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ITEM 3.4
ITEM 3.4 TPC 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 RE: Otsego — Hansen Heights; PUD-CUP/Preliminary Plat REPORT DATE: 10 April 2019 ACTION DATE: 14 May 2019 TPC FILE: 101.02 BACKGROUND VHF Investments, LLC is proposed development 117 single family lots on 87.09 acres located east of Odean Avenue between 75th Street and 70th Street (CSAH 38). There is 1 single family dwelling within the preliminary plat that will remain and another that is to be removed. The proposed development requires consideration of applications for a Zoning Map amendment, PUD -CUP, preliminary plat, as well as vacation of existing public right-of-way. A public hearing to consider the applications has been noticed for the Planning Commission meeting to be held on 15 April 2018. Exhibits: • Site Location Map • Hansen Heights development plans dated 03/25/19 (36 sheets) • Landscape Plan dated 03/26/19 (7 sheets) ANALYSIS Zoning. The subject site is zoned A-1, Agriculture Rural Service District consistent with the polices of the 2012 Comprehensive Plan guiding that rural land uses be maintained as interim until a property is rezoned to allow for development planned by the Future Land Use Plan. The proposed development requires consideration of a Zoning Map amendment rezoning the subject site to R-4, Residential Urban Single Family District, which allows single family dwellings as a permitted use. A PUD -CUP is also being processed with the preliminary plat to allow for a modification of certain lot requirements. Consideration of the Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the following criteria established by the Zoning Ordinance: 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 subdivision is 1.34 dwelling units per acre and net density is 2.45 dwelling units per acre. The proposed subdivision of single family lots served by sanitary sewer and water utilities is consistent with the 2012 Comprehensive Plan. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by the following existing and/or planned land uses shown in the table below. Direction Land Use Plan Zoning Map Existing Land Use North LD Residential R-4 District Single family homes (Crimson Ponds West) R-5 District Single family villa homes (Crimson Ponds West) East LD Residential R-5 District Lefebvre Creek Greenway (Boulder Creek) A-1 District Rural single family homes South LD Residential R-3 District Single family homes (LIN -BAR Estates) West LD Residential A-1 District Rural single family homes Undeveloped R-3 District Rural single family lots (LIN -BAR Estates) The proposed single family lots within the subject site are consistent with the existing single family lots within Crimson Ponds West, Boulder Creek, and Ashwood. The preliminary plat provides for transitional lots with greater width and area as required by the Zoning Ordinance as a transition to the R-3 District lots within LIN -BAR Estates. The proposed development will be compatible with the existing and planned land uses in the area. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed preliminary plat will comply with all applicable development regulations except as specifically modified by the PUD -CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. 2 Comment: The subject site is accessed via 751 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 75th Street, which are designated by the 2012 Comprehensive Plan as residential collector streets. Section 10-8-5.13.4 of the Subdivision Ordinance requires that access collector streets be spaced at least 500 feet apart. The access to Odean Avenue is 640 feet south of 75th Street. The access to 75th Street is aligned with Odell Avenue to the north within Crimson Ponds West 500 feet east of Odean Avenue. The location of the accesses to 75th Street and Odean Avenue comply with the requirements of the Subdivision Ordinance. The proposed preliminary plat is also accessed by extension of streets from temporary dead - ends within LIN -BAR Estates at Odell Avenue and 71s' Street. These connections to existing local streets provide for access to Odean Avenue and 70th Street (CSAH 38). Wright County has begun reconstruction of 70th Street (CSAH 38) between Odean Avenue and Quaday Avenue. The existing intersection at Ogren Avenue and 70th Street (CSAH 38) will be improved with a right turn lane for west bound traffic as part of the Wright County project. Based on Wright County spacing guidelines, the access to 70th Street (CSAH 38) at Ogren Avenue will likely be restricted to right-in/right-out only at such time in the future as traffic volumes on CSAH 38 dictate expansion to a 4 lane divided roadway. The preliminary plat also provides for street extension through the 2 rural parcels to the east of the subject site to the north of 70th Street (CSAH 38). These street connections will provide for future access to 70th Street (CSAH 38) at the intersection within Boulder Creek. This intersection is planned to be a full access intersection with Packard Avenue south of 70th Street (CSAH 38) to be realigned to this location at such time as the land south of the roadway develops. The multiple access points available to the proposed preliminary plat to adjacent collector and arterial streets will allow for disbursement of traffic generated within the neighborhood, provide connections between neighborhoods, and insure emergency vehicle access. 3 The preliminary plat also provides for future street connections to the exception parcel at the northwest corner of the plat and the 5 acre parcel in the west center portion of the subject site to allow for future resubdivision. The preliminary plat does not extend a public right-of-way through Block 1 to the 2 lots at the southwest corner of the development. These lots are each approximately 1 acre in area. The dimensions of these lots limit the ability to extend a City street with a cul-de-sac turnaround for access that would allow for potential resubdivision. Also, neither parcel could be further subdivided without assembling both lots and removing the existing principal and accessory buildings. Right -of -Way. The preliminary plat provides for dedication of right-of-way for the south half of 75th Street and east half of Odean Avenue abutting the subject site for 80 feet of right-of-way for these existing streets. Local streets interior to the preliminary plat are provided with a 60 foot right-of-way. The proposed rights-of-way for City streets is consistent with the requirements of Section 10-8-5.13.1 of the Subdivision Ordinance. The preliminary plat provides 75 feet of right-of-way for the north half of 70th Street (CSAH 38), which is subject to review and approval of Wright County. Right-of-way platted with the plat of Hidden Haven to the east of PID 118-180-000010, which is a parcel within the preliminary plat. The existing right-of-way is to be vacated as part of the current application as it serves no public purpose based on the proposed subdivision design. Streets. The proposed lots are to be accessed by local public streets. The proposed local streets are to be 28 feet wide with concrete curb and gutter within a 60 foot wide right-of-way. A 5 foot concrete sidewalk is provided on 1 side of all streets. Street names will be established at the time of final plat approval in accordance with Section 10-8-10.13.13 of the Subdivision Ordinance and the Wright County grid system. All street designs and construction plans are subject to review and approval by the City Engineer. Lot Requirements. The R-4 District establishes the minimum lot requirements shown in the table below. The lots abutting existing 1 acre lots zoned R-3 District within LIN -BAR Estates are subject to the lot requirements of the R -4A District in accordance with Section 11-66-8 of the Zoning Ordinance. 4 Lot Area Lot Width Lot Depth Setbacks Front Side Rear 75th St. Odean Ave. 70th St. Wetland Interior 12,OOOsf. 60ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 80ft. Lot 1, Blk 1 Lots 1-4, B I k 4 Block 6 Interior 18,OOOsf. 100ft. 150ft. Corner 130ft. 150ft. 4 The R-4 District lots all exceed the minimum lot area, width and depth requirements of the Zoning Ordinance. The proposed R-4 District lots north of 72nd Lane and east of Ohland Avenue and the R -4A District lots abutting LIN -BAR Estates meet the minimum area and width requirement, but not the minimum depth requirement. These lots are proposed to be135 feet deep based upon the area available between LIN -BAR Estates and the rural residential exception parcel that limits the ability to have blocks on both sides of the public street meeting the minimum depth requirement. The reduced depth of these blocks is to be accommodated through approval of a PUD -CUP. The subdivision design for these lots are consistent with the intent of the transitional lot requirements. Landscaping. Section 11-19-2.13.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot or a total of 232 trees for the proposed preliminary plat (not including the lot platted with the existing house). The developer has submitted a landscape plan that illustrates trees along the street boulevards with a note that 1 tree will be installed by the builder for each lot. The City allows trees to be planted in the boulevard in R-5 or R-6 Districts where the 25 foot front yard setback limits area in the front yard for a shade tree. The 35 foot setback within the R-4 District is sufficient for a tree to be located within the front yard outside of the public right-of-way. The landscape plan is to be revised to indicate that the builder will install 2 trees per lot at the time of construction. A landscape buffer yard is required to be provided within the yards abutting 75th Street, Odean Avenue, and 70th Street (CSAH 38) in accordance with Section 11-19-3.13 of the Zoning Ordinance. The landscape plan provides for installation of the required buffer yard with a mix of evergreen and deciduous trees. The types of proposed trees are appropriate and the sizes of trees to be planted in accordance with the landscape plan complies with Section 11-19-2.13.3 of the Zoning Ordinance. Park and Trail Dedication. The Future Parks and Trails System Plan included in the 2012 Comprehensive Plan does not identify acquisition of park land from the subject site. The City has developed the Lefebvre Creek Greenway from 751h Street east through the Boulder Creek development to Palmgren Avenue. The developer will dedicate Outlot A (Phase 3) to the City that includes Lefebvre Creek and wetlands below the ridgeline along the east portion of the development. The phasing plan is to be revised to deed Outlot A (Phase 3) to the City with the initial final plat. Deeding this parcel will not be credited for park and trail dedication purposes and these requirements for the preliminary plat are to be satisfied by payment of a cash fee in lieu of land calculated on a per lot basis at the time of final plat approval. The City will utilize Park Dedication funds to construct a trail from Ohland Avenue through Outlot A (Phase 3) to the Lefebvre Creek Greenway providing park access to the proposed development, as well as LIN -BAR Estates. E Grading Plan. The developer has submitted grading and drainage plans for the proposed preliminary plat. There are wetlands Outlot A (Phase 3) which will be preserved by dedication of the outlot to the City. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2) /Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.1) 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. The developer must also pay the City for the installation of the trunk water main within the subject site, which provides lateral benefit for connection of lots within Blocks 3, 4, 5, and 8. All utility plans are subject to review and approval of the City Engineer. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all lots and over stormwater facilities as required by Section 10-8-12.A of the Subdivision Ordinance. All drainage and utility easements are subject to review and approval of the City Engineer. Environmental Review. Minnesota Rules 4410.4300, Subd. 36.A requires that an Environmental Assessment Worksheet (EAW) be prepared for any land use conversion involving 80 acres or more. Although the gross area of the subject site is 87.09 acres, only 64.3 acres will be converted to urban use by development of the preliminary plat. An EAW is not required for the proposed preliminary plat. Phasing Plan. The developer has submitted a proposed plan for phasing development of the subject site summarized in the table below and the attached plan set. Each phase will require approval of a final plat with the timing of each phase determined by market conditions. The City guarantees access to sewer and water capacity only for developments that have received final plat approval and executed development agreements to pay for these utilities. Phase # of Lots 1 27 2 31 3 39 4 20 RECOMMENDATION The preliminary plat for Hansen Heights is consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions outlined below. I POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-1 District to R-4 District based on a finding that the request is consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. B. Motion to deny the application based on a finding that the request is not consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. C. Motion to table. Decision 2 — Vacation/PUD-CUP/Preliminary Plat A. Motion to recommend City Council approval of a vacation of existing public right-of-way and a PUD-CUP/preliminary plat for Hansen Heights, subject to the following conditions: Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Lots within the preliminary plat shall be subject to the following requirements: 3. