI. ' HYDRANT AND VALVE INSTALLATION L nX OISe STANDARD PLATE No. ISE l 204 w . eI• x T•<ARA --[�y�'� RRLYCYJAY SC[igN AURAL. DRIYCWAY _SECTION a0tau iaA49 - IN. vL r "`- TYPICAL DRIVEWAY SECTIONS -,- OLS.�<Fyl� STANDARD PLATE N0. I• �0 09 EL�(eNu�A' PLAN ,A• SECTION SECTION 'A uJlC ., O d4• pAY - [a J NOT LLSS� IWN a' � SECTION 'M' \ l ON, LD PIAN ,M' �illn.iN`[ e'P o� (S t eO1 STANDAR%2P-E N0. -ID SERIES A LID COYER FINISHED GRADE (BITUMINOUS) \. cuss s CURB STOP COVER FOR DRIVEWAY INSTALLATION is O{.se' STANDARD PLATE NO. G�va[lCD �I S E<t VIALS D 4 A- -E �BI 1.-1 N°u is" mriD �wmi' CCVXCw OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 - SCUD C TTE R •� uN 6'iv L f 3 L41ES:'fXeS ENLL THE FIND - .-is RE N NED ANN Lx,tRLON S,CNS. 10 TO BE [' 11 A.L�I-T. t SANITARY AND WATER UTILITY PLANS COPE TWL � TYPICAL RESILIENT ]If Si•rILLSS WEDGE C5.1-05.2 VALVE do BOX INSTALLATION Ly l 10" k UNDER WATERMAIN Wa Ioul ESQ' 1• STANDARD PUTS NO. 205 EL�(eNu�A' PLAN ,A• SECTION SECTION 'A uJlC ., O d4• pAY - [a J NOT LLSS� IWN a' � SECTION 'M' \ l ON, LD PIAN ,M' �illn.iN`[ e'P o� (S t eO1 STANDAR%2P-E N0. -ID SERIES A LID COYER FINISHED GRADE (BITUMINOUS) \. cuss s CURB STOP COVER FOR DRIVEWAY INSTALLATION is O{.se' STANDARD PLATE NO. YIPAl1 til. YLIN. AI AFRI CN(Im.fa RTND), AAD 11 APID iI.S•1 PROJECT LOCATION PLAN F' tlEi [ Y! IS C.R. OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 A' A r o]s c cA C2.1 -C2.7 GRADING AND DRAINAGE PLANS _ -I- ,o• o.0 ore. aal 1.- u• n -1. - - SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 IJ' ass CUTd. IOdt CUYL .'c, C5.1-05.2 STREET PROFILE PLANS C." I.JS <uTd. u�ct STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 14' I.Ja CuvN J.]f LuYO 1.63 [�Yd. Wa Ioul I. c- N1,IA45 IN(MLp W 1- 11 .1. ,I° - M W -b.10 PULP MOR ID v1O SN•l MIAT1 I<ro°iVRH0 4 l NAIL u[N T T S 0 I. AIA NccnL 111. NN/.' . mAMS R iC FODM II OR 0111..n1. I ISFNATK nv[ A-- WATERMAIN CONCRETE BLOCKING OUANITIES STANDARDOZ LATE NO: `S OLSe" � o 9 � Lij O � Q }4a� e � 111 . IN -PAS W W �3 yl O D U to R a IO NO uU[ MC 551 6 D Or N ,� y+�u"`�'� Y-1 It't v[%1�t4 [P[NWF - / PA4[N.[Ep MRi I.5' CE. ) 'RAtP RDCN' DR c" SA, Soca i ---�-- s APuO.Np c[nwI Froxo sr ixr cm cNCF¢m. ROA 1p' TO a0'� C xa [M1x ]u� V STAKES PLACD BEHIND SOCK TO PROYEDE ADORIDIIAL 1 II 0' nJ[A ¢aN SXut P[ FIaC[p InU S,AFU➢ / 6' VNw'Jv - AN !'•.Or LL P1fU �AeONp YO.000 2'k i� AW S1ULL0. SUPPORT AS NEEOCD (OD NOT PENETRATE SILT SOCK FABRICNAIER) VL IPeON AU... TO Y+ _/DOT TMCdKAM ES]S.TC1 11 Ma•COf S. [D:[5 ( AIIElf Ip q1l[ M[ SPALL K """ 6' NK 4AMLA W aLL - [ ttM[m. P�P1gN5. F • C . t -E wA3Mtl A0.'A SMt9 p T'LLVT N lnL.t�F¢ `. I put VAS. SLOPE A.IT I4Mi, usn[AM a00o cN0[DRAOMLL S, 1 CA S,AnlS 1. (p .