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 4. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 5. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2)/Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance; Outlot A (Phase 3) shall be deeded to the City with the initial final plat. 7 Lot Area Lot Width Lot Depth Setbacks Front Side Rear 75t' St. Odean Ave. 70t' St. Wetland Interior 12,000sf. 60ft. 100ft. 35ft. 10ft. 20ft. 65ft. 40ft. Corner 80ft. Interior 18,000sf. 100ft. 135ft. Corner 130ft. 135ft. 3. All street right-of-way, design, and construction plans shall be subject to review and approval of the City Engineer. 4. The landscape plan shall be revised to indicate that the builder will install 2 trees per lot (outside of the public right-of-way) at the time of construction. 5. Outlot A (Phase 3) and the outlot at the center of Block 2 (Phase 2)/Block 3 (Phase 3) are to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance; Outlot A (Phase 3) shall be deeded to the City with the initial final plat. 7 6. Park dedication requirements shall be satisfied as a cash fee in lieu of land paid at the time of final plat approval in accordance with the fee schedule then in effect. 7. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer 8. All utility issues shall be subject to review and approval of the City Engineer. 9. All easements are subject to review and approval of the City Engineer. 10. The preliminary plat is subject to review and approval of Wright County Highway related to right-of-way and access to CSAH 38. Motion 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 KITT-11 ROSEAU LE v o�os NANSNAII NOOCNICMIN BELTRAMI PCHH IiOIOH REO UNE COOK P.L. > ITASCA ST. LOUIS LANE NORMAN OYEN T CASS CIAY BECKER O 1 AITKIN d CROW CARLTOH Ct O1Tlx 1AIL Wlh'O a ` T000 Ione OMNT WLA MMRJ50N UCI i' POPE hlO ,H'At 9TFARN3 LONE � URNf I9 SWIFT t �y, WRIONT ,AC IIEVM MINNESOTA HANSEN HEIGHTS RESIDENTIAL DEVELOPMENT PROJECT OTSEGO, MN WRIGHT COUNTY NIt PROJECT LOCATION OTSEGO, MN INDEX OF CIVIL SITE DRAWINGS: COPROJECT OJ LOCATION PLAN C1.0 d OVERALL LAYOUT AND PHASING PLAN C1.1—C1.7 14505 43rd AVENUE N. PLYh10UTH, FAN 55446 PRELIMINARY PLAT C2.1—C2.7 HENRY HANSEN (763)238-1610 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 F s DETAILS CLIENT. OJ VHF INVESTMENTS, d LLC 14505 43rd AVENUE N. PLYh10UTH, FAN 55446 HENRY HANSEN (763)238-1610 C a V V ° W IIu a co a Lu F s o Wa e b 0 Lu Lu toW 8o O 0 W { ; G t a =Z ll1 tr a 0 0 � OJ 4o � d C a V ° IIu a oat a,baF F s �'at 3 o° 3 b 0 N 8o O W { ; G t p 4442111 W � U II ti t .c J �:A U ZzW m c� N I] co C!, U) W N m � m 0 m O p W 3 � U O O O U FILE NO. 00715 CO I Location f �R�usa� I PPNoS I --i �S L�l< Zj Anomor' �I / / lI i 1I 1.,SJ�^�^° PO405� .7-G!T ILI ILi� - ------ i iJII, <`— -N� u v .. - - 2� .W W.. Pg� - ' - -Q r=- T-.4-7-11 - --1 i 7 \\ I I I I I I I ` IIII f I'LL; � ' �-�- I �"_� I ' IJ .I I• i i . � , ., i - ys�,: I �� `\�� 5m�`e _ . u I y I 4---� u 1-----! �-----------� �_ 'I I� JJ iL--� o - - - - ' ' �z �T 101 5TORM I ----' Gtr' WATFR BA51N fi —01 1 I: -- -------- - _ - - i ,] IF _ -----f -1 �—I -, Ir � r �- - I L �� ---- ----- QIP -- --- - ----- ---- -- - ---Q� - -------I 1� r _ �iF -11' __ n Street ------ -- F — ---�- 3 i _,i 72nd Street.= - I� I =_=_ ---- --------� I J I __ i� ---� i I �5S I I I I I L----- —J L— J 7 / 3t Street r _--- -� -- - - - T - - -I - - - (- - —1 I ---- "'j• Street I i I I 1 � — II CQLIND'BD6!?_3B_(7_ QtbStree0__ I -�—j-- �' •�_.r GH - - — — — — - - - — - - - — - - - - -Y.FIGHT COUNTY HIGHYIAYT•1�IT CF tYAI PLAT NO. 72-' — — — — — — —I — I CLIENT: C1.0 OVERALL LAYOUT AND PHASING PLAN VHF INVESTMENTS, •t C2.1—C2.7 BTOgm ` \ VIATER C3.1—C3.7 BAB/,V \ C4.1—C4.7 PLYMOUTH, MN 55446 7 \\ I I I I I I I ` IIII f I'LL; � ' �-�- I �"_� I ' IJ .I I• i i . � , ., i - ys�,: I �� `\�� 5m�`e _ . u I y I 4---� u 1-----! �-----------� �_ 'I I� JJ iL--� o - - - - ' ' �z �T 101 5TORM I ----' Gtr' WATFR BA51N fi —01 1 I: -- -------- - _ - - i ,] IF _ -----f -1 �—I -, Ir � r �- - I L �� ---- ----- QIP -- --- - ----- ---- -- - ---Q� - -------I 1� r _ �iF -11' __ n Street ------ -- F — ---�- 3 i _,i 72nd Street.= - I� I =_=_ ---- --------� I J I __ i� ---� i I �5S I I I I I L----- —J L— J 7 / 3t Street r _--- -� -- - - - T - - -I - - - (- - —1 I ---- "'j• Street I i I I 1 � — II CQLIND'BD6!?_3B_(7_ QtbStree0__ I -�—j-- �' •�_.r GH - - — — — — - - - — - - - — - - - - -Y.FIGHT COUNTY HIGHYIAYT•1�IT CF tYAI PLAT NO. 72-' — — — — — — —I — I INDEX OF CIVIL SITE DRAWINGS: CO CLIENT: C1.0 OVERALL LAYOUT AND PHASING PLAN VHF INVESTMENTS, PRELIMINARY PLAT C2.1—C2.7 LLC C3.1—C3.7 14505 43UE N. C4.1—C4.7 PLYMOUTH, MN 55446 C5.1—05.2 HENRY HANSEN C6 (763)238-1610 r7 1-c7 A 0 150 300 450 ~ 111 GRAPHIC SCALE IN FEET O CO)a °z EXISTING P.I.D. #S w o 118-500-284-401 W 0 0 '� 118-180-000-010 118-500-284-204 = : Q Q 118-500-284-200 IL Z > Z 118-500-273-200 LU c _j Q �° a CC CL PROPOSED ZONING Z a o > Q P R-4 AND R -4A = RESIDENTIAL URBAN SINGLE FAMILY W 0 GROSS AREA ¢ 87.09 ACRES PROPOSED LOTS 8g N � IN MaNi EXISTING HOME LOTS NEW HOME LOTS = 116 � � o = WwC7 E TOTAL PROPOSED LOTS = 117 LOTS 4E z g j o l mm 643 PHASE 1 = 27 LOTS PHASE 2 31 LOTS* a '` ° a ; = o, PHASE 3 = 39 LOTS ° PHASE 4 = 20 LOTS *EXISTING HOME LOT: Ll, B6, 2ND ADDN PUBLIC STREET 60' R/W ; r $ $ a APPROXIMATE LENGTH = 8,375 FT APPROXIMATE AREA = 11.8 AC m �y PROJECT LOCATION PART OF SEJ OF SECTION 28, TOWNSHIP r 121, RANGE 23, c AND PART OF SWj OF SECTION 27, ^ TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY. Ip 2 06� e� o 0 0 N m � m 3 O � p v O U 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 PREV. PLAN r7 1-c7 A DFraR s FILE NO. 00715 C1.0 Overall Layout and Phosina Plan EXISTING P.I.D. #S PROPOSED LOTS WETLAND DELINEATION LEGEND PAGE LAYOUT. CLIENT: 118-500-284-401 EXISTING HOME LOTS = 1 REAR LOWNE 118-180-000-010 NEW HOME LOTS = 116 INFORMATION PROVIDED BY: VHF INVESTMENTS, 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS AG WETLAND SERVICES, INC. Existing Tree Line 118-500-284-200 P.O. BOX 82 sL�1�4cR C1.1 C1.2 LLC 118-500-273-200 PHASE 1 = 27 LOTS KIMBALL, MN 55353 .SETBACK - - - - Existing Wetland Boundary PHASE 2 = 31 LOTS- FRONT YARD 35 FT EXISTING ZONINGPHASE 3 = 39 LOTS SIDE R/W 35 FT - - - - Existing R/W Line C1.3 C1,4 1450543rd AVENUE N. SIDE INTERNAL 10 FT A-1 AND A-2 PHASE 4 = 20 LOTS to REAR YARD 20 FTPLYMOUTH, MN 55446 Existing AGRICULTURAL -EXISTING HOME LOT: L1, B6, 2ND ADDN ARTERIAL R/W 65 FT 9 Easement HENRY HANSEN PROPOSED ZONING Existing Boundary Line C1.5 C1.6 (763)236-16111 RESIDENTIAL SINGLE FAMILY PROJECT DENSITY FRONT LOTUNE RR=4 RR4 -- Proposed Street R/W 1st L1, 814th 1-7-1-3, B1 GROSS DENSITY: 1.34 LOTS/AC 1st L1 -L15, 62 4th 1-1-1-7, B3 (TOTAL LOTS / GROSS AREA) LOT DETAIL0 50 100 150 Proposed Lot Line 1st Lt -L11, B3 4th L5, 84 (117 / 87.09)ul C1.7 2nd L1 -L4, 81 R-4 NET DENSITY: 2.45 LOTS/AC 60' z -__-"----- Proposed Setback GRAPHIC SCALE 1N FEET 2nd L7 -L4, 82 3rd L1, B7Proposed D&U Easement L1 -L71, B3 3rd Lt -L11, B6 (TOTAL LOTS / NET MEA)J ---_-----___-_---_--- ''AA 0 2nd 2nd L1-L4, B4 4th L7 -L4, B2 (NET AREA =GROSS AREA LESS R/W AND OUROTS) 16' 28 B - 8 16' v+ EL (, n / 47. ez)� d ..............--..... 2nd Lt -L7, B5 4th L7 -L4, B4 a n Proposed Curb and Gutter SURVEY DATA PROJECT LOCATION 2nd Lt, B6 MINIMUM LOT REQUIREMENTS rc o 3rd 1.2-1-4, B1 a a R-4 LOT MINIMUMS: Proposed 5' Wide Sidewalk Z C -aJ 3rd L1-L5, 82 4' S' 7' SURVEY INFORMATION PROVIDED BY: PART OF SEI OF SECTION 28, TOWNSHIP 121, W b a 3rd L, _ 3 843 LOT AREA 12,000 SF LOT WIDTH -INTERIOR 75 FEET I SLOPE 1/3" PER �. 2% MIN. Drainage and ut,lity easements are shown thus: MEYER ROHLIN LAND SERVICES RANGE 23, AND W a 3rd L1, 85LOT WIDTH00 FEET C rr }, 3rd 1-1-1-5.3 l -L5 708 1st AVENUE NE PART OF S OF SECTION 27, TOWNSHIP 121, LOT DEPTH BUFFALO, MN 55313 0 CI i TH CORNER 100 FEET SLOPE 5 RANGE 23, Z Q - WRIGHT COUNTY, MINNESOTA. MAX BUILDING COVERAGE 30% LU Z GROSS AREA SEE PLATE 704 DATED: FEBRUARY 12, 2019 87.09 ACRES R -4A LOT MINIMUMS: 4" THICK, 5' WIDE CONCRETE CURB & 5 LU Z L LOT AREA 18,000 SF CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON o o1 BENCHMARKS (PROVIDED BY OTSEGO CITY ,I^ 0 0 J PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET APPROVED SUBGRADE-9r- APPROVED SUBGRADE 1 ^1_- ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION v/ 2 LOT WIDTH -CORNER 130 FEET (EITHER SIDE) -"-------------� `------------ NGVD 29 DATUM): Z -1 0 tL LENGTH = 8,375 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, IST Q h D APPROVED SUBGRADE 30' WIDTH HYDRANT N OF 75TH ST., ELEV=928.00 = W ODEAN AVE., AND 70TH ST.) indicated, and odJoining lot lines, and 10.00 - ADJUSTMENT TO 135 FEET DEPTH feet in width, unless otherwise indicated, TYPICAL STREET SECMU RR SPIKE IN PP, NW QUADRANT OF OGREN OPEN SPACE REQUESTED DUE TO EXISTING PARCEL and adjoining right -of --way lines as shown 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH etl scvc on the plat. AVENUE AND CO RD 38, ELEV=948.06 V ` W --V --/-------�--- by ___--- -- - - - - - - _ _ - - - [=5I6A., 1 / \ - ` j A�P _-75th Street s 89'14.1 6, t=�7/- o g.� �� � � e .n A C� 3 l -23T 4.15.___ / �.. . i; $ N Z rn UN _ x s3zo seg• a I a bo E 1 - a is / _ _ WCC °b01u 1 _ j =b 18'r2F 1 S' .F �.. n ----..,®® _- __i �5\4.J4�-- ern ])S R.J,0.06 G•� C 2 y , P%� I O fl No.18' Rb -_.__._._ / -- ,.--_. wi��-J�-=aT��.-L o f asJ / =1 + f- f=yo.w�--F--f-9o.2o-"t=F=f-'9oao Bo.ao-` 9aoo t.- �oaoo-,.= «-=w �-w-oaoo_ .,w�_J4m-Ra{000 / g�• p$' Q jmm 6e> --�-- �T « -�- -- - - _ - C �Q emina S=5L.1- ` $R9' tY 13'11' SRB' IB' N'W 569' ,9' ,3'e 569' IC 1]'N 1 'M SB9' iB' 43'W 569' 19' IS'R SB9' 1B' 1]•w --_ 569 _,9' /l1T -- 0005 43 M _ / m it t�y1 r y b 1� 5�p E < _________-__.._- ___________-_______. ____ _LJA.-____ ______-_____-__-__----__--______-__� _______-__-_-_______ 41 f L -s].99. R4wo0 `XML\ �Le-M69f60NR�10.00 1 ' I I[ I.___ I I i-•�- y o rn `� E° 3 I E• N meji I i -N, , o N --------------- -_---- I , R/R I ay�e.•wazErE i j I t o o , 1 , u i , i I I __-__-__ __-__-__ __-__-__ __-__-__ __-__-__ N s- Y 1 i 'r -__ ^ 26.0 , 5.0 RB90E , __-__-__ n __-__-__ $ n ° i o - -; j;I Rre ; I - --I II - - -� - - -I a� -I a(- �� �§I- ��$� -I� �e�� b- &^ go i Ll, BI r -1 -j - i'� In I �` 1st n, L3, B2 L4, 1' I I; I 1st li'1 I !1 IF' 27,091 SF j I klg I Ch1 j I Ll, B2 I I L2, D2 1 f I ' I H2 L5, H2 L6, D2 L7, B2 L8, B2 I 1 L9, B2 1 I j L70, 82 I Ll 1, 82 1 I $ 1st i' 1st I 1st I ' 1st lot lot 1st 1st I Ist Is[ $ O' -lei 16,397SF 15,111 SF I 15,102 SF 15,110 SF I5,1I7 SF 15,125 SP I I5, 133 SF f 15,140 SF 15,148 SF = 15,247 SF 18,637 SF L 8 ,' �, , I I. II 11 I 1. .I I jl I I I I I I I I I i - - �--------� I �--------___i I i � � ' j � - ----� 1 �---------� ; �--------- �---------� 8S� L---- 1 j N i -----1 --------- w4eox auslat ooNceErE I I AM1°� �-183.49---- I I �d69, R=976°0 ---WNW--- orsrau LaataN.wo I W SNLE i i Il'PE Nf1N AAO L.149B R�1 �. N 89° 19' 43" F. ° I L 1 T1rE Rrrn trtr AR'° 1 uses --- ----- / 'q I € �E L=2a4i R=,500 JJJ I ' I usrs rosr uWE ' ' �______._______ -___ __ _____--.______.._� �_______--_._-_____� L_________.._____-__.) -_____________-__ _ R- -NR9'2�'WE --�69 �3-00�- �6�'2]�'E-- N�9'23-OOE�-�69�3-00�-- N69'2Y 00'E �69'23'00�--�68230D'E----�N69'23'00'E--�692300�- e�4��R=i2p� -tom_ m ' ^ 1 85.28 ga0p 80.0° 9x00 91L00 80.00 90.0D BD.00 e0A0 69.,1 o to ! � � II �f W �m ;e 74th .Street � _j N 2 rNom Ch.At'9 =N S9a3, Baao 9aoo mo 9aoo 9aoB 9aoo �>= - --�°° _- --- w �.o2 0 0 1 1 569' 2Y W'N SB9' 23' 00'W 569' 2]' 00 4 569' 2J' 00'W 569' 2Y 00^N 569' 23' 00'W SBB' 2Y 00^R SB9' 2]' 00'W -_ 589' 2Y ---- _ ... 569' 23' OOY/_- ___________-_-___-__ _-____________-____-_ �____-_._________ _ - ___.______-____ _ I - r--- I i - - ------------------ - 1 T f y �YJ i A.09541{ 1 j i I _-__-__ __-__-__ __-__-__ __ 4-BJ.O �e�OS IJ r sP••i / Q'~''' 1 I 44 i 1 IF ` L2, B3 j L3, 83 L4, D3 L5, B3 L6, B3 I I L7, B3 L8, H3 L9, D3 I LID, B3 LI 1, B3 It LI, B3 1 I1 I j j I; 1 1 I I I� � I I I 1� 1 I I f 1�1 1 N AREA ,' ]s[ IST t 1st i , 1st I , let Isr I ; tat ts[ I 1st , t 1st g S Ist '`ti 16,474S F j k I j 14,550 SF I I j 14,850 SF j g j 14,850 SF j g j 14,850 SF j g 1 14,850 SF j g I 14,850 SF k S 14,850 SF 1 I 14,850 SF j j 14,850 SF t. 19,085 SF •C - �, ✓✓✓� E ; `Is� ��, j ij � ij .1 ;i ,� I�' � �,i •I 26.8• Alai Z._ i� �� ;1 s1�, I II Iii I I I I jt j jfij II ala E g� ��i 1 "NAE ' 1 1 I I; jl I I II I; I .{......I, -4 _--- 1 60.0 (---------- MATCH C, o = rn o /. { MAT ' I R f i CH LINE Sheets C C EY151FG / 1 I I 11 14 i I 1 10 T � r �- LM1cxJ ; I I I I I I -- I -- I -- - --- -- -I k 1 N m L.2aas, 6]aac---------� `--------� J ---- i �- "-' I `-- - I-------- --� I---------1 I ------- - --1 t 1 eb9f 6{ 4 '' - -- -----'--------------- - - 1 ' - -� - - '�------- --- ` --------------------� L - -- - eso Y M m m ,^ P N69' 23' WE � NW 2]' 00-E ` NR9. 2Y WE N89' 23' WE _ _______-_________ ______-___________-_• - P P NRB' 23' 00'E N69' 23' 00'E N69' 2Y 00'E ; O 9L \, ELb.- u ; , j N69' 23' WE o NB9' 23' °0'E N69' 2Y 004 N69' 2J' WE e ' (y��� `C �- i 90.24 P J4.2, J1.21 JA24 G ]4.24 7,.2, P 71.2, 71.24 G ]1.24 7,.21 ,1a,t ' 4oyl 931.4 (�p I I ___-___ __ ________________ _______ ___-__ _ _____________ ______-_____-__..