\ OF LS% - T O[ v.w1 JJeA S HI1 YJEO IN Mtt Or vttA RIR[ T,ML[5. P' xYONo warz N'mH S - - AK ACC[I,IB.F FPODUCR tpF u5[t TO 'AAT NEM AVMv[r. M ROI. Sro[s. T - _• 'REIGII ` ROCK CONSTRUCTION ENTRANCE ! V: U<[�rN.T[ON wTMoaPw,cttrasv.0 u pAtcilMS. = 4 Sjl-_FENCE fY- WOOD FIBER BLANKET 1N TALUTION ON A CUT SLOPE AD SCAE sP[c.:PRS € Fa VAMN S1KTD: ;' (b vnvCDS V•Y At US[D IA Fuc[ cmID. RsR BRCANS IN 51T SOCK SHALL BE LOCATED A MINIVUV Of 10 fEF7 FR°V ANY SHARP BOND CHANGE IN BOCK DIRECTION. @ II�L IF. o -1 s�,1 `ON R- PI cfvartp I R f AP ED ry sacr.-s suuL BE oVCaLMPED A ulHNuu of z4' wlrH THE UPSLOPE SDC IHfRONT. N [ s s DROP INLET PROTECTION - IS SED:vENT AcC.VULA.TIEN of 1/= THE -1 HEIGHT uusr BE I;. Ar L+ AO SUE[ }` � a aEY0YC0. SIL1pS�OCK E J. STANDARD PLAT[ N0. I SQ 501, [1 p p STANDARD PUTS N0. r 502` � � /t STANDARD. PLATE N0, 4i �S m 505 xf d {-ppa�ll STANDARD PLATE N0. ] 507 r ,{ J.�• STANDARD PLATE NO. i` 508 YIPAl1 til. YLIN. AI AFRI CN(Im.fa RTND), AAD 11 APID iI.S•1 PROJECT LOCATION PLAN F' tlEi [ Y! IS C.R. OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 A' A r o]s c cA C2.1 -C2.7 GRADING AND DRAINAGE PLANS _ -I- ,o• o.0 ore. aal 1.- u• n -1. - - SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 IJ' ass CUTd. IOdt CUYL .'c, C5.1-05.2 STREET PROFILE PLANS C." I.JS <uTd. u�ct STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 14' I.Ja CuvN J.]f LuYO 1.63 [�Yd. Wa Ioul I. c- N1,IA45 IN(MLp W 1- 11 .1. ,I° - M W -b.10 PULP MOR ID v1O SN•l MIAT1 I<ro°iVRH0 4 l NAIL u[N T T S 0 I. AIA NccnL 111. NN/.' . mAMS R iC FODM II OR 0111..n1. I ISFNATK nv[ A-- WATERMAIN CONCRETE BLOCKING OUANITIES STANDARDOZ LATE NO: `S OLSe" FOUR [ovcrli AA ,O INCIORt'ttvRD ] CMC ,E -Q f ._ �Q, .// TRONTA- n ii4 a B ✓ _/ E[LBACN[ht[D +FnDMaL rmCN [ rs DHtE• ��rl D. PL 1100 ! JI 16. i L= PLOCA -ULI IS AT TOP AIR, T -SO. EEE . D TM TON M.NX L J,1. IM IWn. DSRt TTr AT. 4[O,UI MHC A A-1 - Oc•�tI1t CONN[(t OWNTET[ - Yt� FM _ alt•[ �I tt0t[xTBC rUF�KRTINRPtR Vv/00i SP[C.OJ... USE ].O�R [ Orte 0'D A 2 AN.v w_ I] ro ccnR a T[ -RE A'. Uxa.N n' alitA NA• IAD urtrO L� n TAR R, I- RAN ¢ UstD.�wSLTlAmneini UnO�o ni irn'iA 4 HCA IIUNR[AS TP[C. AM CA ItEV ARTICULATED CONCRETE BLOCK AT R.C.P. OUTLET STANDARD PLATE IN). Soo INDEX OF CIVIL SITE DRAWINGS: CID PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 56446 HENRY HANSEN (763) 238.1610 U $o �g A < N � IN oY W Sae d LTi ti 2 W MOi Dm�tl u Ip° it '� p t n u La r Z 4 IT W C Wa Ioul c C i � o 9 � Lij O � Q O e � 111 W W �3 yl O O c Y° $o �g A < N � IN oY W Sae d LTi ti 2 W MOi Dm�tl u Ip° it '� p t n u li Quo WImmDID, �y�Wg0m; IT O V�)Ni o i °g o 9 � $p�O ° ED Q e S a FILE NO. 00715 C7.1 Detoils u yl N m GO 9 � � ED e S a W �3 yl O O U to R a � 0 FILE NO. 00715 C7.1 Detoils N m GO ED O O U FILE NO. 00715 C7.1 Detoils =1111=1 "ZI w N II Yi0 Aviv„ vrt Na am rn SANITARY SEWER STANDARD MANHOLE STANDARDDPLATE NO. o MANHOLE AIUVUMENI RINGS STANDARD PLANE NO. 309 . 12 PLAN VIEW OF RAMP PEDETR At -C-Lifl-R-RARP Qt�eko I STANDARD PLATE NO- IYPILAl,_WATER TIGHT SEALS STANDARD PLATE 110. .1 0 INTERNAL,C Uj�NEY SEA STANDARD PLATE No. 3D. SURMOUNTABLE CONCRETE STANDARD PTE NO. ot I j 11 M 11 ------ 1HAU-0—SANITARY MAI SERVIC�.q"ECTION 0 STANDARD PLATE 110. ot 3o2 utl Sk Z 11 1- 1- E .11. EXTERNAL CHIMNEY SEAL STAN -RD PLATE NO. 310 KIM Ii I -D 1111 1 N A. CURB TRANSITION (0619) At CATCH BASIN STANDARD D5 PLATE 7 PLAY DEEP SANITARY MAIN SERVICE COYNECTION num` J eko I STANDAR.D PLATE NO. '.3 F MNT If -1-I -E T- I' l-, -1.-All T. T WE$ I-- 1-T 04 _M A N H O -L E LN T_ _U_ A I, STANDARD,P LATE NO. 3 4 toltl sleN filgElff A a-" SANIeLSEWER ' PIPEYI1TESERVIGES STANDARD PLATE NO.. 30 4 2 ".;'! .'RUF'Sj STANDARD VANAOLE rROE AND CASTnm ING WATCPPROOf FRKYE AND CASIINQ few L. SANITARY MANHOLE FRAME STANDARD P�LATENG. 1 AND CASTING INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, PAN 55446 HENRY HANSEN (763) 238-1610 O r M oo � 6 lci tic ".F o IO i•- a C) cl co En FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details 2 ".;'! .'RUF'Sj STANDARD VANAOLE rROE AND CASTnm ING WATCPPROOf FRKYE AND CASIINQ few L. SANITARY MANHOLE FRAME STANDARD P�LATENG. 1 AND CASTING INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, PAN 55446 HENRY HANSEN (763) 238-1610 O r M oo � 6 lci tic ".F o IO i•- a C) cl co En FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, PAN 55446 HENRY HANSEN (763) 238-1610 O r M oo � 6 lci tic ".F o IO i•- a C) cl co En FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details ".F o IO i•- a C) cl co En FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details C) cl co En FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 PRELIMINARY PLAT C2.1 —C2.7 GRADING AND DRAINAGE PLANS C3.1—C3.7 SANITARY AND WATER UTILITY PLANS C4.1 —C4.7 STORM SEWER UTILITY PLANS C7.2 C5.1 —05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN C7.1 —C7.3 DETAILS I Details 4ROVi fOROu 10 SlOi[ SEfDON21 ,•a1 COKErPA,N ! GAERNP (5[[ -1 F[P Nra/w): I %� NN a ca suan E[) tcuWi< a"rN'Ns f - IN9Mn,RalE A), -YI)aL•v DSUVC[ Fu • .. 