__ `, l* O „'� ,I • , ,-_______ ( Y__ ____._ _ r__-______. _______ q__ 1 NR9' ?J' 00'E N69' 2Y 00'E r SI• h Q '1 Le -X9.16. R�1030.0°__-__ _ N69' 23' 00'E NR9' 23' 00'E i ; ( __-NR9' 2]' ---WE __-__-a I I __-__-J I __-___YS1 l __�189'13'_D0' b �__ -----------1SJ6-, --'- -Ail I, 1i76 I' O O U 11L� Lamb R 9�4 I I 6-I J � f A v i 1 ` NN' 23' 00'E I i �� I I- 7 MATCH LINE Sheets C1.1 C1.3 _ FILE NO. 00715 I I INDEX OF CIVIL SITE DRAWINGS: ------ --- -- -- _ - -- --- - sas ! + �' I I �- - ti �� CO PROJECT LOCATION PLAN i I s e$, SB9 2r,r1' .. " 8 41 151 1 C1.0 OVERALL LAYOUT AN .3569 Rw7aao- I I a 1{_ 3 S q g D PHASING PLAN -• - - -- -- -r - - 4I I ..------- g [A, B3 y I n L5, B3 'I ^ 1 L6, B3 I II f L7, B3 I TLB. B3 1 - L9, B3 , I LID, 1`y_ _ If'µ t; 2n C1.1 -C1.7 PRELIMINARY PLAT 2nd 81`` 2nd �-- I 2nd j 2nd 2nd i 16,86 C2.1 -C2.7 GRADING AND DRAINAGE PLANS - L4, B I I ' SI I Ll, D3 `✓ .g L2, H3 I I I_ 2nd 1 j 2nd S ' 14,561 SF �{ 14,850 SF I 1 ' 14,850 SF I I I 14,850 SF I ; 3 1 7 �; I g 15,069 SF 1 I 1 1 I 14,850 SF•1- I` r B �'! �` 2nd 2nd ter"{, -1 ,.� 15,564 SF ' ; � ;( ' C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS 2nd ,,,,_., 2nd ,, I i _ 13,3985F _18,269 - NS ' S I,�..._ ; SF "t i'a 18 2no C5.1-05.2 STREET PROFILE UTILITY C6 STORM WATER POLLUTION PREY. PLAN P., ' L_-- - IUAeox aus7RR; - -✓✓ __ _JL_ _ 1 60A- j ____1�=.v 1- J I CONnG,r lDGixa AND' i NRS' Jt' f0'E ""`- �✓ ___ I- ______ ___.___ INiN tt1Y /AD S° iT „rrc L -Jia], ---------- - ----- ➢PE RRN CM A'A I ,.09 ' ------ __j ------ ---------- USPS P!#T WS7ER--------------_-__-- ; -- _-- C7.1 -C7.3 DETAILS 'SD°° R'°'°°° - Preliminary Plat EXISTING P.I.D. # PROPOSED LOTS 118-500-284-401 EXISTING HOME LOTS = 1 118-180-000-010 NEW HOME LOTS = 116 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS 118-500-284-200 CETeAC FRONT YARD 118-500-273-200 PHASE 1 = 27 LOTS 0w PHASE 2 = 31 LOTS' EXISTING ZONING PHASE 3 = 39 LOTS A-1 AND A-2 PHASE 4 = 20 LOTS AGRICULTURAL � `EXISTING HOME LOT: L7, B6, 2ND ADDN PROPOSED ZONING 2 RESIDENTIAL SINGLE FAMILY PROJECT DENSITY R-4 R-4 LOT DETAIL 1st L1, B14th L1-L3, 81 GROSS DENSITY: 1.34 LOTS/AC 1st Lt -L15, B2 4th L1 -L7, B3 (TOTAL LOTS / GROSS AREA) 1st Ll -L11, B3 4th L5, B4 (117 / 67.09) 2nd L1-L4, B1 RR4A NET DENSITY: 2.45 LOTS/AC 2nd L1 -L4, B2 3rd L1, 81 (TOTAL LOTS / NET AREA) 2nd L1-1_11, B3 3rd L1 -L11, 86 (NEI AREA = GROSS AREA LESS R/W AND OUTLOTS) 2nd LI -L4, B4 4th L1-L4, 82 (117 / 47.62) 2nd Li -L7, B5 4th Lt -L4, B4 3 2nd L1, B6 MINIMUM LOT REQUIREMENTS 3rd L2-L4, B1 R-4 LOT MINIMUMS: 3rd L1-L5, B2 LOT AREA 12,000 SF 3rd L1 -L13, B3 3rd L1-L5, B4 LOT WIDTH -INTERIOR 75 FEET 3rd L1, B5 LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET MAX BUILDING COVERAGE 30% GROSS AREA 87.09 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LENGTH 8,375 FT LOT WIDTH -CORNER 130 FEET = LOT DEPTH 150 FEET ' AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30% ODEAN AVE., AND 70TH ST.) a • ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH II � u 33 .SF t 10 A r w r I J •U h^ t!t 1n N n 1` �\ oEVNrAtEn Nc,w+o �, \�BOIANVRr 40,6 _ c°A°SaAtcNc ro Rauw Ensue / i au,&'x ROOF / � QLV.=57J,7 O ''AA IKEN r WETLAND DELINEATION INFORMATIO14 PROVIDED BY: AG WETLAND SERVICES, INC. P.O. BOX 82 KIMBALL, MN 55353 4' I 5' I 7' 28 B - B 16' ti I SLOPE 1 /s" .� 7u LUN ASEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE +•>• APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH 7YPIC4L STREET SECOVY nn crus °Eu��O.V'OPRY 4018 1 I 1 I I I 1� LEGEND Existing Tree Line ----- Existing Wetland 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 Gutter Proposed 5' Wide Sidewalk Drainage and Willy easements are shown thus: 5 i------------ -i Being 10.00 feet in width, unless otherwise indicated, and odjaining lot lines, and 10.00 feet in width, unless otherwise indicated, and adjoining right-cf-woy lines as shown an the plot. �15E7U.':0 BUFFER 6MLRNlD BUFFER , 4ol£e 1ip OUTLOTA 3rd 1,076,781 SF -7a Al \ �1 \ \ 777" MATCH LINE Sheets C1.2 / C1.4 \. 'STORM WATER \ BASIN \ _UTyCT C I� PAGE LAYOUT: CLIENT. VHF INVESTMENTS, C1.1 C1.2 LLC C1.3 C1.4 1450543rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN C1.5 C 1.6 (763) 238-1610 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): INH, 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 X93 a I g A �l I ms1Ha ma I� z li C 5 - II 4_ TOP fx 30' CUP a&=870.3 0 50 100 150 GRAPHIC SCALE IN FEET PROJECT LOCATION PART OF SE1 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. N 89'44' 15' N' ---- 491.94---- X93 91.94 --- TOP OF 30' QIP ELEJ.=870.4 F- V PROJECT LOCATION PLAN C1.0 3 v! REAR 1.01- .01 ESETBACK PRELIMINARY PLAT O ''AA IKEN _K CETeAC FRONT YARD 35 FT 'guW 0w SIDE R/W 35 FT UJ IL _ to' SIDE INTERNAL 10 FT � REAR YARD 20 FT 2 FROM LOTLINE ARTERIAL R/W 65 FT LOT DETAIL o a. 28 B - B 16' ti I SLOPE 1 /s" .� 7u LUN ASEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE +•>• APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH 7YPIC4L STREET SECOVY nn crus °Eu��O.V'OPRY 4018 1 I 1 I I I 1� LEGEND Existing Tree Line ----- Existing Wetland 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 Gutter Proposed 5' Wide Sidewalk Drainage and Willy easements are shown thus: 5 i------------ -i Being 10.00 feet in width, unless otherwise indicated, and odjaining lot lines, and 10.00 feet in width, unless otherwise indicated, and adjoining right-cf-woy lines as shown an the plot. �15E7U.':0 BUFFER 6MLRNlD BUFFER , 4ol£e 1ip OUTLOTA 3rd 1,076,781 SF -7a Al \ �1 \ \ 777" MATCH LINE Sheets C1.2 / C1.4 \. 'STORM WATER \ BASIN \ _UTyCT C I� PAGE LAYOUT: CLIENT. VHF INVESTMENTS, C1.1 C1.2 LLC C1.3 C1.4 1450543rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN C1.5 C 1.6 (763) 238-1610 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): INH, 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 X93 a I g A �l I ms1Ha ma I� z li C 5 - II 4_ TOP fx 30' CUP a&=870.3 0 50 100 150 GRAPHIC SCALE IN FEET PROJECT LOCATION PART OF SE1 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. N 89'44' 15' N' ---- 491.94---- X93 91.94 --- TOP OF 30' QIP ELEJ.=870.4 F- V PROJECT LOCATION PLAN C1.0 3 v! a PRELIMINARY PLAT O ''AA IKEN C3.1 -C3.7 IL n NN 'guW 0w ° a UJ IL C7.1 -C7.3 W WtW., 2 X. �e>_ np °uLo � W aoa 2 No p W ZQ o a. Q 1= t = W 0 0) W 3 c � r o PROJECT LOCATION PLAN C1.0 e`o a PRELIMINARY PLAT _�- IKEN C3.1 -C3.7 0 n NN 'guW JO' GVP �_Dy„E OF N'ATETI W 0 0.01 5 ah C DSA C7.1 -C7.3 W WtW., 2 X. �e>_ np °uLo e ¢,d�� 0 /T y�lw°Odc63 S aoa 0 �oy� FF ro R E3 t 3 a a II � u �u Z 5� INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT _�- GRADING AND DRAINAGE PLANS C3.1 -C3.7 0) C4.1 -C4.7 In JO' GVP �_Dy„E OF N'ATETI STREET PROFILE PLANS C6STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS 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 FILE NO. 00715 C1.2 Preliminory Plat ,— EXISTING P.I.D. # PROPOSED LOTS 118-500-284-401 EXISTING HOME LOTS = 1 118-180-000-010 NEW HOME LOTS = 116 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS 118-500-284-200 15,564 SF 118-500-273-200 PHASE 1 = 27 LOTS DATED: FEBRUARY 12, 2019 PHASE 2 = 31 LOTS - EXISTING ZONING PHASE 3 = 39 LOTS A-1 AND A-2 PHASE 4 = 20 LOTS AGRICULTURAL C5.1-05.2 STREET PROFILE PLANS 'EXISTING HOME LOT: L1, B6, 2ND ADDN PROPOSED ZONING W RESIDENTIAL SINGLE FAMILY PROJECT DENSITY S-4-4-4 LS Bz 1st L7, 4th Ll -L3, Bl5, GROSS DENSITY: 1.34 LOTS AC _ 82 4th LI -L7, 63 1st Lt -1 L1 TOTAL LOTS / GROSS AREA) 1st L1 -L11, B3 4th L5, 84 (117 / 87.09) 2nd LI -L4, B1 RR 4A NET DENSITY: 2.45 LOTS/AC 2nd Lt -L4, 82 3rd L1, 81 (TOTAL LOTS / NET AREA) 1-1_11, B6 2nd 1_1-1_11, B3 3rd L11-1_11 , (NET AREA - GROSS AREA LESS R/W AND OUTLOTS) 2nd L1-L4, 84 4th L1-L4, 82 C1 17 / 47.82) 2nd L1 -L7, 85 4th L1-L4, B4 2nd L1, B6 MINIMUM LOT REQUIREMENTS 3rd L2-L4, B1 R-4 LOT MINIMUMS: 3rd L1-L5, B2 LOT AREA 12,000 SF 3rd L1 -L13, B3 LOT WIDTH -INTERIOR 75 FEET 3rd L1-L5, B4 3rd L1, B5 LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET GROSS AREA MAX BUILDING COVERAGE 30% 87.09 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LENGTH = 8,375 FT LOT WIDTH -CORNER 130 FEET LOT DEPTH 150 FEET AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 307. ODEAN AVE., AND 70TH ST.) ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH �olp pII J DR cae+cr- CIF ` --- --------------------------- fLOJR ------111111 N CI ELEY= I ( I- ---556 59 -- 11299 11500 11500 1 N M o m to w +o'N �. 559. 2Y 10M sea' V10`0 O � - - - - ----------- - - - - O U FILE NO. 00715 glgj ! Li, BI io, --- L2, BI µ�>„ L3, H1 'I1 2nd 17,431 SF 2nda 13, SF '-'-^s'I'e �_ 13,398 SF L398 L -----------I ' -�� ---------T toNCRErE i L-- — — I t L�,roN nR 0o R=M50 \ I .,Qgg19i EJ i - --� RT 1110E ____ 1 I TYPE MIN CITY AW I HSPS PoSi 4ASIER 2Y ICE NBA' 2Y 10'E N69. 2Y 1I -_-- -NB9' 11237 - -...�.. 73........ d . S treet 11500 n700 n, O' ,� ----•ZY 1t1�25 -- �- �- ,D'1i---- 50.9'271019 Sa9'2Y 10'N• WETLAND DELINEATION REAR LOIL,NE LEGEND INFORMATION PROVIDED BY: AG WETLAND SERVICES, INC. >' Existing Tree Line P.O. BOX 82 sneAEN KIMBALL, MN 55353 SETBACKARD 35 FT Existing Wetland Boundary FROSIDE R/W 35 FT — - Existing R/W Une 10• Pi SIDE INTERNAL 10 FT REAR YARD 20 FT ExistingEasement n ARTERIAL R/W 65 FT Existing Boundary Line FROM LOTUNE -- Proposed Street R/W LOT DETAIL Proposed Lot Line 60' z ---------- Proposed Setback y -------------------- Proposed D&U Easement 16' 28 0 - B 16' r """""""""`_""" Proposed Curb and Gutter i a 0 a Proposed 5' Wide Sidewalk SLOPE 1/3" PER FT. 2% MIN. Drainage and utgity easements ore shown thus, .. ... . > SLOPE 5 SEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & 5 CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON 1 o APPROVED SUBGRADE •••• APPROVED SUBGRADE ___-___L- - , - -- - — (EITHER SIDE) ------ -D APPROVED SUBGRADE 30' WIDTH Being 10.00 feet in width, unless otherwise indicated, and adjoining lot lines, and 10.00 feet in width, unless otherwise indicated, TYPICAL STREET SECTION and adjoining right-of-woy lines as shown F'0 scuE on the plot. u,7 i �'� ' MATCH LINE Sheets C1.1 / C1.3 L_ C� i 1 i( N99' 13' 90'E Nag' 23' 97E NB9' 2Y OD'E N89' 23' 00'E C> � V� I 1 1 90.24 76M -__TLa-_—_-____ _ RYI— -------- ____� ,_4-_ Na9'23'00'E Ne9'23'00'E t ,i L�99.10. R-193aao I—Ne9=93' I 44 V rt NB9' 23'100'6 �__—__— X 93Za ZF L4, B I 2nd 15,627 SF -� -- --- Sa9'2Y 101' ' —______-__________—_� -5B9I-_-____—____-___-______�-_____-____— I r -- - Q) , I o-2aq. R�_liin Z j l' L -ams, R.{a00 i I I emmnn I f , Q i -----------I « H r —7- Ll, B2 L2, B2 L3, B2 j n I L4, B2 j 121 ,Z z j 2nd I'A. I 2nd $' 2nd R1 2nd iyls �� sl 8 17,256 SF - 13,400 SF I 13,400 SF I j 15,771 SF _1aa I I C ---I------�I L ----J gl n NB9' YY WE Y Na9' 22' WE NB9' 22' ,0'E WE I 150.63 115oo n5oo S �'+3 N 89-22'10- E I0L ------------------------------i— — — -- I I I Ic II IC 1 ------------ LI, B3 I L2, B3 2nd 2nd 18,269 SF - 16,052 SF =47. R -1S00 25 1-1970.00 Nay' 31' n M4t2Ui_____-_________- -- N�-+-E� -- _L3, q' L4, H3 B3 j ' I 2nd 2nd 1 15,069 SF 15,564 SF M WRIGHT COUNTY, MINNESOTA. DATED: FEBRUARY 12, 2019 _ 1 BENCHMARKS (PROVIDED BY OTSEGO CITY Z W ENGINEER, HAKANSON ANDERSON, INC. . MIN CnY NA \ sR�rIL� -NBS' A099a2.aRr2a —_r-:-- C5.1-05.2 STREET PROFILE PLANS 4779 Jz - 10. - - _ Ia41 ----- __ _--_, ___. PAGE LAYOUT: C1.1 C1.2 C1.3 C1.4 C1.5 C1.6 0 50 100 150 C1.7 GRAPHIC SCALE IN FEET SURVEY DATA PROJECT LOCATION SURVEY INFORMATION PROVIDED BY: PART OF SE4 OF SECTION 28, TOWNSHIP 121, MEYER ROHLIN LAND SERVICES RANGE 23, AND 708 1st AVENUE NE PART OF SWI OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 RANGE 23, M WRIGHT COUNTY, MINNESOTA. DATED: FEBRUARY 12, 2019 _ 1 BENCHMARKS (PROVIDED BY OTSEGO CITY Z W ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION NGVD 29 DATUM): C5.1-05.2 STREET PROFILE PLANS SEE SURVEY. TNH, EAST SIDE OF ODELL LANE, 1ST W HYDRANT N OF 75TH ST., ELEV=928.00 j (� C7 .1 -C7.3 DETAILS RR SPIKE IN PP, NW QUADRANT OF OGREN LS Bz AVENUE AND CO RD 38, ELEV=948.06 MO ---- 0 I ------------ — I ---1'----------------J 2 - N89'2Y 00'E, III N99'2Y_0_D� III ' N89'23 E i 111 —__—ner�]6.2� N L5, B3 2nd 14,861 SF �.6� 569' 2J' We e<01 atK -"-"- e. s L3, B4 R I L4,B4 LI, H4 1 i A j L2nd4 h I 14,519 SF 2ndI i I 15,699 SF j 14,544 SF, i 13773 SF , it ,I ��7T111; ' —— ---- i i — -- ----y2-- ------------ �1% I MATCH LINE Sheets C1.3 / C1.5 I I I L4, Bl 3rd 16,458 SF 71 -$Fd, 41L6 B3 Ri/�7, B3 j^ � L8, B3 14,850 SIF ! - .I 14,850 SF f j 14,850 SF I 1` L------------------ - - - - �_ - --- I---- --- NBA' 2V OSE_ N_ Is BB'E saw— . 0.00 Vm �. �...F. -- -- -- i� i N , ^ SBB' 23' 00'W 5a9 N e t W S -a,-23.99 15aD---------------- r-_----- '_._'--_� 1 I I I I ' O , g� I �I I 8I j LI, BS I i ! 2nd 13,465 SF i 12, ..". =1 �; i ----------- --� C — — _J , e%e LI, H3 I l t a e I w so 12,015 SF I • S0 FT 1110E _'__--------� m'r----------- I i o E S g18 I j L2, H3 j g 3rd 12,015 SF i INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 CO PROJECT LOCATION PLAN W O Q0 P. H 8 C1.0 OVERALL LAYOUT AND PHASING PLAN covQ (L G N O, C1.1 -C1.7 PRELIMINARY PLAT B9 _i °1'78 9{ M _ C2.1 -C2.7 GRADING AND DRAINAGE PLANS I C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS LU _ 1 _ Z W ° C4.1 -C4.7 STORM SEWER UTILITY PLANS Z U3 C5.1-05.2 STREET PROFILE PLANS W W Ito c I C6 STORM WATER POLLUTION PREY. PLAN W I Ikl$ j (� C7 .1 -C7.3 DETAILS u Bz LS Bz CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 a 0 0 W O Q0 P. H 8 A U, a N covQ (L G N O, 1y�, (=7 LU M F- Q LU . ° Z W ObdC 3 Z U3 W W Ito c O a W Z O IL QP MO 2W 0 UJ W 0 2 a 0 0 Q0 P. H 8 A U, a N N � G N O, 1y�, n DN �...45 . ° ObdC 3 '�7 '"jWa U3 a � t EJB _ ID N i MO Y V 0 J 11 � C �olp pII ------111111 N CI U) N M o m to w 3. m Pu O � U C1 O U FILE NO. 00715 C1.3 Plat EXISTING P.I.D. #S PROPOSED LOTS 118-500-284-401 EXISTING HOME LOTS = 1 118-180-000-010 NEW HOME LOTS = 116 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS 118-500-284-200 .........�...._...•••............� tOn� r....v- ------------ y.- ... .................... ...