51[05 Ib" O.C. ro (VE1 SRI IC ],•".. 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Lij O b /`/ / Wa e = UA STREET PROFILE PLANS W > O o /WWZ Lu 13 Details Q 0 la-• W W m FILE LA0. 00715 t sE,RE� ��- 1lUaf5 ttiEDxC PAD GER,IY yel 10 13' SS' 10 OARAI.E R0,J5 QEYADAV rARDP.G [O!/TRALTpp TO GPIQE TO T/4S nEVAMW S• S• ggJ,qh D' f8 f8 Fu'I DOAemN.f PMYOSLD J' /ICNA YU115 NYIx-[mal WPJtx4 m'Nr+tTF c1ATe I s•moEtta FW &-I LoOkON A, ----- IT.fSltl FBNO Fva BasemenF N'eM1w1 10------ II. CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS 11j /�. C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /`/ / C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 DETAILS Details (F) (Fi t0 N o m I� m 8 L¢mC V � i FILE LA0. 00715 t sE,RE� ��- 1lUaf5 ttiEDxC PAD GER,IY yel 10 13' SS' 10 OARAI.E R0,J5 QEYADAV rARDP.G [O!/TRALTpp TO GPIQE TO T/4S nEVAMW S• S• ggJ,qh D' f8 f8 Fu'I DOAemN.f PMYOSLD J' /ICNA YU115 NYIx-[mal WPJtx4 m'Nr+tTF c1ATe I s•moEtta FW &-I LoOkON A, ----- IT.fSltl FBNO Fva BasemenF N'eM1w1 10------ II. CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS 11j /�. C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /`/ / C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN C7.1 -C7.3 DETAILS Details REQUIRED PLANT MATERIALS -I- 2 OKASTORY SHADE TREES PER SINGLE FAUILY LOT LOTS 116 L2 87 TREES 232 PAGE LAYOUT: LANDSCAPING REWIRED LANDSCAPING PROVIDEO 232 OVERSTORY/CONMOUS TREES 273 OYER./CONIF./ORNAY. 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VHF INVESTMENTS, L6, 83 L1.1 L1.2 LLC L1.3 0.4 i 14505 43rd AVENUE N. St 14.850 SF '' 191 14,850 S 'I PLYMOUTH, MN 55446 191 14,850 S 111111 I924 an / i HENRY HANSEN L 1.5 L1.6 (763) 238-1610 ' :: NarsF x931 \ ,"J; � ierl:malir+i 1 IY �w..-•--- L1.7 0 50 100 150 SCALE IN FEET V w I jGRAPHIC O �_____ _.____� i_ _-�___.-_ ..� l__--------- �___-__--_ ' _______.f______.._____l II_ ______ I,.. tz�s3 rrrq�S"3p Z O .i STREET TREES (LION ON NA96 WNLED BY N6AR AT DL OF "UK OOeRYCTON) ..- - ...,�� a ^-. --- - --�••• - r f um...w n,.m n fD a w usr ear x9 rao AO 1 mGGs sura ea OF nr sur vsoLs xa Ho _ _- Pur.. W a C w ' uaRE incl m a iK mus a TIC eLobl sNul u a nE e...a sxbLa i3RUDSHD CONSULTING _ (r ' /" us,..,m,re,s ttnYW ,1,YC MIA1a1'x xee[ 9L:,PPGi ..1 \ 7 606 NORTHBRIDGE COURT C ��. - r.. osseus .1 = Q ! t 2o• Ba0 F/GAN. BN 06123 1 •` L \ / i uek,vr 9.:d uaxe Aw NPa,ovn Yb. er 20' BAB PHOIE 651-066-6073 .eea xWevry are enw„wr a2.u• FAX: 651-004-4702 nr waea Tiawa! m yyP-.w . .www vara,' zo• eAe W W 0 a.e;.�.r om eP.lawe .: ePwlw rosN..,/ 20• 99-"°' O m J O YARD TRFES OW 610N N Fs/9tl WA LID n m6Dq AT Tel O' NOL oaa1R10Ba) Ile en r,•r fAOY Usr ear No m0 AOMCOrt mus BINL BE Q BE Sur u[OES rr.a m,Pr ve m r ru. r.e, a nrPa obmw was rarAuul xur ..,mm' REG. N0. 23849 DATE 08-05-19 Z ualr.vs swr Nap. Av waaAeum Yw. Yn• go' e19 CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL 0 Rnr Fµ m,irl-urn e4wN kpe 20" W Bw B.aN Ge,P'mm mtlYJrw 20• BaB a �xwPAPrmr b.rrm wawbN rrmr nrw: zo• eAe W mu.uN orwm.as sarw 20• em bPrupeP Ww Tiq arNra Yv.wwYP 20" BaB am!\A =66a y �' la's? .: %917.1 1 -• �.� ! i Ca' - -� _ _ _ - _ �- - _ - - _ - _� _ _ - _ _ _687.6 I _ L----- -_- _-_ mo C=ass6T }a2 L=4151--� - _ � - - _ - - [=91aP•, 1 / \ � _!f 14.r>�l! 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PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 0 50 100 150 VW 5 GRAPHIC SCALE W FEET � IL R w`I;IO�OU Z h I D�iMD Z I. M 0w a ILW IL°e W a wW g 3� y~ IWaVO ika t� o 2w I� a` FA0FAY q/ liC N 89'44'15'* IT ---- 491.94_.. Tg 6 a N MO N R w`I;IO�OU Z h I D�iMD d 3� y~ IWaVO ika U I� a` II K Plan 8 2 NAm II K u O -A"' W olq S a g� fop (ti JO• CU Top or 30. CTIP OEv.=870.1 LUY.=870.3 8?25 _ -- - - 1A) (n 1n R7o- - - '-- •..-EOG[ of WWI, t0 -672 N 03 03 x5766 _- x87]1 FILE N0. 00715 INDEX OF DRAWINGS: x 971 r3, L1.1 -L1.7 LANDSCAPE PLANS 1 L1.2 Plan REQUIRED PLANT MATERIALS 2 OVERSTORY SHADE TREES PER SINGLE FAMILY LOT LOTS 118 TREES . 232 LANDSCAPING REQUIRED LANDSCAPING PROVIDED 232 OVERSTORY/CONIFEROUS TREES 273 OVERJCONIF./ORNAI. TREES 171 OVERSTORY STREET TREES 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE 60 CONIFEROUS BUFFER TREES INSTALLED BY THE BUILDER. 14 ORNAMENTAL TREES (TREE NOT SHOWN ON PLAN) 93 SHRUBS BUFFER TREES ! 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I O cYi ' 12,015 SF II I it x9tu^b 11 INDEX OF DRAWINGS: FILE No. 00715 t`+ L1.1 -L1.7 LANDSCAPE PLANS T_ -L-1.3 Landscape Plan , I L l5, 84 I 'j / /( 84:1 I ' 11 L2(B4 1 x9 ^6 I 21184 1 927 SF �• t 4,543 SIR / , / _ 2nd )13.010/ F /2nd z 12,433 S I-__....I :� ______._._._ \... ... ____...--- -'- ---/ -. _..._____ _--.�_'_'-._-•-....-'-=----_. ----- ---""" ter•--"' ---- - ' -- - ---- - `Tam 3rd 20.4058E ` tIMATCH m 1 LINE Sheets L1.3 / L1.5 `° m L7, 112 ;. \ ,,-• :' � 3rd' 18.529 SF B2 �I - - W LWU a --- -- -- \ IE I '9M11 ' L7 e5 I.- - 3 2 ` a I + i 13,451 SF ' .