-.. f' 40 Z 1 M.OB m-�-�°O • ' ------ seg. aJ' ao'w seg• 7.J' oow - 118-500-273-200 PHASE 1 = 27 LOTS ----� , PHASE 2 = 31 LOTS* EXISTING ZONING PHASE 3 = 39 LOTS A-1 AND A-2 PHASE 4 = 20 LOTS AGRICULTURAL I L2, B5 igi 8 I L3, B5 1 *EXISTING HOME LOT: L1, B6, 2ND ADDN PROPOSED ZONING h 12,217 SIP RESIDENTIAL SINGLE FAMILY PROJECT DENSITY B-4 DETAILS 1st L1, B14th L1-L3, B1 GROSS DENSITY: 1.34 LOTS/AC 1st L1 -L15, 82 4th L1-1.7, B3 (TOTAL LOTS / GROSS AREA) 1st L7-1.11, B3 4th L5, 84 (117 / 87.09) 2nd L7 -L4, B1 R -4A NET DENSITY: 2.45 LOTS/AC 2nd L1-L4, B2 3rd L1, B1 (TOTAL LOTS /NET AREA) 2nd L1 -L11, B3 3rd L1 -L11, B6 (NET AREA - GROSS AREA LESS R/W AND OUTLOTS) 2nd L1-L4, B4 4th L1-L4, B2 (117 / 47.82) 2nd L1 -L7, B5 4th L1-L4, B4 2nd Lt, B6 MINIMUM LOT REQUIREMENTS 3rd L2-L4, 131 R-4 LOT MINIMUMS: 3rd 1_1-L5, B2 LOT AREA 12,000 SF 3rd L1 -L13, B3 LOT WIDTH -INTERIOR 75 FEET 3rd L1-L5, B4 LOT WIDTH -CORNER 100 FEET 3rd L1, B5 LOT DEPTH 100 FEET GROSS AREA MAX BUILDING COVERAGE 30% 87.09 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LENGTH = 8,375 FT LOT WIDTH -CORNER 130 FEET LOT DEPTH 150 FEET AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30% ODEAN AVE., AND 70TH ST.) 135 FEET NT OTO OPEN SPACE REQEST DE DUE EXISTING PEARCEL 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH I MATCH LINE Sheets C1.1 / C1.4 - - 8 8 LII, B3 L8, B3 1g2nd(I L9, B3 LIO, B3 eI 2nd 14,850 SF ( i 14,850 SF 16,367 SF 2n, 2nd�' l �' 17'229 SF Q` 1 �t. ILte9oX aasnR ilA MIH 41Y ANO I�1 C48x01 IaGTION AIA ' IISPB rosr uAsrar ,�J 1 ( eIP�' EMNk � 60 fT MCE , ' O V i Q ' , ,___-__ _._ - {g•E { Ir7203, R.520.80 ---1 Het' 26-- •-------------� - - �6M _ 708 1st AVENUE NE --- BUFFALO, MN 55313 _ °°t$_ sece 45 �..-..73rd Street .-..a+-• .... .........�...._...•••............� tOn� r....v- ------------ y.- ... .................... ...-.. f' 40 Z 1 M.OB m-�-�°O • ' ------ seg. aJ' ao'w seg• 7.J' oow - 1 1 r ----� , Tre9•-zr'Edc - ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION NGVD 29 DATUM): L5,135 .0a 1 I L2, B5 igi 8 I L3, B5 1 ( 81 L4, B5 430 SF ' 2nd ;1 13, 1 h 12,217 SIP A 2nd 12,150 SF 1t 131661 �JJ DETAILS C M-2 YeY TQ i W F "- -----Me9-2Yroo'c---' - ---Ne9•�YOO•E----- -, •--------,1616 �g 2B a•w M u r STORM WATER OUTLOTA 3Rd BASIN 75,479 SF 1.73 AC \ MATCH LINE Sheets C1.4 / C1.5 --- -r-- lo.o- t3 � -- - - ------ L5,93 I e I L6, B3 I$ R I L1B3 I g 8 l L8, B3 WETLAND DELINEATION " RFAR LaTUHE LEGEND INFORMATIO14 PROVIDED BY: AG WETLAND SERVICES, INC. Existing Tree Line P.O. BOX 82 SETBACK KIMBALL, MN 55353 $E. BACK - - - - Existing Wetlond Boundary FRONT YARD 35 FT SIDE R/W 35 FT - - - - Existing R/W Line 10• SIDE INTERNAL 10 FT REAR YARD 20 FT - --- Existing Easement ARTERIAL R/W 65 FT Existing Boundary Line FROM LOTURE -- Proposed Street R/W LOT DETAIL Proposed Lot Line 60' z --------- Proposed Setback J ---- --------------------- Proposed D&U Easement 16' 28 B - B 16' a Proposed Curb and Gutter 0 a Proposed 5' Wide Sidewalk I SLOPE 1/31' PER FT 2% MIN. Drainage and utility easements are shown thus: SLOPE SEE PLATE 704 5 4" THICK, 5' WIDE CONCRETE CURB & 5 CONCRETE SIDEWALK ONo A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE•»»> o APPROVED SUBGRADE EITHER SIDE C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH Being 10.00 feet in width, unless otherwise Indicated, and adjoining lot lines, and 10.00 feet in width, unless otherwise indicated, 71PIC4t STREET SECTION and adjoining right-of-way lines as shown Atl scaE on the plot. I ' r1ScaHnEE - _____ T! - A----E=he=tsC1=�C1= N - - - __-__-01. - -_ _ ____--• 937.0 To X t �µ '' rwsnuc i Roca _�' ' ^ QE1/=313.]. '•\ �` oswa 7 �\ xousE ro �1r •tl (1�y-'l-?d7.00�� R-2Tnoo N �.ap `m •_GfCKK n a'd IN FJOG µms ea REV \ OO \ REV. TINK \. 1. �2 •''4 101" �' ;`t\�K 'U. Q � / / • i IY'' � �./-'/ 00 �an RKIE / / O 'c E5 w. ,�♦eft, '� • - � O£ LC' . - :r'�.��-- � j � % %: �} j ��� �/ � \ � '6♦'0 -/.5/ ••'°, �,-�'"_ \ TPS /ice �/ { �/ ' •,\ `�`k\ �•.� ''• \� �`� ' i - /• � is i es�J �� / < ` v /i ` `, uueox ausmc •�`i.•P P/i}'9.�' � \ ♦ ., � ; � caewu Iou1KW Ano ,,, a a /i-' a`% . I '•.� • TfPE MIR CITY N.e 6`/ �29s'�dIJ % � % `\\ ♦,Tb.�usys PoST uAsrtR N,� q, ''\ 4s� !' %/ `, \ ♦ MATCH LINE Sheets C1.4 / C1.6 R=s10.0a I6H `'� \.,\j % �� ''\ ` •.\ '•.' •\` : ice:%-_-,_-..- . rAt''---� 7� �° � �./- '�-- - �?8�a 9 ---�/ �i'�� - �--- i'`- --~`:. •moo '�- _� ---� ---- � { �,, \ � �< 8?sem /y�� �/\ .\,\ �` .fit •\ \\' '\ �°"� /: % 8]0.00 121 1 1 B3 I i. 8 I L 10,�B3 \ \ $'o.� ``� �•' ,rj�9 ! L.1n.eA `siva\ % 2 �w PAGE LAYOUT. C1.1 C1.2 C1.3 C1.4 C1.5 C1.6 0 50 100 150 C1,7 GRAPHIC SCALE IN FEET SURVEY DATA PROJECT LOCATION SURVEY INFORMATION PROVIDED BY: PART OF SEJ OF SECTION 28, TOWNSHIP 121, MEYER ROHLIN LAND SERVICES RANGE 23, AND 708 1st AVENUE NE PART OF SWJ OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 RANGE 23, �- - WRIGHT COUNTY, MINNESOTA. DATED: FEBRUARY 12, 2019 PRELIMINARY PLAT ENCHMARKS PROVIDED BY OTSEGO CITY eLU ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION NGVD 29 DATUM): Q C3.1 -C3.7 C4.1 -C4.7 C5.1-05.2 SEE SURVEY. TN H, EAST SIDE OF ODELL LANE, 1ST LLL W (/� HYDRANT N OF 75TH ST., ELEV=928.00 STORM WATER POLLUTION PREV. PLAN RR SPIKE IN PP, NW QUADRANT OF OGREN O AVENUE AND CO RD 38, ELEV=948.06 DETAILS 2M WATER BASIN �I PElNGIEO NEIWA eDl.1101W 2018 I I I 1 INDEX OF CIVIL SITE DRAWINGS: -^-'-'-' CO PROJECT LOCATION PLAN p?p g C1.0 OVERALL LAYOUT AND PHASING PLAN �- - - _-- C1.1 -C1.7 PRELIMINARY PLAT LU it eLU C2.1 -C2.7 GRADING AND DRAINAGE PLANS a Q C3.1 -C3.7 C4.1 -C4.7 C5.1-05.2 SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS STREET PROFILE PLANS » LLL W (/� C6 STORM WATER POLLUTION PREV. PLAN ZQ O C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, PAN 55446 HENRY HANSEN (763)238-1610 a Y o � LU 3 p?p g �C a VI .4(14 N I;bN�O p•¢Q LU M $ h Mt a LU it eLU 2 Nfit lwaxos 003 Q rE�v'Ui LLL W (/� O a W ZQ O a N C M-2 YeY TQ i W W M u r a Y o � p?p g N IwzL)Ci VI .4(14 N I;bN�O p•¢Q ��O Rg11 � �i' rJ 4:1 IO1m Ob> o0 un3 Qo,� P Nfit lwaxos 003 rE�v'Ui w ��C O C M-2 YeY u r � II � e � of ly rn p co p co 10 m 10 ED pp W W 3 � U 0 o O V FILE NO. 00715 C1.4 Preliminary Plat EXISTING P.I.D. #S PROPOSED LOTS 118-500-284-401 EXISTING HOME LOTS = 1 118-180-000-010 NEW HOME LOTS = 116 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS 118-500-284-200 13100 118-500-273-200 PHASE 1 = 27 LOTS AG WETLAND SERVICES, INC. PHASE 2 = 31 LOTS* EXISTING ZONING PHASE 3 = 39 LOTS A-1 AND A-2 PHASE 4 = 20 LOTS AGRICULTURAL , CCNLREIE i KIMBALL, MN 55353 'EXISTING HOME LOT: L7, B6, 2ND ADDN PROPOSED ZONING i 1$r , I RESIDENTIAL SINGLE FAMILY PROJECT DENSITY RR=4 35 FT 1stL1, 131 4th L1-L3, B1 GROSS DENSITY: 1.34 LOTS/AC 1st L1 -L15, B2 4th Lt -L7, 63 (TOTAL LOTS / GROSS AREA) 1st 1-1-1-71, B3 4th L5, B4 (117 / 67.09) 2nd 1-1-1-4, B1 R -4A NET DENSITY: 2.45 LOTS/AC 2nd 1-1-1-4, B2 3rd L1, 81 (TOTAL LOTS / NET AREA) 2nd 1-7-1-11, 83 3rd 11-111, B6 (NET AREA = GROSS AREA LESS R/W AND OUTIATS) 2nd 1-1-1-4, B4 4th L1-L4, B2 (117 / 47,62) 2nd L1 -L7, B5 4th 1-1-1-4, B4 65 FT 2nd Li, B6 MINIMUM LOT REQUIREMENTS 3rd L2-L4, Bt R-4 LOT MINIMUMS: 3rd L1-L5, B2 LOT AREA 12,000 SF 3rd 11-113, B3 LOT WIDTH -INTERIOR 75 FEET 3rd 1-1-1-5, B4 LOT WIDTH -CORNER 100 FEET 3rd L7, B5 LOT DEPTH 100 FEET GROSS AREA MAX BUILDING COVERAGE 30% 87.09 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LENGTH = 8,375 FT LOT WIDTH -CORNER 130 FEET AREA = 12.82 AC (INCLUDES 75TH ST., LOT DEPTH 150 FEET MAX BUILDING COVERAGE 30% ODEAN AVE., AND 70TH ST.) * ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH ----- C5.1-05.2 STREET PROFILE PLANS Ir C6 STORM WATER POLLUTION PREY. PLAN I SIJ I I I � � I I I x� FB9=22'-1e'Y__ p p N N m In O mm .9' L4, BI 3rd I I s,� , { 16,458 SF I I $I i I oIh L3, B I 3rd 15,912 SF --L2, Bl 3rd 15,902 SF I 1 Ll,B I I sl 3rd 20,765 SF { S 89-22'10'* W ---742.03--- �T LI, B2 b 3rd Iix� I 13,504 SF WETLAND DELINEATION O -rz1.'LE wsrs 11196 fasao 11400 131 ...__ _ _-_ ........ _.... _ IN. m Is 72nd Lane t RFAR LOILINE I L=929.6 ♦J7� V, 0t=427.) 119.76 INFORMATION PROVIDED BY: 13100 I,-_\ vo nT PAEUENTv� I DiT1N5- g7DER PALE a91DA'r 7771 i I PV(L"7G I E I. 11 2Dr4 __) / 4 I 1 E� { : AG WETLAND SERVICES, INC. W ;�= CLIISinti P.O. BOX 82 sETeAcx 12,150SF , CCNLREIE i KIMBALL, MN 55353 W SEfBAC i 1$r , I , r SO FT FAE I � ! FRONT YARD 35 FT a I L2, B6 18 yi a L3, B6 i SIDE R/W 35 FT 3rd i 18,099 SF _ 10• SIDE INTERNAL 10 FT I I L - - - I REAR YARD 20 FT - - 1g FRONT ARTERIAL R/W 65 FT 3 LOIIINE LOT DETAIL 60'zi Z ... z 16' - - 28 B - B 16' _1=�-_ 599' 2Y -- .-_____-- ----- CL a W 0 a C4.1 -C4.7 STORM SEWER UTILITY PLANS a 4" THICK, 5' WIDE =SEE PLATE 704 CONCRETE CURB do CONCRETE SIDEWALK ON * A & 8 BITUMINOUS MAT GUTTER PLACED APPROVED SUBGRADE*** APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH 7YP1GL STREET SECTION ,T8 scvr MATCH LINE Sheets C1.3 / C1.5 I L2, B2 I I L3, B2 3rd 3rd 12,144 SF Ib- 12,146 SF L4, BB2 g S I L5, B2 3rd F R 3rd 12,384 SF 1 e - 1 13,518 SF O: 1 L=ZSI6. R=1500 __- , ].i =1866 1` ebN»Or i]It ,.-.- ) i Ne9' 23' WE Ne9' 2Y 00'E Ne9' 23' WE Ne9' 1.7 00'E Ne9' st 5410 90.00 90.00 97.75 5494-=- -rz1.'LE wsrs 11196 fasao 11400 131 ...__ _ _-_ ........ _.... _ IN. m Is 72nd Lane t L7, B6 3rd 18,225 SF m - -- I L=929.6 ♦J7� V, 0t=427.) 119.76 ,8800=- 13100 I,-_\ vo nT PAEUENTv� I DiT1N5- g7DER PALE a91DA'r 7771 i I PV(L"7G I E I. 11 2Dr4 __) / 4 I 1 E� { : _.�_._�...._''aw W ;�= CLIISinti a_ L=21688 1=1.00 i 12,150SF , CCNLREIE i ------------ W 4N190x CLU51a0 � EOIFlRYL�1)�N(D i 1$r , I , r SO FT FAE I � ! 5 1 asps rosr wsrER LI, B6 1 a I L2, B6 18 yi a L3, B6 i I Lard 6 � 3rd i 18,099 SF I 18,225 SF h I 18,225 SF 1 I i 18,225 SF I I L - - - I i L - ----- - - J ( L - - - ------J I-- - - _ zo9.w -'L_, --- -rz1.'LE wsrs 11196 fasao 11400 131 4 t L7, B6 3rd 18,225 SF m - -- I L=929.6 ♦J7� V, 0t=427.) r� Acrnr,r) r 13100 I,-_\ vo nT PAEUENTv� I DiT1N5- g7DER PALE a91DA'r 7771 i I PV(L"7G I E I. 11 2Dr4 __) / 4 I 1 � j -4<i S G _.�_._�...._''aw W 3 ^I I tD 13,173 SF a_ $' z 12,150SF 3rd i 150 SF ------------ W ✓1�J I I 1 ---------� Lt In ------- 1 5 , { jl ----------- T I 1 � Ld I I 1 -----� --------------- -------- - - Ne9' 23' OOi I C) 1 1 I I II II 1 1 LEGEND PAGE LAYOUT: Existing Tree Line C1. 1C1.2 ---- Existing Wetiond Boundary Existing R/W Line C1.3 C1.4 -- Existing Easement Existing Boundary Line C1.5 C1.6 -- Proposed Street R/W Proposed Lot Line 0 50 100 150 -'------- Proposed Setback C1.7 GRAPHIC SCALE IN FEET -------------------- Proposed D&U Easement '-•""""""""""'•• Proposed Curb and Gutter SURVEY DATA PROJECT LOCATION Proposed 5' Wide Sidewalk SURVEY INFORMATION PROVIDED BY: PART OF SEI OF SECTION 28, TOWNSHIP 121, Drainage and utility easements are shown thus. MEYER ROHLIN LAND SERVICES RANGE 23, AND 708 1s1 AVENUE NE PART OF SW1 OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 RANGE 23, 5 DATED: FEBRUARY 12, 2019 WRIGHT COUNTY, MINNESOTA. BENCHMARKS (PROVIDED BY OTSEGO CITY ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION -- ----------------------'-'- NGVD 29 DATUM): SEE SURVEY. Being 10.00 feet in width, unless otherwise TNH, EAST SIDE OF ODELL LANE, 1ST indicated, and adjoining lot lines, and 10.00 HYDRANT N OF 75TH ST., ELEV=928.00 feet in width, unless otherwise indicated, RR SPIKE IN PP, NW QUADRANT OF OGREN and adjoining right-of-way lines as shown on the plat. AVENUE AND CO RD 38, ELEV=948.06 a1 vl N, V, vvr1I"N, X/ I I I OLTT'LOTA BASIN F3rd 3s L2, B3 8 \ S < 7ii3AC MATCH LINE Sheets C1.4 / C1.5 12,015 SF I I ....Y. Y. Y. ��� \•.\ Seg' 23' 00'w P X 20 J L3, B3 9 2 3rd sas' e' _ 12,015 SF _ _ 91.12 9500 97.56 _0A 9500 '---------,3100---___-_--- ___-__-9e9•zaa9yr-___________ I I I L4, D3 I L5, B318 I L6, B3 3rd�I 3rd ,81 3rd aoNc ITE 13,453 SF $ I 12,225 SF r I 12 150 SF , /rsnEleux ' I �- NW 2YW0 _---�e9'E nE--L-Ne9'23.00'E- ,20.13 90.00 6r.- - -'I - - - - -I 0.0 --T-----I ---T-----Sy-.23-06- --- 8 1 .- -10.9 W I $ L---------- -_.�..._....�,NeY.9Y. { t L7, B6 3rd 18,225 SF m - -- k L8, B6 I 3rd I I 18,225 SF e.0-1 ' F i 1� I ----1642.38--- 13100 L7,133Sg ,um _.�_._�...._''aw LS,R3 I 3 ^I I tD 13,173 SF a_ $' z 12,150SF 3rd i 150 SF ------------ I s ---------� Lt In ------- 1 5 , { jl I � L3 I -----� --------------- -------- - - Ne9' 23' OOi -- .__ - N __. _'_ .0 69 2 ---- `-- N Y . -- ---- OLE. 87.58 90.00 w ' � 90.00 3 R-.....�.........._..�......- u.=.-..__� Z ... __� ---- -_______u _1=�-_ 599' 2Y -- .-_____-- ----- r 8 1 .- Y L5, B6 3rd 1 r I 18,225 SF - ----- _-__-__�,e9•2]`OD'E-__- _-_ W I $ L---------- -_.�..._....�,NeY.9Y. L6, B6 8 3rd !Ml 18,225 SF I i , - ----- - _ _-__-_ h I tn� 76 I • =� L7, B6 3rd 18,225 SF m - -- k L8, B6 I 3rd I I 18,225 SF e.0-1 ' F i 1� I ----1642.38--- 13100 ° ,um _.�_._�...._''aw _.._...---•-....-......--._...._..-__��_.-..._.._,.....- N 89'23'00" E I a_ _ L.--^^'___.-___.