----- i - 12.41 a1 -- : 1 ,r_ l ; q� - ' L1, 83/' x Its I 1 91r o p •��, ' - 3rg _I1 I I / 12,0 SF E / o �a 1 0 ODO O I DO M m W O �0. r.9111212,`83- I x W 3rd 12. I O cYi ' 12,015 SF II I it x9tu^b 11 INDEX OF DRAWINGS: FILE No. 00715 t`+ L1.1 -L1.7 LANDSCAPE PLANS T_ -L-1.3 Landscape Plan REQUIRED PLANT MATERIALS 2 OVERSTORY SHADE TREES PEA SINGLE FAMILY LOT LOTS115 TREES 232 �a LANDSCAPING REOUIREO LANDSCAPING PROIADED 232 OYERSTORY/CONIFEROUS TREES 273 OVER./CONIF./ORNAM. TREES C 8� 174 DYE fl STORY STREET TREES '00e 21OVERSTORY BUFFER TREES 'ONE ADDITIONAL TREE PER LOT TO BE INSTALLED BY THE BUILDER. 60 CONIFEROUS BUFFER TREES 14 ORNAMENTAL TREES (TREE NOT SHOW ON PLAN) 93 SHRUBS °° w U) BUFFER TREES d SHRUBS (INSTALLED BY DEVELOPER) oTr. Rn m ttYRo. xAIE BaA600T IJ RSu Arr nbnan' .wref R» 1 uapa 2G BAB B RO Wrwr nMef n R« Op, 20' BaB M pose Dn»re' Bed Ne< Spwa 1-1' Bae Ie AP Pn1- ar nye A,.ua Pu. L -v em Ype Rei<fe' PJ IZ sf" W, a P.prirbe bNapp< IAS• Bae Cenro1 Lxat mbn ! «el4 !Gal P 1 PLANTING NOTES rr «« < p penes m•wwq a« pulp u pn14 Ie « wlrrn-von w neer Pmu u « HIIer•e r w .tw< AW pwp ranw nH1.a IY� rn�p d ... 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Yep. Aw »<uv„m Tla. Yrc 2o• eaB REG. N0. 23849 DAIS 06-05-19 GaA, nalFrltm BelYe Npe 10' 8x9 M 8rop, LarpiAn wu'nb» 20' 8x9 4 �Nr<Mwnl O ,w Vle<mUer Mrmb 'SS«tli 20' Bag Gn114V» CyrvMebr 1'.pce 20' BM bera'rr Wn LTs <v«Ie W<naii 20' Bee I I 17111 MATCH LINE Sheets C2.1 / C2.4 -i- I 1 ...............�.a�l_Tr=IIrTITIr16LtT- 1 ___ _\_ _________.918_ L__________-- ______________� -______________________-_, •_ ____. .. _._.._� _ . . T, rI I I" it i� � � t, 919.1'- 1 il_ - -' •�°��.�I I1 !I-- - - )t 4��'1��1;,8Y I / i1 L8. ,B300 po I 4 I L9. 83 i I I ; _ 2nd.3 i 14e85d S ldl. x- )4.850 00 Se 91t.e 76.367 - J -q '-i 1 6 'g ... � .. AAAA .. .. .. ... _ -'_" - - •// - 3 ........,. r .~ ....,.....,. �.. �.... !............ a AAAA.. ' / .r _ \ Z BS n - 12,216 _SE_ , 914 ' 910- '• 908 906", 877625,479 SF---5A51N ` - - m 1 I 1.73 AC � Ol - MATCH LINE Sheets C2.4 / C2.5 .® 910 \ •sozs 912- \ \ `♦ \ _914 - ---t -•-'---- , _ '--- 1, i.t 1 i, i 1 ` ' 1 1 II `g• 1 i L8; B3 ' L7 83 \q 9i 3rd 12. 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LL1.2 L1.3 L1.4 L1.5 I L1.6 SHRUB PLANTING DETAIL L1.7 0 50 100 150 GRAPHIC SCALE IN FEET I 1 \ \ I \ 1 , \ u; %/,/ \%\,/\ %�,/ V\ ray,., �-1 I ' 1 t 1 I \MATCH LINE \Sheets C2.2/C2.4 X' ,\ "97.6,r �xB�O' `I II'\ 199 I� T� LTi I�-5 \ \ 1 I E708 /r� ', ''\ `\ \\ \ I� STORM WATER xE�75 x OA5/'N \I \\ \ I \\ g,�� . •-• 1 `� - Bei / /N 1 / / 7 /..sem$-,8f��•'4-�'. 89 09 \ `\ x$v6. \ xBe6L X870.9 1 j1i x9 Js 1 x DTSING 111 1 \ \ x61a1 1\ I \ / 7u.1 BLaDwG / I, 1 \ \ \ \ \ \ \ \• _ .K0qi \ \ `I \ \ \ ` \ Y. 597.0 `♦\ � \ ?(674.1 \ ��1 / EL[V. 91J 7. •. ) \\ \ \ xad07 91/.0 bbut \ \ \ \\ \ x675 S \ \ kB7Q1 \ \ \ 1 1 I \ \ ` � •.