���� LU . _,.... I s E'11�1�5 I ZQ 1 5 , { jl I � L3 I INDEX OF CIVIL SITE DRAWINGS: M CO PROJECT LOCATION PLAN 3 C1.0 OVERALL LAYOUT AND PHASING PLAN 11 r Ir P C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS W C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS hplEl C4.1 -C4.7 STORM SEWER UTILITY PLANS II 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)238-1610 F- V 7 o E ''AA W tr IL p ej "o"o o �E�E ui ° a W tL C a_ Q LU 111 W Q b W ZQ O Q = LU ll1 L3 0) W M c Y ° o E W p ej "o"o o �E�E r � zglmma"> e x y�pn� K° F V�IW°door s m °o; a_ ,E,pa p e/J N 3 11 r Ir P W hplEl II x� rn p p N N m In O mm c, W 3 O � O U U FILE NO. 00715 C1.S EXISTING P.I.D. #S PROPOSED LOTS 118-500-284-401 EXISTING HOME LOTS = 1 118-180-000-010 NEW HOME LOTS = 116 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS 118-500-284-200 i a5P5 FOS' lu5 118-500-273-200 PHASE 1 = 27 LOTS L3rd6 PHASE 2 = 31 LOTS* EXISTING ZONING PHASE 3 = 39 LOTS A-1 AND A-2 PHASE 4 = 20 LOTS AGRICULTURAL j 18,229 SF 35 FT *EXISTING HOME LOT: L1, B6, 2ND ADDN PROPOSED ZONING SIDE INTERNAL RESIDENTIAL SINGLE FAMILY PROJECT DENSITY 13-4 RR4 REAR YARD 1st L1, BI 4th Lt -L3, Bt GROSS DENSITY: 1.34 LOTS/AC let Lt -L15, B2 4th Ll -L7, B3 (TOTAL LOTS / GROSS AREA) 1st L1 -L11, 83 4th L5, 84 (117 / 87.09) 2nd L1-L4, B1 RR4A NET DENSITY: 2.45 LOTS/AC 2nd L1-L4, B2 3rd L1, 81(TOTAL LOTS / NET AREA) 2nd Ll -L11, B3 3rd Ll -L11, B6 (NET AREA = GROSS AREA LESS R/W AND OUTLOTS) 2nd L1-L4, B4 4th L1-L4, B2 (117 / 47.82) 2nd L1 -L7, B5 4th L1-L4, B4 2nd L1, B6 MINIMUM LOT REQUIREMENTS 3rd L2-L4, BI R-4 LOT MINIMUMS: 3rd L1-L5, B2 3rd Lt -L13, B3 LOT AREA 12,000 SF 3rd L1-L5, 84 LOT WIDTH -INTERIOR 75 FEET 3rd Li, B5 LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET GROSS AREA MAX BUILDING COVERAGE 30% 87.09 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LENGTH = 8,375 FT LOT WIDTH -CORNER 130 FEET AREA = 12.82 AC (INCLUDES 75TH ST., LOT DEPTH 150 FEET MAX BUILDING COVERAGE 309 ODEAN AVE., AND 70TH ST.) * ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH Iii 9� / A--/ lU 1-611 10 WETLAND DELINEATION INFORMATION PROVIDED BY: AG WETLAND SERVICES, INC. P.O. BOX 82 KIMBALL, MN 55353 4' . 5' , 7' 589' 23' 00'N -- 589' 23' W'W eb10 / I tq �lE L-19.87. BUFFALO, MN 55313 i a5P5 FOS' lu5 so WDE I L3rd6 L13rd 4.10.`RZ57paW11 e�, ^•:.1 y� )3� 1= 01,785 SIF Z 6 1 18,225 SF j j 18,229 SF WETLAND DELINEATION INFORMATION PROVIDED BY: AG WETLAND SERVICES, INC. P.O. BOX 82 KIMBALL, MN 55353 4' . 5' , 7' 1 ,, �y Y MEYER ROHLIN LAND SERVICES eb10 / PART OF SWj OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 it - SETBACK / - - - - - 1 d b 4.10.`RZ57paW11 e�, ^•:.1 FRONT YARD 35 FT 1= 01,785 SIF Z NGVD 29 DATUM): SIDE R/W 35 FT SEE SURVEY. to• 7i SIDE INTERNAL 10 FT W ZQ REAR YARD 20 FT 1�.-e8.0�). gyp( Sxiao 14, '_ F J-1 M FRONT LOTDNE 9 65 FT LOT DETAIL /• W M / WETLAND DELINEATION INFORMATION PROVIDED BY: AG WETLAND SERVICES, INC. P.O. BOX 82 KIMBALL, MN 55353 4' . 5' , 7' 28B -B 4 1/3" pro R 1 2% 16' SEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE*4** APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH TYPICAL STREET SECTION Aa scut MATCH LINE Sheets C1.4 / C1.6%1 1PP LEGEND ...`.._ _ Existing Tree Line ----- Existing Wetland 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 Gutter Proposed 5' Wide Sidewalk Drainage and utility easements are shown thus: 5 ------�-- ---- --- ----------- - 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. 1 ,, �y Y MEYER ROHLIN LAND SERVICES eb10 REAR LOTU1 E PART OF SWj OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 it - SETBACK CMAC - - - - - 1 d b 4.10.`RZ57paW11 e�, ^•:.1 FRONT YARD 35 FT 1= 01,785 SIF Z NGVD 29 DATUM): SIDE R/W 35 FT SEE SURVEY. to• 7i SIDE INTERNAL 10 FT W ZQ REAR YARD 20 FT 1�.-e8.0�). gyp( Sxiao 14, '_ F J-1 M FRONT LOTDNE ARTERIAL R/W 65 FT LOT DETAIL O 28B -B 4 1/3" pro R 1 2% 16' SEE PLATE 704 4" THICK, 5' WIDE CONCRETE CURB & CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE*4** APPROVED SUBGRADE (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH D APPROVED SUBGRADE 30' WIDTH TYPICAL STREET SECTION Aa scut MATCH LINE Sheets C1.4 / C1.6%1 1PP LEGEND ...`.._ _ Existing Tree Line ----- Existing Wetland 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 Gutter Proposed 5' Wide Sidewalk Drainage and utility easements are shown thus: 5 ------�-- ---- --- ----------- - 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. U N� _- - 5031 R=310.90 5 1 ,, �y Y MEYER ROHLIN LAND SERVICES eb10 708 let AVENUE NE PART OF SWj OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 it - C3.1 -C3.7 WRIGHT COUNTY, MINNESOTA. - - - - - U N� _- - 5031 R=310.90 5 1 ,, �y Y MEYER ROHLIN LAND SERVICES eb10 708 let AVENUE NE PART OF SWj OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 RANGE 23, C3.1 -C3.7 WRIGHT COUNTY, MINNESOTA. DATED: FEBRUARY 12, 2019 1 d b 4.10.`RZ57paW11 e�, ^•:.1 STREET PROFILE PLANS ENGNE RRKAKA SON ANDERSON, INC. 1= 01,785 SIF Z NGVD 29 DATUM): DETAILS W SEE SURVEY. 2 (0 b W ZQ jL No- 2J• 9ot r2-3•'_ �__-__,3,.95.-__ I I II i-__ 1�.-e8.0�). gyp( Sxiao 14, '_ F J-1 L=sn slaoHo 1 t C 1(--___ _l,ern•ao•E- -� L I I L�2SJJ 6xiOJ __-__ 20.0 I u 1 e.001NI R�- I MATCH LINE Sheets C1.6 / C1.7 b - , ------- -- - --- , _ I -1tW"2Ym'e-'------- ------- 00 I - • : --1]3------------- - -- ----- W --seaav-ooa------------ • I � g = I�.eT1mmR-,500___________-_}___. PAGE LAYOUT. [C1FTC 1.2 C1.3 C1.4 C1.5 C1.6 0 50 100 50 C1.7 GRAPHIC SCALE IN FEET SURVEY DATA PROJECT LOCATION SURVEY INFORMATION PROVIDED BY: PART OF SEJ OF SECTION 28, TOWNSHIP 121, MEYER ROHLIN LAND SERVICES RANGE 23, AND 708 let AVENUE NE PART OF SWj OF SECTION 27, TOWNSHIP 121, BUFFALO, MN 55313 RANGE 23, C3.1 -C3.7 WRIGHT COUNTY, MINNESOTA. DATED: FEBRUARY 12, 2019 STORM SEWER UTILITY PLANS BENCHMAPROVIDED BY OTSEGO CITY STREET PROFILE PLANS ENGNE RRKAKA SON ANDERSON, INC. LEGAL DESCRIPTION NGVD 29 DATUM): DETAILS W SEE SURVEY. 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 ---- 491.35--- , 3 S 89.55' 52" E o YYyyH -` X 932.0 .` p ?.G i,:£Sf/SSI;f.' S'GN 40.00 N 89.22'10'E z I it aw� �1 k� WE- • _--Ne9sJ' arc -J i -290.00---- 244.9) N 89'23'00' E .___ I I I I I I I I I I I I I 1-----------L-----------------I- -�- - 2:0 iFLSF� K°•', �' %r - 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 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 F- �.i W O CoIr 0w $ H a W_a � W 2 (0 b W ZQ 0 a Q 1- = W O W M FILE NO. 00715 C1.6 Preliminary Plat t, EXISTING P.I.D. #S PROPOSED LOTS 118-500-284-401 EXISTING HOME LOTS = 1 118-180-000-010 NEW HOME LOTS = 116 118-500-284-204 TOTAL PROPOSED LOTS = 117 LOTS 118-500-284-200 91 118-500-273-200 PHASE 1 = 27 LOTS SE 2 31 LOTS - EXISTING ZONING PHASE 3 = 39 LOTS A-1 AND A-2 PHASE 4 = 20 LOTS AGRICULTURAL , 4th '4 I 20,790 SF ti w 'EXISTING HOME LOT: L1, B6, 2ND ADDN PROPOSED ZONING S RESIDENTIAL SINGLE FAMILY PROJECT DENSITY -44 R-4 m 1st L1, B1 4th 0-0, B1 GROSS DENSITY: 1.34 LOTS/AC 1st L1 -L15, B2 4th L1 -L7, 83 (TOTAL LOTS / GROSS AREA) 1st Lt -L11, B3 4th L5, 84 (117 / 87.09) 2nd L1-L4, B1 RR4A NET DENSITY: 2.45 LOTS/AC 2nd L1-L4, B2 3rd L1, 137 (TOTAL LOTS /NET AREA) 2nd Lt -L11, B3 3rd L1, -L11 , t–L11, B6 (NET AREA = GROSS AREA LESS R/W AND OUTLOTS) 2nd L1-L4, B4 4th L1-L4, B2 (117 / 47.82) 2nd L1 -L7, B5 4th Lt -L4, B4 •• 2nd L1, B6 MINIMUM LOT REQUIREMENTS 3rd L2-L4, B1 R-4 LOT MINIMUMS: 3rd L1-L5, B2 LOT AREA 12,000 SF 3rd L1 -L13, B3 LOT WIDTH -INTERIOR 75 FEET 3rd L7 -L5, B4 3rd L1, B5 LOT WIDTH -CORNER 100 FEET LOT DEPTH 100 FEET GROSS AREA MAX BUILDING COVERAGE 30% 87.09 ACRES R -4A LOT MINIMUMS: LOT AREA 18,000 SF PUBLIC STREET 60' R/W LOT WIDTH -INTERIOR 100 FEET LENGTH = 8,375 FT LOT WIDTH -CORNER 130 FEET LOT DEPTH 150 FEET AREA = 12.82 AC (INCLUDES 75TH ST., MAX BUILDING COVERAGE 30% ODEAN AVE., AND 70TH ST.) ADJUSTMENT TO 135 FEET DEPTH OPEN SPACE REQUESTED DUE TO EXISTING PARCEL 26.45 ACRES (OUTLOTS A AND B) LIMITED DIMENSION WIDTH !I >. I i--------------------------� I I Q� � � I wxr 3Y 10-w N3W 3Y %WW cqe.. i, 1 N00. 3Y IWW Iltl \VC�;Safl1so Fr 6wEL2, B7 j� L3,B1LI, B3 1,B7 nI4th$ 4th b elAy 4th ,92 n 12,154 SIF i 13,452 SF i I r 'I9 I 13,452 SF a SF _ i I J�) I uamz ausra0e/e I CQYFlRY (DI I-� yy7,� 500' JY ID'E s00' 3Y 10'E ! �— 600' J7 IOi– 1 f �- ----- ----2: – ? 64.2) 6500 WETLAND DELINEATION " LEGEND PAGE LAYOUT: REAR LO1IlNE INFORMATION PROVIDED BY: WETLANDAG SERVICES, INC. 11 �.._.�.� Existing Tree Line P.O. C 1.1 C1.2 KIMBALL, MN 55353 sErtucx — — — — SETBACK FRONT YARD 35 FT Existing Wetland Boundary SIDE R/W 35 FT — Existing R/W Line C1.3 C1.4 ,o. - SIDE INTERNAL 10 FT „ REAR YARD 20 FTExisting Easement y ARTERIAL R/W 65 FT Existing Boundary Line C1.5 C1.6 FRONT LDTUNE -- Proposed Street R/W LOT DETAIL Proposed Lot Line 0 50 100 150 w E. 60' z—__—�----- Proposed Setback GRAPHIC SCALE IN FEET J ---- ------- ------------ Proposed DkU Easement 16' 28 B - B 16' rr a i a """""""""" """"' Proposed Curb and Gutter SURVEY DATA PROJECT LOCATION 0 a a Proposed 5' Wide Sidewalk 4' S' 7' SURVEY INFORMATION PROVIDED BY: PART OF SEJ OF SECTION 28, TOWNSHIP 127, I SLOPE 1/3" PER FT. 2% MIN. Drainage and utility easements are shown thus: MEYER ROHLIN LAND SERVICES RANGE 23, AND 708 1st AVENUE NE PART OF SW} OF SECTION 27, TOWNSHIP 121, SLOPE BUFFALO, MN 55313 RANGE 23, 5 WRIGHT COUNTY, MINNESOTA. SEE PLATE 704 DATED: FEBRUARY 72, 2019 4" THICK, 5' WIDE CONCRETE CURB & 5 CONCRETE SIDEWALK ON A & B BITUMINOUS MAT GUTTER PLACED ON o —'1 o BENCHMARKS (PROVIDED BY OTSEGO CITY APPROVED SUBGRADE ==s* APPROVED SUBGRADE ENGINEER, HAKANSON ANDERSON, INC. LEGAL DESCRIPTION (EITHER SIDE) C CLASS 5 GRAVEL BASE (MODIFIED) 29' WIDTH NGVD 29 DATUM): SEE SURVEY. Being 10.00 feet In width, unless otherwise TND, EAST SIDE O, ELEV=926.00 LANE, 1ST HYDRANT N OF 75TH ST.ST., D APPROVED SUBGRADE 30' WIDTH Indicated, and adjoining lot lines, and 10.00 TYPICAL STREET SECTION feet in width, unless otherwise indicated, and adjoining right-of-way lines as shown RR SPIKE IN PP, NW QUADRANT OF OGREN ^" scar on the plat. AVENUE AND CO RD 38, ELEV=948.06 -----------� I I C I I I I I I I 2 932.0 I I I I I I JI 9000 9400 9000 90W BD.Oa�✓ Y°Dp 10°00 Sa�� 161.60 \ NOD' 32' 10'11 N00' 3Y 10•W 1100 32 10 w �i00' 32 10'W ,,ow 3Y 10'WI 37 10'W '�i I I I ..i a `L 1 9 vi I✓ \. I I L2, B3 4th 12, 150 SF vnia n y 1 �m �� _e........... j Qi 1 ------546 --- ---- 1St. ------ ----154.00 --- T N00' 3Y 10'W NOD' JY 1D'11 w,W 32, 1WW '– –354 __– ------ – ------ 0AZ1555H --_-� I---- _---- ----- —____— I C1.1 -C1.7 L4, B38 I w GRADING AND DRAINAGE PLANS Ik 91 4th 12,150 SF iP+,I'I 1 L I, B2 1 I I L2, B2 i, 4th 20,776 SF '8 R , 4th '4 I 20,790 SF ti w WWo fq ° a S Za I a m I I I L3, B3 i C1.1 -C1.7 L4, B38 I w GRADING AND DRAINAGE PLANS Ik 91 4th 12,150 SF iP+,I'I 4th 12,150 SF X STORM WATER POLLUTION PREY. PLAN i, , LU 3 ti w WWo fq ° a W Za I a m L�1„h O3 o o = W --3Y in-- – �1 W C°" R Of -- N00' JY 10'W "1 I 1 -----'------------"'-T I (�--------- ,I ,I g i L3, E12 18 1 L4, E121 4th 4th i g l 20,790 SF i i I 20,828 SF L5, E13 i 1 L6, 113 I i L7, B3 I Loth 3 4th 41h 4th 8 I 12,731 SF 12,150 SF 1 81 12,—SF I�AI 12,150 SF I g 1^ 1l \ ^Isl I L5, B4 1 I„! 4 y Dv2e 4th I I 20,633 SF I e/e i L=J0.1,9. R=120.00 —J--00.008400 --- — MOIL N00' S2L10'W NOD' J7 10'W 3Y 1 a_�-rvj{.52, R=IZt -- --- — -------- —__ L3, B4 Ll, B4ISjIJ M1L2, B4 `f 4th 17,888 SF I'I 18,022 SF _ _ 21,457 SF -✓`-✓'. ^'�•`..�.`..�,�-�./����I In I---L6'OZFI-- I � - _Z \ to I I \ I I I \ I I � I \ I L4, B4 4th 33,605 SF 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)238-1610 N V In U m coa: IL (='3 w $ a Wa l4 bN 2 Z W Z LU 3 ti w WWo fq ° a W Za p a m L�1„h O3 o o = W 0 V) �1 W C°" R e In U m �o x N � l4 bN � 2 W I n '•� c rz 3 ti w ol°�I`7 no *8^ .'e � n?EL f Fw IWCL y� of m L�1„h O3 o o FILE NO. 00715 V) C°" o �$o o e� o •• u O 5 � a C1.7 iminory Plat In U N � 3, m p W to W 3 � v O O p U FILE NO. 00715 C1.7 iminory Plat GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA CLIENT: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER PAGE LAYOUT. STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS INA SURVEY INFORMATION PROVIDED BY: VHF INVESTMENTS MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: SURVEY RINFOR LAND SERVICES C2.1 C2.2 1 FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING 7MEYER08 1s1 AVENUE NE LLC EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN BUFFALO, MN 55313 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH C2.3 C2.4 14 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 N. PLYMOUTH,50550543r43rMNssd AVENUE N. HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BENCHMARKS (PROVIDED BY OTSEGO CITY 446 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% ENGINEER, HAKANSVI ANDERSON, INC. HENRY HANSEN ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE 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 SEQUENCED BELOW: SHALL BE 0.25'. HYDRANT N OF 75TH ST., ELEV=928.00 0 50 100 150 N A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBEDa B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN C2.7 W Z C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 GRAPHIC SCALE IN FEET -3 D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND 0 J PLANED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE 11. THE�GRADINGPRODE RCONTRACTOR SHALLPROVIDEPOSITIVE DRAINAGE ON MATION AS TO THEIR AND LOCATION. PROJECT LOCATION LEGEND ILtL 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. '7•� W d DIMENSIONS. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND PART OF SEJ OF SECTION 28, TOWNSHIP 121, TYPICAL HOUSE PAD X 932.0 Existing Spot Elevation = Z .p. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT RANGE 23, AND Ut LU O Q ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SV4 OF SECTION 27, TOWNSHIP 121, ------ 9OB ---- Existing Contour ► 2 O Z WIZ GRADING CONTRACTOR. AT THE END OF EACH DAY'S WORK. RANGE 23, FBLO SUGGESTED BUILDING TYPE Q = O 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. WRIGHT COUNTY, MINNESOTA. `-�.�.._._.�. Existing Tree Line C O GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED GFE=###.# SUGGESTED GARAGE FLOOR ELEVATION J DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. --- - -- Existing Wetland Boundary W ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LOE=###'# LOWEST OPENING ELEVATION Z O t SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CIN STANDARDS. LEGAL DESCRIPTION LFE= LOWEST FLOOR ELEVATION - " _-- Existing Storm Sewer W LU Q SEE SURVEY. FB = FULL BASEMENT Propsed Storm Sewer r ' J O Z FBLO = FULL BASEMENT LOOKOUT ° azs w Proposed Spot Elevation Q0 FBWO = FULL BASEMENT WALKOUT T a X MLWO = MULTI-LEVEL WALKOUT qm Proposed Contour Z M +1 = ADJUST 1 BLOCK UP W 0 Driveway Grade LU�9 4 =8 66., 16 {\ R x927.0 '-`��_ I -\ -� -- -/ -- --\ ----------V---------/ -------------- a E876 I/TSil .c f=925.1-- --� - --'------- - - -- -- ------ [=918.4'1 ��./ \\O 51\ r<oE p 927.-9 \ - _ - - y , ` s \ I (=887.3- �,O < d- \ I \ 1 T� d87.1. - t m 916.ti 2E� - -" .n ,9 \ S 891,9'43 R' - s?`` ii -f I V' i y 9 m o o \89711 (.F M - t _•ZE.� <o,\ 275th Stre�i� �G m \ 't�.0 'r910.4\ 898.9 \ ----23f¢.15-- 7 I / $ % 4 I .- `0 ¢g 8 N VI bN __ a - -----,'r' 92'.11 - 926.3 916] 926.J.�.-_-_-_._-9_21 0.�. �.�.�.�•�_991.7�•.��. ���.� �.�. '� �.�.i.�.. x 9jil�i�.�. C.< '� I r'lm -_-_--7'- �_ _P _ 890 c y 1 / / / X932.0 / Q.r A /r is 853 t-� ir-_ o_°i Wz' amino°o •�); ~ -tc- �. ti y�T. / \ ,'-���tiE` '_ �� Y.• - � le acv �. � 16' Rrr •P'=;--�^ - �; r ! c / _ tc �yo�., ��-`- •- i Icb +�i W , oX2ny 1 \•°.�`--n R_ -91911 9� dg9�-,=t, o?`�,-,-� _ �"°'� �Byed='°'�2�_���-------- - -%• - - - - U o I o i ` -.,K q'Sr':2� f-�f i'q•�.5��-f �•-F=^`,"�-o. �:i�'��jT- _ ' _ _ _ _ �� °��� .. q`- .�.... _ - - _ _ - _ - _ _ _ _ _ _ -•- _ ' �9a0- -_ - _ _ _ E o �� Z fy1 I m m c n u __-_ L`.1- , i 927.7 /°O u gM1d 2%-6'--- 2222 v:e - -' - - _ -- i - _ _ \ y a s ttii3 W a m 8 3 --- q-------- ==__�-==f�J\} o a_` 05T S\ 7P ..F i o� 928E 's - / �, oi. , >a _ X937.0 I ej x924.7~~ / I{ I LF824s-' -LFe20.7 I LFe4e.7 ' LFO s2a:FaYe.e LF8ae.8 LF844,6 LF828A I ,I I ! �I MLVJIO I ML" liwo lawo MLwo 11' _ FBLO FBLo i' FBLo -FBwo FBwo -Fewo t• BBYA ! I ea+.7 i I' oat.+\ I I Daae �4 �saa _ I oas.a osu I �-- 92()'4 (, r I os4.7 G' G --2 i m G av t G =1-ggs�x9 o W M1TM 1q p° M1d I m S• :} _ a o'' �• J -i 8(3.49---- u u m \ N 89.1 9 19' 43" F • ! I{ U u l i - ° , I ,o� qq �,y. ,� +�7°__ - �qq Iq�- �� V\ 9281 Q /1 I I / o tl � ;a=t: .,, =. _ __ _- -. - _ - - -, -•r•-f-•rR•r-- :._.•.;�,....--..,yz�._ ,,:. •,..R.-..� ....v, _..._�. -.�.._ ,�.-"�rt'•i � � -: T _•_� � . , /- Z � R o _ < 9z66 � ? � I It _�9'po ,9 ,�,0 ..--.� ' ' �.-"E°--•_--• "po-r-- ��.��°� � .�°-..--. '�.-..-.'�:-•---:�',-.-,--"-� ' I .-;,�.-i��' ♦ y4+.w/ J J I 1 I / o I, r� 'S I T? na _ - _ _ - s °�_ _ _ . a., ___ _ °-� - , , _ _ <�....v °=�_'.,_....u;e�z,� 9/1.7X1 I I 923.1/ v - m U"8 -...0.1..0..2 __ . >.•............- __------_._ ..-- ___ - - _._ - ,,. - _- __ . - - - _ � - .. ,. r _ � L °9 e° °P _- � \'•. ., ° -.-- - -�-- - -/_ " _ ___ _ _-2222_ _ ___ __ _ 2222-__ _ 2222_ ___ _ _-2222 _ _ _ __ _______ _ _ _ _ _ 2222 __ ___ __ __ ___-2222 _-�-_ __ ---- If __ 2222- __ __ ___ _ ___ `� X•7... 51 / � _1_____- _ _ __________ 2222 ____r - � -r ` T •� c •• 96 S 4',st / f ' / i 417.4 k . se _- o - ; IH ' I ` �U i - - ' - n r ° N i �� / / 1 a r� 11! '. �-� ,f ezaao .I ' n` t /!�.° rzt I 44'°° ���„,.,� f \. I BM18 / l)u.an 19 ao1 I of u.e q� „u.ez uaz of t� 9 tsez I ° pY, ax °° 'I 1� G ' '1 w G G " G G G I G ! I G I / a x 22 ' 1 3 orae .1+84.7 054.7 ea4.a 08&8 oras e8t.a oats 03OA ry ( �m 1 Si x Oq1� gM1M1' I WD FBLQ FBLO I M WO °1 1 LLWO o Ilk I , i I t LWO to W0 � I I ALWO \ j• � ( I LLWO tlWO � o II / / a ;19 y I I LF846.8 LF8Ye.7_ "- LF8ta7 LF8ta8 i I LF99LO (; LFBte.t ' LF8t4.8 I 1 1 N c P 1 1 9 91 LFatBt tFBtPA ; LF99e a LFe18A I �,z 1 / - o s , r Z loq'p I /0809 I ^O 0907/010. �_' ^a - 820.7/8at7 I c I 0018 i o80s o80s i I I o.f 010.8 - j� otes/oats i 080A/827A I �i •i�, te.e/ores I ot4A i iii ? I { /x /7 yzae 9185 /` .n - J0` 1," �I q•H; q'S', 9 0 1 .�?�- � l 1 1 '� I I I � I � o ! I I � , I I ;�9w � � 1 � �_ m I�m9 I 11 I I 'I 1 •` " 19 � �3 CH.^lfiE Y` I \1,� I I I 1 9b X93 r! I / -!"I / I I I I 1�\ I 1 it 1 r I _ a, � C) f] / 971 J c3i1I`/q`o co co (n Cf411;:4L _4.9/X92.9 f , 4� .=1 1� a.._--_-_ \ II IV'[ IqD I tD t/ i '1 I I I I __- _- L__ or, __ _-__-__L _� i - f\GF --�9+° ----_1 [�- I ----------�! I----------------� I ------ ! -- _ 8 -I ---------' I -.b, tV m co •, \vax - - 9 ave>o 4 I --7 J \ "°-- ----_J ! °�^ • dr-- 4' ---- - ---) �'-- �0--------- °y°-7 �-- 4' ----------- I > m ry.C'xt �o�• _ �- 11 / I p m p _-_ _ __-2222-_- ®__ _______-_ ^' ti' _ 4 W ,.y -I •5'gM1° q-- 0 o,=m w w r• w o ___ w CEI. I , -\ q4' -_------ i �- -- w- --------`------------- - -----' i --- - --- - ----- C) f.9 �,l p I I I w w w �w_w_w� _ 7 -_ .90_-3___ - _ �, _ ___ __ J Tt \J / I 1 rr - i - - MATCH LINE Sheets C2.1 / C2.3 MATCH LINE Sheets C2.1 C2.4 (916.5 -` ! / wou, I 1 IJ �, I .9 I ( \937.3 '/9mV /�er ?' w { mss• 1 1 .,.iI XI ,!a g I I I ne III ! c / / /lN •7 - /X.932.- `I ,\; I� I �'- - i' + •� _=,�- �� - _ �� I�92 INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 .SIL. �IQ�.1t 9J LE. 9`�.ry� .�,1� qy •E!i \x�--�- --�_- ['=�\-tbc.�� >rTsq+��q+/ '�"��Jq�° q�, s � .� . � ; �` I '- ,� � `II � • 9 - _ ; I _ _ _ PROJECT LOCATION PLAN .c I!L , o,• f OVERALL LAYOUT AND PHASING PLAN I i' -, 1 32E '(, I 1 I r s t x932.4 a; 7X r, a 08th - i II - X288---LF92t3 I LF02te LFe22A -- LFBt7., LF C1.1 -C1.7 PRELIMINARY PLAT = wl 7x ,y 8827 ., . I LFo2sA k 2' 1/ _FB - J' x-_ _-FB- 2z ' i 9/4e C2.1 -C2.7 GRADING AND DRAINAGE PLANS a OW, _I ky 1: �r ;� ' -u 7 X2+7- , .y ) r: I , Fa_ - - {9 t I Fe "E.1 j} Fe 1 i I Fe I i 9 t 1 5A g'- , - -z-A _ - _ _ { -Ta0.6 0k4 ".� t I papa JoeagR- 28.7 ' " C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS �9-T�s7 �^eatB' t9�.4 t.a !a• Cr29.cz3 _ �e➢ tam �7 z>.at y Sum y+° G t°se q�afs. _ C4.1 -C4.7 STORM SEWER UTILITY PLANS ��. ' _ v -1 ; V t 4• m W -- 9 - IDJ qM1��" - ' '1a•b`_'�` . I -882.` �I ` T ox 9��p9.' _ 01I - ,p a +° a; 1�.:. 1 i - Q I C6.1-05.2 STORM WATSTREET ER L POLLUTION PREV. PLAN ' _ ..c.A - , 9'e5. '• �•n ,4 ].I i� -- '<9zep i -- - --- - -- --' - ---+'6 -� --- i --- -- C7.1 -C7.3 DETAILS Grading and n ?a -_ ' -- , Drainage Plan i GENERAL GRADING 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. 8. 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 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 1007 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. 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 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. _ 1°` �`y \� ��r�i ji - /7 I i I� �_\ X871.51 {=ER11=�85.[ ' I �!� % / 7 '1 X871.7 I f \ �N£TffR J moi.'xD7!.i \ 6LM1FER E. j 11 s 1< E976 I /., X678.r__ I / .l I/ ` \8768 PUFFER/ i -e8a� 877.0 ` X 871.4 - \ `• , I L -eels- '1�8PF7.4A �I -&U.ei 877.4 X6726 77 672.t 714 873.0 920.4 \ \ \ \ y.\' \ \\ I „ I- . \ i \ \y,;,k>;/\ \' `\ 1 1 1 li \\�\ \ 1 \\ \ �. �L. -\\` x9a3e azaso 875.9 1 bell - .n.��' N 7;; f7• ''s I y'\\ \1 \ \\ \\\ \\ \\ `�\ \\ \`.\ \\\ \\ \ A75.7� 1 9M -/ 871,7 �I \ I I I I 1 / / / t l X87Lt 1 1 1 1 I \ \ PAGE LAYOUT: CLIENT: VHF INVESTMENTS, C2. 1 C2.2 LLC C2.3 C2.4 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN C2.5 C2.6 (763) 238-1610 85"-x biC.IX Oil, e71.7 t 1� 870.5x X 1 i �B698 '1 1 O `� xB70.A 870.9111 BASIN DATA: BOTTOM=876.0 \_ 1 to• �: _ i : 1 i i \ 1 \\ \ \ \ 1\ \ \ a\ o \ \ �, 1 'I OUTLET=877.5 l \ \ 100YR HWL=880.0 \ f I 1 C7 1 t I ter' 7 A/ 1^ a 3� /'WET ' 1 \ 4 1,1 STOR WATER I 1� I A --- BASIN 1 XB785 X858.3 v'p ,�o` s•P " s / e / I / 1 I } A l V 1 ' 1 AI vV A 1 B 72 IV Ititi� Til • ; f I ib__ . / " // IF II / /, \ 11 \t 1\ 11 1 I \\ ,il �. `\ \&7.6 1X \ / B.3 ---------ITS/' �l /, I II `..1. Teti----------si�� 1<895.1\ I 1 , I \ 2 \ \ / MATCH LINE Sheets C2.2 / C2.4 \ ' 1 I` � Q, / � .�-y�s�"_ �__ 9 pd-�--`-c c•�'�'�\ 1' I 1 � \ �� I �8 v \\PF6.9 ` \ -_ ''• f ', ly1e-7 s. -, - --jam- _ \� \ \ 1 1 1 �X, \ - - - BASIN DATA: BOTTOM=876.0 so OUTLET=879.0 `Y 1 1 1 1 I I\ `' 6\ \ DRAINAGE SPILLWAY 1 XeFsa, \I l /8709 I`'4'`li 111 11I 1 \ 1 I1 1\ x at ..}� 1 DDYR HWL=880.0 \\\\ ARnq ARTICULATED CONCRETE BLOCK OR CABLE I t \ 1\ \ CONCRETE x ED7 0 � \ 917.7 1\1,, \ \ \ \ '\ .• \ \ a � 8 k 76.9 t wy \ \ '\ I Intl S T��\ \� .. 1•�X91J7 9t3.6Y al` 1 \\ \' ., \ \ \ \ s� - 7C85E.? na \ '\ `-� 1 ' 1 7 /X� Ili\ . \ \ �` \ 1 \•, �b N,\ m t I 1 \ x871,7 ag14ry 911. w, \ \ \ \\ \\ \ \ \ \ e m, {i \ S,J° 1 --- '3491 J.6 - / \ 1 \ \ ' •\ - _t . -...,... ^ I \ \ 'a 8788 \ /870.7 871_1 X e 0 50 100 150 ---- 491.94 ---- c v 13b� C2.7 GRAPHIC SCALE IN FEL7 1 u ah c�� Z Q tiW g' V Q WE. Im° yj «m 'u LEGEND y a J w TYPICAL HOUSE PAD X 932.0 Existing Spot Elevation W c a ------ 908 ---- Existing Contour IEci N FBLO SUGGESTED BUILDING TYPE Existing Tree Line = a C C GFE=###.# SUGGESTED GARAGE FLOOR ELEVATION W LOE=###.# LOWEST OPENING ELEVATION Existing Wetland Boundary Z Z LFE= LOWEST FLOOR ELEVATION " - - Existing Storm Sewer W 0 ot FB =FULL BASEMENT Propsed Storm Sewer y Z Q � 0 Z FBLO = FULL BASEMENT LOOKOUT FBWO = FULL BASEMENT WALKOUT . ers�o Proposed Spot Elevation Q t� 0 MLWO = MULTI-LEVEL WALKOUT eoe Proposed Contour Z Z Q R +1 = ADJUST 1 BLOCK UP W \ IN Driveway Grade 13d O� 2 0) LU Yj p c 85"-x biC.IX Oil, e71.7 t 1� 870.5x X 1 i �B698 '1 1 O `� xB70.A 870.9111 BASIN DATA: BOTTOM=876.0 \_ 1 to• �: _ i : 1 i i \ 1 \\ \ \ \ 1\ \ \ a\ o \ \ �, 1 'I OUTLET=877.5 l \ \ 100YR HWL=880.0 \ f I 1 C7 1 t I ter' 7 A/ 1^ a 3� /'WET ' 1 \ 4 1,1 STOR WATER I 1� I A --- BASIN 1 XB785 X858.3 v'p ,�o` s•P " s / e / I / 1 I } A l V 1 ' 1 AI vV A 1 B 72 IV Ititi� Til • ; f I ib__ . / " // IF II / /, \ 11 \t 1\ 11 1 I \\ ,il �. `\ \&7.6 1X \ / B.3 ---------ITS/' �l /, I II `..1. Teti----------si�� 1<895.1\ I 1 , I \ 2 \ \ / MATCH LINE Sheets C2.2 / C2.4 \ ' 1 I` � Q, / � .�-y�s�"_ �__ 9 pd-�--`-c c•�'�'�\ 1' I 1 � \ �� I �8 v \\PF6.9 ` \ -_ ''• f ', ly1e-7 s. -, - --jam- _ \� \ \ 1 1 1 �X, \ - - - BASIN DATA: BOTTOM=876.0 so OUTLET=879.0 `Y 1 1 1 1 I I\ `' 6\ \ DRAINAGE SPILLWAY 1 XeFsa, \I l /8709 I`'4'`li 111 11I 1 \ 1 I1 1\ x at ..}� 1 DDYR HWL=880.0 \\\\ ARnq ARTICULATED CONCRETE BLOCK OR CABLE I t \ 1\ \ CONCRETE x ED7 0 � \ 917.7 1\1,, \ \ \ \ '\ .• \ \ a � 8 k 76.9 t wy \ \ '\ I Intl S T��\ \� .. 1•�X91J7 9t3.6Y al` 1 \\ \' ., \ \ \ \ s� - 7C85E.? na \ '\ `-� 1 ' 1 7 /X� Ili\ . \ \ �` \ 1 \•, �b N,\ m t I 1 \ x871,7 ag14ry 911. w, \ \ \ \\ \\ \ \ \ \ e m, {i \ S,J° 1 --- '3491 J.6 - / \ 1 \ \ ' •\ - _t . -...,... ^ I \ \ 'a 8788 \ /870.7 871_1 X Z e ---- 491.94 ---- c v 13b� !,c -4 � G5 1 u ah c�� 'EoI �j tiW g' V Q WE. Im° yj «m 'u 'Z N °F �u IEci N {� CC O Z v N �u CC O ho \ O� 2 p c T6 Or 30' CEP TOP or 30' cW ELFT.=8784 ELEV=870,3 8721 B-21 _ __ - - - _ - - (/, (n V) _ 470- - - - -\X• }� ETxi- OF WATER ;71, ' co co - e74.5X` ✓' %976. X673.7\--�_ m 2 W 1 87?.EX,f'�', �C X6746 �_= FILE NO. 00715 INDEX OF CIVIL SITE DRAWINGS: \fi7 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 2.2 i' 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 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 INA SURVEY INFORMATION PROVIDED BY: VHF INVESTMENTS MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: MEYER ROHLIN LAND SERVICES C2.1 C2.2 1 FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS A. WITHIN THE UPPER 3' OF STREETS, THE GRADING 708 1st AVENUE NE LLC EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY BUFFALO, MN 55313 THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITHC2.3 C2.4 14sos 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%. 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% BENCHMARKS (PROVIDED BY OTSEGO CITY HENRY HANSEN ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE ENGINEER, HAKANSON ANDERSON, INC. C2.5 C2.6 (763) 236-1610 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 SEQUENCED BELOW: SHALL BE 0.25'. HYDRANT N OF 75TH ST., ELEV=928.00 O 50 100 150 A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED RR SPIKE C2.7 V W B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE IN PP, NW QUADRANT OF OGREN GRAPHIC SCALE IN FEET '7 Z C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 0 Q D. COMMON EXCAVATION (GRADING). SHALL IMMEDIATELY NOTIFY THE ENGINEER OF THESE AREAS AND -1 a E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PROVIDE INFORMATION AS TO THEIR SIZE AND LOCATION. 11. PROJECT LOCATION LEGEND I- a PLAN). 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. 12. THE GRADING CONTRACTOR SHALL KEEP PART OF SE{ Of SECTION 26, TOWNSHIP 121, - TYPICAL HOUSE PAD x sJ2.0 Existing Spot Elevation = f- Z 4 W d DIMENSIONS. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT PUBLIC STREETS AND TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT RANGE 23, AND 01 W O Q ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SW OF SECTION 27, TOWNSHIP 121, � ------908---- Existing Contour � b Ol Q RANGE 23, W a r GRADING CONTRACTOR. 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE AT THE END OF EACH DAY'S WORK. 13. ALL SILT FENCE SHALL BE WRIGHT COUNTY, MINNESOTA. FBLO SUGGESTED BUILDING TYPE `.�..�....�... Existing Tree Line 0 [ O GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT REMOVED AT PROJECT COMPLETION. 14, ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED -�/,�.� GFE- # SUGGESTED GARAGE FLOOR ELEVATION J DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY GRADE UNLESS OTHERWISE NOTED. LCE- LOWEST OPENING ELEVATION -- - Existing Wetland Boundary 7 ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LEGAL DESCRIPTION # - "- "- Existing Storm Sewer WD SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CITY STANDARDS. LFE=### LOWEST FLOOR ELEVATION W r^ mp Q SEE SURVEY. -•-•-•-•- Propsed Storm Sewer v, y co A" j 1 '; I ] •\ /910.5 % / ,1/ DISTNO / WAM V,y/1 �;•Y II I\ T �.y2 \ x911.1%�7fi uTaF'•J 4.9 x9249 J\ ter'-w✓1L j- X9L). 930 9\ ,E q1. TC 91G 6_ \925 •_"'k923'8'._.�" i 1 1. `f} \..l ♦� - 9104- 9?kr--_9713_ §6.5 //-x _^9. // p IL 926.7 9259 514.6 921.9 927.1 1\ 9192 \ 930.1 �- x 910.5• 025.3 I 1 0925.9 / M M- M -•/9}2.7 (( L 923.7 G 89' f 0" 9 9173 _ -N19.7 x 91;z.