� 11 91J.7 91Ja �5 \ .'x�k.J .. \\I\�\ \\\ \\`\\ 1 \1 \\ �\\ i ,,,8' �e�\ . ` ') 1 1 1 `\ x871.7 1 ,' .-\/ / A/ .969?• \ \ \ \ \♦\ . \ \ 1 1•, \ ,\ � / \ 7 \ \ '� A , 9091 ® \ \ \ \ \ \ . ♦ `\ ` \ \.`, `. j1 O 878J \ x - _ \ \ \`\ \ T X91(.7 \O I \ \ \ \ \ \ \ ♦ �_- i O 7- 1 I 1 P \I \ � s! 7 \ I \ \ \ \ \ \ \ `� \ ♦ \. - -eaz. � ,x x771. \ t waL 1\\ \\ \ \ �, -_ ?1��1'L ! wH Wx 9077 \ \\ \ \ \\ ` -.-. �\ `♦ i \ \ -•�r�Ble9`\ `♦7'� l LS x9071 / \ \ ✓ \ `.. 1 I • % 8735 �\ \ \ -- -� \ \ rEty•r9oB.7 f m, -x East ---x 1-- e79�♦ � E L t I\\`y�\• ice,` \ 1\t�, ••`'•.^ \ I I °'__ \ � (_ , 9� \ \ x8711 ql? , �Ae9 0 / PROPM[''� x � \ , a T1 \ \ � ,y"' • Y \ \ I \ 1 I I r 1 1 I 1 7 r � • � l � \ I• ` <\ \ / ✓ 1 \ j: \ \ I I I I I 1 / X800` - �_�MI` �1+� �`\ � �rAAw/ \ Jc \ .I1 yY,,\•' )>)s''1� � \ I \\'' 1 7 I �1 I I I 1 1 I / � `` '`` " � •\• :\ 7 •• ISS%tJ^\ \`*411A� /X \\ \ `-_-- \, '•`a: \'W,aa, `\ \V \ V1 l i I I ♦,/,• / ; 8751 I ) I 1 I / 7^`eg1�_ \ ``�` - 0••i`�ttRS x T1 - -. �: =�\�� \ , \, \ � \ \,,�:-- � I` � � � , ; I ; � � - --894_` , � �r . ><• � !, ... `-q�. �: '' 1 1 1 1 \ \ \ \ \ \ \ )•'' :' E 1 0 1 , I I I 1 1 / / - � TI`;`� 1 '`^g13.1 / ,9 J• 1 1 �7 \ \ 1 \ i 1!i�; ,7 I / I I I I I •, ^,t,� '� , - � �;rP � N \ \ � I I \\ I\ x8718 I 11 i'!•• I.5 T .v'•. \\"b\ \ \ \ ,.� \ 1 \ 1\ \ \ I V xI l1 -1------- , I I / -- --yy ♦ �. els.i 1 1 (- -- _ x ''••� I \ 1N \\ \;/.%:�\ i \ \ \ tl \ \` \ �tBr5.6\' 1 11 I I i /I �/r / �. r 91 \ • �• •'•(\, �?�,, C� \ � t'Y,': \ \\ \\ `� \\ \\ \\'\' \ \\ \` \ / 1 11 1 ` 11 I I I I � � - - _I I \ /•''', % ..,• • ' 'A'gP o•w ` \�/'0 ; L'% �\ \\ \ \ j\ \ \ \ 4 \ \ \ `♦ XB75J It It - / I 9 a •r �: / \ '� r'♦ I ,. �\ 1 \ \ \ 1 \ i1 %'• 77 \ \ \ `` / e76.15x -- / ��Sp ,�j /: \ '•..` ;\ x0.• ` " .a' ' 1 \ \\ \\ `\ \ \\ `. •"''yam "///{�� \ \ `♦� \ `.\ xe75s \ \ \ \ 1 1 1 \\ 1 \ \\ o , 1 9fid"Ix <....- / � " -1' \ \�� \ ..r•''• \ �� 1\ \ \\ �-;..tom \ `. `. �\ ♦\ \\ \ 1\ 1` \ \ \\ \\ \\ \` \ \ ` \ `�.-`�/•�, i' /iR, J 9 �/I %'R��r, I ''•\ O' >r I \ �' .��•C \,1 T\ 1 11\i \ \ �\ `\ \\ \\ \ \ 1\ 1 \ \\ \\ \, \\ �s 'e{ LINE Sheets C2.4 / C2.6 INDEX OF DRAWINGS: .• .` x /• \\�.\ 7 i // �.• Y-1 C\_ + �__\}--�---- - L1.1 -L1.7 LANDSCAPE PLANS \ ••'t\\ ♦ry0�h %! t<' , 1,,'/I \\ _ .91fi;.