&--= - �_'QlA�.'X4:J= 8119.._--.-_A,6.5 S - a'_ � ./ 1��1]� 971.8 ��•,, XM,, 61 .P»�..� x14.7 qti .liP�•_r �.31.YC �7� _ °�-{/^•,i',�`$ '!C 917.2 '?-_Jel-_-_ q°•q •' \{q_-_-8_JL_-_ -{ _ x9724 I iQ lc 9 -� /i _'120.8/01EQA a E- • 3 ., a 0pZ4 -'_ ` 1,. 0!2 _3__' n� j 1�pp�Q•A.� X°• ;• qy 925. 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Driveway Grade O 0) �1 X' 11 I' I - j -- �-��' I I � v M `= I, 11 i I '��; J I I -MATCH LINE Sheets C2.1 / C2.3 ,✓"°I, - - - - - - - - - I- - /-'p----- ----- -- -- j I ! ^----- ---- �e---' ' `Q-- `I'---------� ' eO-- •°-----------J--%`P----------, ! `°-- Q' o u ,� 1 ------ - j -.7 F--4- , Y11 X 9J7.�� k 1 I I _.�� t 1p 1 1 l x,91°.16 1 I ,,II I �� I I I I �' C_ 0 2 I o�i✓,� p C, } 1 °�;P i II ;\ `�« I -1' -'T6 ....'1-r -J'F - - 9.'9.9x - _ 'Px.=�� - ,�� -` - •,@�E'� I 0 ab> 3 - f w'° 1-1 -�y--- ,BiP. _ - q•S'� _ 9 --°r -` �q - --9. la 8 a% Ly �VC) usb s 9?6.71 ., I � I 1 s' --.,-• ,I .--"- _' I�I-�-;-�-�- � osis - I i � ` � fid- - ' - --Isa>eta_ t�Dz� t- tF�.a jj' y ' Irro2ps ' I �I , � e � V f � � � j - ° 08 I' II .Ir I _ If -=7 27 .7a'. ' 1 LF028,8 262 _ - �B2 --FB X9- 9 F9 w"B.I I• 1 I FB I 'I 1 C) - T_J 26 i 5 4 y z ''.6' 4 e3 1 ° <'7.9 f .°, •N xw 9. `,0, X . 3 .e3 , a I• 1 9z8.J I Il t ..!" t5 \-______ �,p_. _ _ ___ R� 'p. - _ ___ '.�-- __ _ __J I1p____!ae! _ ____d,.__ M1 X 217 a 1 � o ti ° �- _ N m ' •t ° -� - - °�9+llar� --LIP �'L=��- T-� % --- -' - - -' -' - -- -- _ _ �"_-- I _ _ e.1•°_�- _-�'-il� I '" � .-wit_ - ----------- �9 dye �•P--P- y - --Y'---7-- 1n:r: - - - _ - -- --;o_ � - ,�� M1,^O y .. _ - - __ °•y''� 9ti -T - _-'S� 9f7" 1 I,, I` _ Z 4 AI !•ii - --I_ _ _ _ -".'_� Li .7 - I :m s I 026.8 / I .1� 02 I G oats �� :7,, (owo ; 1 kz• i 0 -I- Fe 1 I� I I owls i Fewo \ FS o ! 7 LFo2o a /� I ,,. I I I -�(D11 � / � o / ,• � LF 28.2. _ n. LF02t18� I ; I � se.s/o2s.s � ' a I i, I�, o --- ~ - ��1 i _ � Iv ti �s 1 ' ' � I / o2as � • 1 - , I eaa - m 'nl I f 7 089.0' x917.4 \ I \ �\\ / / $$hj� Ci 'SS I r•� .c / \918.4 .,\ __ __ - N (� QQ _ I, -----------_--I - x .4 -- \-- 11 s )"7154 I _ � i4• /�:�' II I �_ �_--Jf�•I ----�2-1----=----------------:- MATCH LINE Sheets C2.3 / C2.5 .914.9 INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CO PROJECT LOCATION PLAN X/1 = I" C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT �.': ;t •r_�_ .�. --- -- " �" °• -_ - 02.1-02.7 GRADING AND DRAINAGE PLANS � qM1 9 rt� qM1' SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C2.3 8 I C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Grading and 07.1-07.3 DETAILS l i I Drainage Plan GENERAL GRADING NOTES: 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT GENERAL GRADING NOTES: 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SURVEY DATA PAGE LAYOUT: CLIENT: STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS INA TIMELY FASHION. DENSITY TESTS SHALL SURVEY INFORMATION PROVIDED BY: ',ZBOS t 925 •6 - R°9 I, $ l VHF INVESTMENTS FOR HIGHWAY CONSTRUCTION AND ALL NPDES REQUIREMENTS MEET THE FOLLOWING: A. WITHIN THE UPPER 3' OF STREETS, THE GRADING MEYER ROHLIN LAND SERVICES 708 1st AVENUE C2,1 C2,2 LLC , EXCEPT WHERE MODIFIED BY THESE CONTRACT DOCUMENTS. 2. OSHA REQUIREMENTS SHALL BE FOLLOWED FOR ALL WORK ON CONTRACTOR SHALL UTILIZE APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY NE BUFFALO, MN 55313 THIS PROJECT. 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 THE STANDARD PROCTOR TEST -ASTM: D-698 WITH COMPACTION MEETING 100% STANDARD PROCTOR DENSITY DATED: FEBRUARY 12, 2019 C2.3 C2.4 14505 4sr 43r d AVENUE N. HOURS PRIOR TO ANY EXCAVATION (1-800-252-1166.) AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. PLYMOUTH, MN 55446N. 4. THE GRADING CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BELOW THE UPPER 3', COMPACTION SHALL MEET 95% BENCHMARKS (PROVIDED BY OTSEGO CITY HANSEN ELEVATIONS OF UNDERGROUND UTILITIES WITH UTILITY STANDARD PROCTOR DENSITY, AND BE WITHIN 3% OF THE ENGINEER, HAKANSON ANDERSON, INC.HENRY C2.5 C2.6 (763) 298-1610 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, IST SEQUENCED BELOW: SHALL BE 0.25'. HYDRANT N OF 75TH ST., ELEV=928.00 G 50 100 150 A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED C2.7 V B. ROCK CONSTRUCTION ENTRANCE. ABOVE THAT CANNOT BE CORRECTED SHALL BE LOCATED IN THE RR SPIKE IN PP, NW QUADRANT OF OGREN Z C. DEMOLITION FIELD BY THE GRADING CONTRACTOR. THE GRADING CONTRACTOR AVENUE AND CO RD 38, ELEV=948.06 GRAPHIC SCALE IN FEET D. E. SEED COMM E DMON AND MULCHIOOR (SODD( EE NOTES ON LANDSCAPE H �S AND OAS ISIZERAND CO(r a PLAN). PROVIDE NF RTMATIONELY TOTIFY HEIR LOCATION. 11. THE GRADING CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON PROJECT LOCATION LEGEND a SITE W 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT DIMENSIONS. THE AT ALL TIMES. 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND PART OF SEJ OF SECTION 28, TOWNSHIP 121, TYPICAL HOUSE PAD x 932.0 Existing Spot Elevation = Z is Q 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT RANGE 23, ANDO b Q ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SW} OF SECTION 27, TOWNSHIP 121, ------ 906 ---- Existing Contour ? GRADING CONTRACTOR. AT THE END OF EACH DAY'S WORK. RANGE 23, WRIGHT FBLO SUGGESTED BUILDING TYPE W tL G Q 8. EROSION CONTROL MAINTENANCE SHALL BE PERFORMED BY THE 13. ALL SILT FENCE SHALL BE REMOVED AT PROJECT COMPLETION. COUNTY, MINNESOTA. Existing Tree LineM = Q [ GRADING CONTRACTOR, AND REMOVED AS PER THE CONTRACT 14. ALL PROPOSED ELEVATIONS ARE AT FLOW LINE AND FINISHED GFE=###.# SUGGESTED GARAGE FLOOR ELEVATION_ i DOCUMENTS OR AS DIRECTED BY THE ENGINEER, FOLLOWED BY ALL NECESSARY RESTORATION OF DISTURBED AREA. THIS WORK GRADE UNLESS OTHERWISE NOTED. 15. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE LOE=###•# LOWEST OPENING ELEVATION - Existing Wettand Boundary W Z C 0 SHALL BE INCIDENTAL TO THE GRADING CONTRACT. PER CITY STANDARDS. LEGAL DESCRIPTION - " -- "- Existing Storm Sewer LU Uj Z LFE= LOWEST FLOOR ELEVATION Oq Q SEE SURVEY. -•-•-•-•- Propsed Storm Sewer � O Q \ MATCH LINE Sheets C2.1 / C2.4✓A� .A.R=•- = 7-�+-'�--�-'_:. T-� ell-°ig'- - y2 r,. 1•v rii, ffrTi- - - --} �• a �a, f 181 I 9 25 os / 1 \ \ o2ae - . 007.6 -I-• N FBWO iri 1 t FBWO W LFYffi.6 - - - - LFY1Y Q - - •m - X L'F016A ° ; 1'' \ 9' �� A'._ - �-ObIP-_--__ .9°!fl- ",•` 21 of N, PT_ , � ..•,° - � _ ., 'lam OR r - BASIN DATA: STORM WATER, BOTTOM=906.0 1 OUTLET=906.0 °e ` BA51N- , - Z - sl X' .4 100YR HWL=911.9 1 MATCH LINE Sheets C2.4 / C2.6 \f - -.8J :r FB = FULL BASEMENT Z J O Z FBLO = FULL BASEMENT LOOKOUT * BsssB Proposed Spot Elevation ,r 0 FBWO = FULL BASEMENT WALKOUT , et a MLWO = MULTI-LEVEL WALKOUT Bre Proposed Contour 2 Z +1 = ADJUST 1 BLOCK UP W ccQ Driveway Grade 0 vLU �'`"��-' •' ` " i � i i 1 \I \ \I \+1 \{ 11 1 � i % I \ \ � � ,77.2 ,\ I x39e.3 � \11111 \, \\ 11, eC /r�� \ 1 1 • / 1 MATCH LINE Sheets C2.2 / C2.4 \ '587.6 N. \ ' \ --�`- ' "il r / ,' , / I i ( / /' \\ 9912 9!• \ TT mk-" IL ` r \\ 'J/ �` ' \'. .; \7 ,. 11 `\ 5708 e �, \X 5872 \ \ , 1 � 7 �_ _ -'aA� _<-- '�� ----•._..- <=�a��� -Y -� ll�.� % � \ ` \ e ' i ,5��i1�.�'s.s \\ \ a 8.c W Z o b � � 6'I�, `' ' /ssi i_iA\ \ \\9w`�.4 _-/ •A�/ / 991}5 -_--EXFt15ar1wY� '7\jJ% \J\�_ -ti\III,�Ii1l \1l BASIN _ DATA: _ \BOTTOM=876.0I \ XM9Y,3 UTLET=879.0 - - AGE SPILLWAY X584it X\ 100 L=0.0 879.0 x8709 II q / a . mnw'a- �°o f-oun•nRgi =1:s a UlA1ED CONCRETE a OR CABE mZ 13.4' CONCRETE 874./ �5,�'.1 \ / ELEY.=913.7 - \" \ 1 \ \ \ \ 'E '1., I � �in13\ �\ su.uT d3.J \\ \\\\ \ \ xSso7 \ \ \C `1 x876 i \ .:.i�z \ \ \1556.2 �• _ 141 \\ , / �'\ PI17 \, 31,2.5. s`r� \\ N. \ \ \ \ I \ \ BO` \ \\ \ \\ 1\ \ \ '\ \\\ ; I ��\ fw I t .,\ \\ X571.7 �_ii4 •',� •��x913.7 17--092 / 9,5.4 9sh•p•i a\\ \ \ \\\\`\`�\\\\� \��\'`°� ,Ls \ I� \ ___ -�' �-' � \ \\ � � � �3��� � a 1 4 \ }ye, \'.. o`� \\ � 'S1-0.7 6• \.x� I \I \ 1\ �\ \\�\\ .,\\ J ' �pf �. c �, �.X 877.41\\ �° \\ �A1 1'S 1f Pae?1X878.4y J,g] x a ,V/ '�'$'IN ` EKi -•403.7 X9072 975.5 \ 515 i9 \~� j I \ . % \ -.� t'•�` \ 1 %sa_ l l%s55.��--x5�n..1'\ \ XE798\ Ir x90s4876I-�\q k•"' E � U � \ \` /�%� / / '• \ 1 ` \ �. \ �. (. T I X871.2 f t 1 \ 1 I , \ � \ `� \ .....•..-...\ \\ \- \ `'''.\` 1\•v\X3 X8I3.4� O / �'P• Bi3ap/' \ \--- } l \� ��•j`.-t \ I I I I \ \ I I I 875.21 I I I r -fi \ \` ._ \7 ,Fylf'SEvrh; �'� \\\`\ '`i ✓d i'`` \\\\\\ \\ t\ � 1 �, :6��' l � I I I i 92`-, \ \! "iQSEAS \?O.4 } v \ \ \ ♦ \ _ ^'t G` ♦ RA131 1 \\ \,10�jib '•\., '\ OfN.2p�Y ,.J>L` � q�\ �"J\' �/ 1'`1' 1', \ \\\\\ ` '` \ \\ t- -': I\ 1 ',x 874.5 I 11 ' I� II 1: \ I .-ass, '--- \ u �'' O > / \,� \ `'` °y ♦ ` \CT,.,_.x--"""' : •°'� 0 �9. - N° i'z C 111 foo \ \ \ V\,-"� 1='f• \ ! \ I 1 I t { I I N c N. X/•Btam., / %a \ \ 1 ` \ \ \ xsr.1 1 1 1 { 1 { I / K / �. \ - - _ o -''k ♦ `. T \ aC?s 7- \ t} \ � \ \ \ .a �{ \ \ \ I \ I 1 , ' 1 I r 1 I aQ' _ _ - `I �h x ., x6n ` y ° ♦ � /;' „� 1 f \\ � \ \ ;?�' � -�ji F\ \ \\ `'.I \ \\ \ �8T5.6 ; \ 1 i \ i I I I ! /0 J. ''b•' , \\ . �' \ ��.., ` i % ! / 1 \ \ '"� \ \ \ \ 1975.0 ,,., ` BIaoB. ♦..'i ,w�, \ \ \! \\ \ \I\ \ \ ..\``� �'° ` / •\ ; \\\' \ 57 .I °ito ; �' BI;�° \\'�` • ,,` \ `♦\ '•\ � .q �,, •',\ \\ \\ \\ \ \\ \\ I \ `\ \�<�:. 'p" \ '\ 5.5 X In no \ p m O W 677.5x \ \ \ \ \\ \ ` \ °` xPC7 I� 1? 4Vi \ j 1 M o ( 0 0 o v irC\.`1!IP\,1 I \\ \\\ •'.\ \ \\ \ \ \ \ \ �, e. `os"* -'f MATCH LINE Sheets C2.4 / C2.6 ` `; IA 1 `\ 6j6' ` ' 9 r,_,, , \ h) P, ' \ INDEX OF CIVIL SITE DRAWINGS' FILE NO. 00715 ,• '•ems \ . •\ . \\ \ \ ,° t L, A. �, \\ `6z `- • 1-� • 1 � s 1 ' tr } �" I ' `-� 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 v` • i/ /�•' < \ \ \ . \ P 't" $ \°T ?+ ''t C5.1-05.2 STREET PROFILE PLANS { �\ ��\\.*\ /• "yob \ .I I '� 14 { I \. m 'Iw , 0101 i ; 6166 , \ \,•'/ 81450 q 2 ', \ \'s \ •,, °8 ryl J%I O \ ab av C6 STORM WATER POLLUTION PREY. PLAN F910.0 \` /i % `•�R�\\ \'\'•, \ \I °~`'': ' I ' ` >, �f ` 1' \ C7.1 -C7.3 DETAILS Drainage Plan - F8 ' Y to - �, �. LIIJ13 ',ZBOS t 925 •6 - R°9 I, $ l Cff a .A.R=•- = 7-�+-'�--�-'_:. T-� ell-°ig'- - y2 r,. 1•v rii, ffrTi- - - --} �• a �a, f 181 I 9 25 os / 1 \ \ o2ae - . 007.6 -I-• N FBWO iri 1 t FBWO W LFYffi.6 - - - - LFY1Y Q - - •m - X L'F016A ° ; 1'' \ 9' �� A'._ - �-ObIP-_--__ .9°!fl- ",•` 21 of N, PT_ , � ..•,° - � _ ., 'lam OR r - BASIN DATA: STORM WATER, BOTTOM=906.0 1 OUTLET=906.0 °e ` BA51N- , - Z - sl X' .4 100YR HWL=911.9 1 MATCH LINE Sheets C2.4 / C2.6 \f - -.8J :r FB = FULL BASEMENT Z J O Z FBLO = FULL BASEMENT LOOKOUT * BsssB Proposed Spot Elevation ,r 0 FBWO = FULL BASEMENT WALKOUT , et a MLWO = MULTI-LEVEL WALKOUT Bre Proposed Contour 2 Z +1 = ADJUST 1 BLOCK UP W ccQ Driveway Grade 0 vLU �'`"��-' •' ` " i � i i 1 \I \ \I \+1 \{ 11 1 � i % I \ \ � � ,77.2 ,\ I x39e.3 � \11111 \, \\ 11, eC /r�� \ 1 1 • / 1 MATCH LINE Sheets C2.2 / C2.4 \ '587.6 N. \ ' \ --�`- ' "il r / ,' , / I i ( / /' \\ 9912 9!• \ TT mk-" IL ` r \\ 'J/ �` ' \'. .; \7 ,. 11 `\ 5708 e �, \X 5872 \ \ , 1 � 7 �_ _ -'aA� _<-- '�� ----•._..- <=�a��� -Y -� ll�.� % � \ ` \ e ' i ,5��i1�.�'s.s \\ \ a 8.c W Z o b � � 6'I�, `' ' /ssi i_iA\ \ \\9w`�.4 _-/ •A�/ / 991}5 -_--EXFt15ar1wY� '7\jJ% \J\�_ -ti\III,�Ii1l \1l BASIN _ DATA: _ \BOTTOM=876.0I \ XM9Y,3 UTLET=879.0 - - AGE SPILLWAY X584it X\ 100 L=0.0 879.0 x8709 II q / a . mnw'a- �°o f-oun•nRgi =1:s a UlA1ED CONCRETE a OR CABE mZ 13.4' CONCRETE 874./ �5,�'.1 \ / ELEY.=913.7 - \" \ 1 \ \ \ \ 'E '1., I � �in13\ �\ su.uT d3.J \\ \\\\ \ \ xSso7 \ \ \C `1 x876 i \ .:.i�z \ \ \1556.2 �• _ 141 \\ , / �'\ PI17 \, 31,2.5. s`r� \\ N. \ \ \ \ I \ \ BO` \ \\ \ \\ 1\ \ \ '\ \\\ ; I ��\ fw I t .,\ \\ X571.7 �_ii4 •',� •��x913.7 17--092 / 9,5.4 9sh•p•i a\\ \ \ \\\\`\`�\\\\� \��\'`°� ,Ls \ I� \ ___ -�' �-' � \ \\ � � � �3��� � a 1 4 \ }ye, \'.. o`� \\ � 'S1-0.7 6• \.x� I \I \ 1\ �\ \\�\\ .,\\ J ' �pf �. c �, �.X 877.41\\ �° \\ �A1 1'S 1f Pae?1X878.4y J,g] x a ,V/ '�'$'IN ` EKi -•403.7 X9072 975.5 \ 515 i9 \~� j I \ . % \ -.� t'•�` \ 1 %sa_ l l%s55.��--x5�n..1'\ \ XE798\ Ir x90s4876I-�\q k•"' E � U � \ \` /�%� / / '• \ 1 ` \ �. \ �. (. T I X871.2 f t 1 \ 1 I , \ � \ `� \ .....•..-...\ \\ \- \ `'''.\` 1\•v\X3 X8I3.4� O / �'P• Bi3ap/' \ \--- } l \� ��•j`.-t \ I I I I \ \ I I I 875.21 I I I r -fi \ \` ._ \7 ,Fylf'SEvrh; �'� \\\`\ '`i ✓d i'`` \\\\\\ \\ t\ � 1 �, :6��' l � I I I i 92`-, \ \! "iQSEAS \?O.4 } v \ \ \ ♦ \ _ ^'t G` ♦ RA131 1 \\ \,10�jib '•\., '\ OfN.2p�Y ,.J>L` � q�\ �"J\' �/ 1'`1' 1', \ \\\\\ ` '` \ \\ t- -': I\ 1 ',x 874.5 I 11 ' I� II 1: \ I .-ass, '--- \ u �'' O > / \,� \ `'` °y ♦ ` \CT,.,_.x--"""' : •°'� 0 �9. - N° i'z C 111 foo \ \ \ V\,-"� 1='f• \ ! \ I 1 I t { I I N c N. X/•Btam., / %a \ \ 1 ` \ \ \ xsr.1 1 1 1 { 1 { I / K / �. \ - - _ o -''k ♦ `. T \ aC?s 7- \ t} \ � \ \ \ .a �{ \ \ \ I \ I 1 , ' 1 I r 1 I aQ' _ _ - `I �h x ., x6n ` y ° ♦ � /;' „� 1 f \\ � \ \ ;?�' � -�ji F\ \ \\ `'.I \ \\ \ �8T5.6 ; \ 1 i \ i I I I ! /0 J. ''b•' , \\ . �' \ ��.., ` i % ! / 1 \ \ '"� \ \ \ \ 1975.0 ,,., ` BIaoB. ♦..'i ,w�, \ \ \! \\ \ \I\ \ \ ..\``� �'° ` / •\ ; \\\' \ 57 .I °ito ; �' BI;�° \\'�` • ,,` \ `♦\ '•\ � .q �,, •',\ \\ \\ \\ \ \\ \\ I \ `\ \�<�:. 'p" \ '\ 5.5 X In no \ p m O W 677.5x \ \ \ \ \\ \ ` \ °` xPC7 I� 1? 4Vi \ j 1 M o ( 0 0 o v irC\.`1!IP\,1 I \\ \\\ •'.\ \ \\ \ \ \ \ \ �, e. `os"* -'f MATCH LINE Sheets C2.4 / C2.6 ` `; IA 1 `\ 6j6' ` ' 9 r,_,, , \ h) P, ' \ INDEX OF CIVIL SITE DRAWINGS' FILE NO. 00715 ,• '•ems \ . •\ . \\ \ \ ,° t L, A. �, \\ `6z `- • 1-� • 1 � s 1 ' tr } �" I ' `-� 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 v` • i/ /�•' < \ \ \ . \ P 't" $ \°T ?+ ''t C5.1-05.2 STREET PROFILE PLANS { �\ ��\\.