\ ` •I �c�0X7. � 1 1� � ` • I 1 I l I \ \\ \ \ ,i .. /i"0(\'•, /' \ 7\ �'D I \ ; •T I i I 1 II y 1 1 I •1 \ \ \ 8f \ 1 CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 V �a I•+ z y C 8� '00e IL LU IL LZxI [WPI Z'LU °° w U) g O E � Q < 0 2 W L1.4 Landscape Plan I•+ W tj W 'o b olb,n I o L d U i C 8� V A mDan; O1_b•_ I LZxI [WPI Nx01U E � W 11 In . a 8 3 W a plp 7� N O }} W W zm 3 TJ U � Q V FILE NO. 00715 L1.4 Landscape Plan REQUIRED PLANT MATERIALS 2 OVERSTORY SHADE TREES PER SINGLE FMILY LOT LOTS - 116 VHF INVESTMENTS, TREES = 232 LLC LANDSCAPING REOUIRED LANDSCAPING PRONDEO 232 OWRSTORY/CONFENOUS TREES 273 OYER./CONIF./ORNAY. TREES HANSEN (783) 238.1610 171 OVERSTORY STREET TREES U 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE INSTALLED BYTHE BUILDER. 60 CONIFEROUS DUFFER TREES IL ORNAMENTAL TREES GREE NOT SHON4 ON PIAN) 23 SHRUBS a BUFFER TREES A SHRUBS (INSTALLID BY DETIFIDPI R) on. sn sorufni NATE wYa Hwr >Te0loor t] e>I ear nevn Y,wv.f e RO owp. n.O,o 47e.rs PYa peas roe,r•la' to AP Kwf nqe a Rft Y•fr T4et.r-' 13 o. S/Y9r r ww 4 Red Saul W" 20• uB Hw Nrn Red Od 20• afB Bwf Hn, SRnaa ]-.• etl U,.vw P.,. ]-P 9Ae Pr•ter.e GeogR'a IS• W tx ucc ml,.e !Mau 3 Oa 1 1 PLANTING NOTES w lea.•mwM „rwi�i,••e.: �api, �: lua, �a ;d 1•ro. nt•, aM. n aN J rr'H^f WDLL.• ynl wl. u, «. q raw • w Im psnw m••.evW •a.• rn�Hf. N rqu la a mtm.�-Tr•n w H++r rinv le a waw _ r fwr, Aul rnlN wauw tuew� IY Ima rnlN W n vr, w e• n tlnAf (NIIg1Y M NMI •w0ea +•. a .Yfw wr a IWw1M .l rnlf SIJ,p M Yw giWNt rq•Min Y nN re•a Jv w p. - ,- M n .q w Allen blur fr ARs t. Opn Ip J weal a M wwe •ww IJ n ,Jw tlnu IPI w afY, qrl wl MLL o.v uJu n ..q.rrr - w .New tiu'r r.em. w ,wMw. a w•Hluae• .nv eewuu..1 W Mn M ti e.,r. ra,,. w a a, r*a.e .rn .•Nr J r. Ngnr Hw-. waw Y •.•we. MiN �Y. r..a wf• awl• f wivm.fr) Wal s qr •fY,F m. •aN ++ � � _ r°e".. e..dar .e, ...� mNw .Jen .• arr r.. a r.+rd .... a ... 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Y>' 20' Bee KIONE: 651-066-6071 r .dm tl'r y enrYn�gv..v! 27 ue FAX- 651-061-4792 ActleP. un IAtr p�pWegoe e,.euv,•1rb,' x0• W ,e oYa•rr Dm ..,�•oude.Mi zo•T�e "---'-•-'_'-•" __ - Wf Ndl NY fb. wf d•mN orw s,.tlr m1 �T�J��9.�'d . . n �l Cadl >gtltlrM I NrbwW lsMfeyo �'- a>o Dei Y[>Onl NtMKT ,nP.r W le.o of M slab of YYna•Is _ 'EPS Irav+nea ,w .Ma a .a, roe a w YARD TREES Oar 4441 W Kft PWMIO BY MM AT Tec W IIaC COammWoo '� �-�- �, ra,a,ai u1•f°'Ne-° ®�w'wif r�.f-e' i•'i�"mww. 11e ]OEOT mW NOT WT W M ADL.CENT TREES SHALL eE Q TIE SAYE SPERs •� • • • � •• 4 rr..>w s m a „u ev q wr mural xfYE nrANRA, N,YE a7Rmr REG. NO 23849 n1••h sHw Yap. Aw .•fowm Tlo. YY > WW GATE 06-05-19 z,Pr ewN ntlo-Men e.w• UV• zo• eea CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL ayr 'i1q.A•w,rt oE"°.aIYM• v"i•tldenua IwmY TRtm: W W wn�va orrw•.tlN f xo• IW o..wyrt. lo'rv.r"ngt: .,. zo• eee .. _ ; ; _ _ _ \ v r \ N _ _ :.' ! 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