*\ /• "yob \ .I I '� 14 { I \. m 'Iw , 0101 i ; 6166 , \ \,•'/ 81450 q 2 ', \ \'s \ •,, °8 ryl J%I O \ ab av C6 STORM WATER POLLUTION PREY. PLAN F910.0 \` /i % `•�R�\\ \'\'•, \ \I °~`'': ' I ' ` >, �f ` 1' \ C7.1 -C7.3 DETAILS Drainage Plan GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER - t STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A � I r� c 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 - 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%. Z 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. 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'. H 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 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 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 SE OF SECTION 28, TOWNSHIP 121, DIMENSIONS. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND TRAVEL WAYS CLEAR OF SOIL AND DEBRIS. DAILY CLEANING AT RANGE 23, AND 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, 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. _916- X91]]' MATCH LINE Sheets C2.3 / C2.5 i XPI5; 89'22',1,P' W q° ,I / 7 r r I I II °I 1 II r} I r, t, PAGE LAYOUT: Fc C2.2 C2.3 C2.4 C2.5 C2.6 0 50 100 150 C2.7 GRAPHIC SCALE W FEET LEGEND TYPICAL HOUSE PAD x 932.0 Existing Spot Elevation 908 ---- Existing Contour FBLO SUGGESTED BUILDING TYPEA Existing Tree Line SUGGESTED GARAGE FLOOR ELEVATION Existing Wetland Boundary LOWEST OPENING ELEVATION M » LEE= LOWEST FLOOR ELEVATION - - Existing Storm Sewer - •- •- •- •- FB =FULL BASEMENT Propsed Storm Sewer FBLO = FULL BASEMENT LOOKOUT • 9:5311 Proposed Spot Elevation FBWO = FULL BASEMENT WALKOUT MLWO = MULTI-LEVEL WALKOUT em Proposed Contour +1 = ADJUST 1 BLOCK UP IN Driveway Grade ,11 a /� •{ I unou9 unln. UKM WAILK, \ •�' �� r I / i BOTTOM=906.0 Boa_`- _ \`\�\ ourLEr=sos.o BA.SII� IOOYR HWL=911.9 X '° - s4 MATCH LINE Sheets C2.4 / C2.5 X .0 Ilk L' `1l ooh a oo m° PROJECT LOCATION PLAN ---i-------------- f--�-------- OVERALL LAYOUT AND -PHASING PLAN - t �G ° 2 a y0.Zla � I r� c J iFe2LY y• I Z C7 Uj . L- 9153Xy1° W (L u 3N � 93G.I X+ pry (_ •r z I II 193._ - _916- X91]]' MATCH LINE Sheets C2.3 / C2.5 i XPI5; 89'22',1,P' W q° ,I / 7 r r I I II °I 1 II r} I r, t, PAGE LAYOUT: Fc C2.2 C2.3 C2.4 C2.5 C2.6 0 50 100 150 C2.7 GRAPHIC SCALE W FEET LEGEND TYPICAL HOUSE PAD x 932.0 Existing Spot Elevation 908 ---- Existing Contour FBLO SUGGESTED BUILDING TYPEA Existing Tree Line SUGGESTED GARAGE FLOOR ELEVATION Existing Wetland Boundary LOWEST OPENING ELEVATION M » LEE= LOWEST FLOOR ELEVATION - - Existing Storm Sewer - •- •- •- •- FB =FULL BASEMENT Propsed Storm Sewer FBLO = FULL BASEMENT LOOKOUT • 9:5311 Proposed Spot Elevation FBWO = FULL BASEMENT WALKOUT MLWO = MULTI-LEVEL WALKOUT em Proposed Contour +1 = ADJUST 1 BLOCK UP IN Driveway Grade ,11 a /� •{ I unou9 unln. UKM WAILK, \ •�' �� r I / i BOTTOM=906.0 Boa_`- _ \`\�\ ourLEr=sos.o BA.SII� IOOYR HWL=911.9 X '° - s4 MATCH LINE Sheets C2.4 / C2.5 X .0 Ilk L' `1l ooh a oo m° e40.P I >m etee V_v LFe/4.e \%iti w.wO eYtt e !G e= G P28 3N a� �N qti' JN 2 \ I • __4:F 3.ea 64FB&7 II 024.1 LFeY&7 LFet&1 09ti-. --rCh- Po975 i � U �9 q,-941)- 91q.G"• �gya 39.8 X 940.4}Z 9105 Y. 937.1 ` , I?A, 917 010 (V PA4F11£H7 4/DER P(f Ci St;cer17771 I ICE (344. 2019) ✓ A I oo J I l/i I I T f�� ✓/-All I I I I I i ! I ! I htX{ ?s OJI], Fx15PhG bUfL77, 4 r h - I 0 9 iFe10.7 I 1 \ LFOW7 e l FB\\ G \ \ G GFB effi.1 i G e>to LF�16,0 I LFef4.1 I LFWse eQ8 0 I I u effi1 I,' i e£&6 '17 38-�-��_922-�� ��•�• L^w N 89-23'00- 9_-_--9-4 _ 1914 _]--,C3=S- 924 _ _ _ - - _ _ _ _ ♦ 579.7 Y I� I ; X912.11 X913.1 /9^3.0'-\ MSnX-'-j ' I bF(L'!G5 1 °�J 5 I s 11 I ! I I ! ! i ! I 1 ! I I I I 1 I I 1 I I I I I I ! I 1 i 1 I ! I I ! I I I I I OVA LVA Fe00.6 ! I 1 0i10.1 FB 1 C\i 46 917.6 I 1 U 1&1 °P awn Ln G mo 1 C. ! -' LU Zane Z j 1 G \ enJi 1 a A- 0/ X 9 19.5 , 0/X919.5 1---------_=" t N �97 ^-9\e•X9i75 X917.1 J" -1---- 19171 ----- Y. 9152 INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, LIN 55446 HENRY HANSEN (763) 2381610 F- V PROJECT LOCATION PLAN 7 OVERALL LAYOUT AND -PHASING PLAN - t COM ° 2 a y0.Zla � I r� c tFeP&7 F@WO i iFe2LY y• I Z C7 Uj . FBINO W (L 0 e 3N � 3N pry (_ •r C6 N Grading and Uj LU �a O o Q Z Q Q Z = W lr 'a e 4 0) LU It H W e40.P I >m etee V_v LFe/4.e \%iti w.wO eYtt e !G e= G P28 3N a� �N qti' JN 2 \ I • __4:F 3.ea 64FB&7 II 024.1 LFeY&7 LFet&1 09ti-. --rCh- Po975 i � U �9 q,-941)- 91q.G"• �gya 39.8 X 940.4}Z 9105 Y. 937.1 ` , I?A, 917 010 (V PA4F11£H7 4/DER P(f Ci St;cer17771 I ICE (344. 2019) ✓ A I oo J I l/i I I T f�� ✓/-All I I I I I i ! I ! I htX{ ?s OJI], Fx15PhG bUfL77, 4 r h - I 0 9 iFe10.7 I 1 \ LFOW7 e l FB\\ G \ \ G GFB effi.1 i G e>to LF�16,0 I LFef4.1 I LFWse eQ8 0 I I u effi1 I,' i e£&6 '17 38-�-��_922-�� ��•�• L^w N 89-23'00- 9_-_--9-4 _ 1914 _]--,C3=S- 924 _ _ _ - - _ _ _ _ ♦ 579.7 Y I� I ; X912.11 X913.1 /9^3.0'-\ MSnX-'-j ' I bF(L'!G5 1 °�J 5 I s 11 I ! I I ! ! i ! I 1 ! I I I I 1 I I 1 I I I I I I ! I 1 i 1 I ! I I ! I I I I I OVA LVA Fe00.6 ! I 1 0i10.1 FB 1 C\i 46 917.6 I 1 U 1&1 °P awn Ln G mo 1 C. ! -' LU Zane Z j 1 G \ enJi 1 a A- 0/ X 9 19.5 , 0/X919.5 1---------_=" t N �97 ^-9\e•X9i75 X917.1 J" -1---- 19171 ----- Y. 9152 INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, LIN 55446 HENRY HANSEN (763) 2381610 F- V PROJECT LOCATION PLAN 7 OVERALL LAYOUT AND -PHASING PLAN Z Q COM ° 2 a y0.Zla (L C2.1 -C2.7 GRADING AND DRAINAGE PLANS o Z C7 Uj e1 � z W (L 0 e z I_j w U o C6 N Grading and Uj LU �a O o Q Z Q Q Z = W lr O e 4 0) LU It H c Y PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND -PHASING PLAN °I� o$a' ° 2 a y0.Zla M ON woE C2.1 -C2.7 GRADING AND DRAINAGE PLANS o �TEe Si Y Cg �Qlmm Ob.o ^v C4.1 -C4.7 STORM SEWER UTILITY PLANS z .g Yn e w U iro �0 C6 N Grading and £E� V N Drainage Plan N o (O N C b O lr V e 4 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND -PHASING PLAN °I� C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS o C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /vL/� C4.1 -C4.7 STORM SEWER UTILITY PLANS z C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Grading and C7.1 -C7.3 N Drainage Plan N (O N m >- aJ H 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 /�/1, C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS /vL/� 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 GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER LLC STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A 22E 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 17 OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY BUFFALO, MN 55313 THIS PROJECT. THE STANDARD PROCTOR TEST -ASTM: D-698 WITH a 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%. o 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 O.1'. Q 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 A. SILT FENCE. 10. ALL AREAS OF UNSUITABLE SOILS FOUND IN THE PAD DESCRIBED 0 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 E. SEED AND MULCH OR SOD (SEE NOTES ON LANDSCAPE PRIOVIDE INFORMDINGONION AS TO ANPOSITIVE LOCATIDRAINAGE PROJECT LOCATION PLAN.6. 11 SHALTHEIR PSIZE ON FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. PART OF SES OF SECTION 28, TOWNSHIP 121, DIMENSIONS. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND TRAVEL WAYS CLEAR OF SOL I AND DEBRIS. DAILY CLEANING AT RANGE 23 ' AND ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL BE PERFORMED, ESPECIALLY PART OF SW] 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 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. pro X r, fie. \ ♦ , `�� �\� X90,9` \C� / ..�♦ ; �' \.•.\ `'-- --' \` � i 4�'�o�O G�. i/;n��,� `'.moi �•���`•. �°I,�� � q\\\ \ /'911 0 ` W� \ \ �).OB •� I i qtr ' I O` •` , /i `. LF900. z+ I , � � LF9t0.1 , ' LF0f0.9 q� ♦�' ' '� FS __1 I DalWA 0 11e I au r i xx9o7_ j °1 xsmh ° ZII -- __-- -: rn ---- ---_�___-__._._.__ `'-� i n. •_===..m. S ..... - ...•___._.._.- ° __ _ _- _ - r• -tet-- 5 ��.. - - - •_ Gnd�C ins---.I,.....�...........•..=m.:..V----.... _ 7-______,.__L �_- ___ -- ' o r 01 FB G G G 3b B6 j 918.7 ! I AV` 1 -I, X919.�i iI YW - - LF910.7- _ - tt i I `yA 918.7 I s'I� --- *9176 - *9175i9i'2 ----------------X91:.2 �-__--------------- -- M9I56 91i.5� --_ / 9 Ij 914.I�\ I I I 4 I I / o PAGE LAYOUT. C2.1 C2.2 IC 2.3 C2.4 C2.5 C2.6 0 50 100 150 C2.7 GRAPHIC SCALE IN FEET LEGEND TYPICAL HOUSE PAD X 932.0 Existing Spot Elevation ------ 908 ---- Existing Contour FBLO SUGGESTED BUILDING TYPE Existing Tree Line GFE=###•# SUGGESTED GARAGE FLOOR ELEVATION _ Existing Wetland Boundary LOE=###.# LOWEST OPENING ELEVATION M LFE= LOWEST FLOOR ELEVATION - - - Existing Storm Sewer -•-'-•-•- FB =FULL BASEMENT Propsed Storm Sewer FBLO = FULL BASEMENT LOOKOUT • 9u.w Proposed Spot Elevation FBWO = FULL BASEMENT WALKOUT MLWO = MULTI-LEVEL WALKOUT saa Proposed Contour +1 = ADJUST 1 BLOCK UP lax Driveway Grade 17611 � - / X \8765 \ \ \ 1 ` \ \ \ \ 0 1 '7x , � $ . \ \. , � \ �` \\ �\\ 1 \ \ \ \ \ \ 1 �'. r MATCH LINE Sheets C2.4 / C2.6 x I\ \( .\ , \ \ \ .\ \ \ i \ ---- 491.35-- Tm rt Gs:;u' \\ \ \ \ \ oa, S 89.55'52" E ♦� \ 01T 1 Q' v vvlvv��v v v 9� off, •. \' a t /\ O \ � .t `�I $ \9a `�' `§ � (j � `\\ I .� \ � �I \ `, `� \\; \\ •` \ `\x 93z.o_ :-�.,- I -I`Z`� --'rw >9rseesw;c' siva \''. ♦ \ "nom' \ 1 -\., u r\ �`->�_. 678 >7 7`\(',♦ $� '-(' "---a� -`�. \\ \ \ \4 \\ 40.00 ♦ '1 '4 e \ ` 1 \ 1 q J S 9 11 1 \ I ` \79.9X \ ` _ \i N 89.2210"E \•. � i� is �� -j I \\ � \ ` � - 879 Ox W..l/ 879.2% Ld c7es / \ e7e.6X ep- \ �X �.� tr B` �\ XB78. ` ALd 0916V ,%\ \ \\ h}S ,1\ \ \•qN y'� F \` \r 1 - ` - - - \`.B dy\< `\ `< \ ! 3� i 178.3 ` •1 .�•1 '�\' X11 o i o ;%; q�\ '0\ �'�.\ � • tb\ __-, \Es \\ <\ \\ �• ri `l \ \ f a`4 1�= -O ` \ �� _ < �` \ \ �'\ I-� 1- 79.9 <+ 7 `\I tl•\� \ S I �, IIs \�gm \ _ ''\ 41 �A� ` \ jaez- G pQA •,• � ` / . \� �1 1 \ c� ;.9LF009A _ ° o .I �-----Z 1 q`°1' qe. 1 r r ,r -'•-r `�a\ ,...�-.' \ `\ \ \ ` \ \ - _ _ - _' ii X X91),7 A, Aaoo - i -23-00" E I I� �i __-__ -1I` 1 1 °!S, 1 tr^-_ �ObB -_ _-. .d`•Q� ia`a•P�y� Ij, \, ? z r ti�� •_ j�j, 9 -?meq - 1\ � � � ( � _ - -`-- MATCH LINE Sheets C2.6 / C2.7 tlI D 6 i d, �•. �m�,j]�CfY1 ��q\ dpi aQIO p \` -� --- - -___------ ,l .. /r i INDEX OF CIVIL SITE DRAWINGS: CLIENT: PROJECT LOCATION PLAN VHF INVESTMENTS, � LLC 8.a 14505 43rd AVENUE N. PLYMOUTH, MN 55446 22E HENRY HANSEN (763) 23e-1610 J 'n Ts O U I� C2.6 W � WFi Z a COM STREET PROFILE PLANS a 2� LU (� LU w a Uj It o z 2WLU C o Z > 0 m Lij 0 coCD a 2 a ZQ 0 Z IW W Q W IT 0 0 Y � PROJECT LOCATION PLAN 8 e � � ~ x U 8.a y4xiu 22E C2.1 -C2.7 GRADING AND DRAINAGE PLANS J 'n Ts O U I� C2.6 C4.1 -C4.7 WFi °no C5.1-05.2 STREET PROFILE PLANS C6 STORM WATER POLLUTION PREY. PLAN Grading and •�a o S QC) co In o ' o /VIYIIIIYII-�\V O N m ca m O 00 W CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN � ~ x U C1.1 -C1.7 PRELIMINARY PLAT C2.1 -C2.7 GRADING AND DRAINAGE PLANS J 'n C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C2.6 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 QC) co In 0 co O N m ca m O 00 W W 0 0 0 ? 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 C2.6 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 GENERAL GRADING NOTES: GENERAL GRADING NOTES: SURVEY DATA 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT 9. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER FBLO STANDARD SPECIFICATIONS FOR OTSEGO, MN, AND THE LATEST TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A GFE=###•# 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 OC 3. THE CONTRACTOR SHALL NOTIFY "GOPHER STATE ONE CALL" 48 COMPACTION MEETING 1007 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%. Q 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. 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'. I t 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 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 a4 o � 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 014 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT THE SITE AT ALL TIMES. PART OF S OF SECTION 28, TOWNSHIP 121, DIMENSIONS. 7. ANY EROSION CONTROL ITEMS NECESSARY TO PROTECT 12. THE GRADING CONTRACTOR SHALL KEEP PUBLIC STREETS AND TRAVEL WAYS CLEAR OF SOIL AND DEBRIS, DAILY CLEANING AT RANGE 23 AND ADJACENT PROPERTIES SHALL BE CONSTRUCTED BY THE THE CONSTRUCTION ENTRANCE SHALL DE PERFORMED, ESPECIALLY PART OF S OF SECTION 27, TOWNSHIP 121, GRADING CONTRACTOR. AT THE END OF EACH DAY'S WORK. RANGE 23, B. 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. ---------------------- A _ TO' _ II ` •II 010�:i.°tleG i icj�yiI , 0t0ro7. a ° U o n WLFaOa FB90F9OWOI;n GIi•I M T-- 0 094.1 G I 1 iMILWO I>6 '0"LF93-U 1°gG1 080.0 LF64a0; MLWOI 04.0 i G uw I; Ossa, G �I 04za 1 IiWo, FBLO LFa50.1 +>a m LF644.5 \ MA � i ( 097.5 a, IR I I I `II w X II � I n -x j I �Ol ,ZF.00 N I j% 640.7 '• I 0"7 I 1� �M� I Lfja .7 LF930.7 g I i '!FBA I MLWO I I FB 418.7 0"7 I I G �' « G' 64x6 G I'64es �.. 1 _ A7-1-'-- I) art' 1I, -__FG'OEF.I---- .Iy:� ,- 1 0 I li I I PAGE LAYOUT: C2.1 C2.2 C2.3 C2.4 C2.5 C2.6 0 50 100 150 C2.7 GRAPHIC SCALE IN FEET LEGEND TYPICAL HOUSE PAD X 932.0 Existing Spot Elevation I z I 908 ---- Existing Contour FBLO SUGGESTED BUILDING TYPES Existing Tree Line GFE=###•# SUGGESTED GARAGE FLOOR ELEVATION I LOE=###.# _ _ _ _ LOWEST OPENING ELEVATION Existing Wetland Boundary LFE= LOWEST FLOOR ELEVATION Existing Storm Sewer x I x - •- •- •- •- FS = FULL BASEMEN Propsed Storm Sewer I� FBLO = FULL BASEMENT LOOKOUT . szsw Proposed Spot Elevation OC FBWO = FULL BASEMENT WALKOUT MLWO = MULTI-LEVEL WALKOUT soe Proposed Contour Q +1 = ADJUST 1 BLOCK UP Q Driveway Grade I I I I --- -- � � i I I I z I I C1.1 -C1.7 ri " � \�• `� 040 1 v C2.1 -C2.7 I� I j j x Ir x� I STORM SEWER UTILITY PLANS nnQ L-1_ �°I\ I O STORM WATER POLLUTION PREY. PLAN ~ x I x Yu I 6 I� Z .j1] I OC I LU W O Q _ I Q IhII'1GV Ac AII111 c+IT'C MM AI■/1\1- 1] = W II 1 I t W W s LL I e 'to �y¢W o�Oc d WIy�I�bNVU 2 zhlo� O Eno fib', "$Eo ti W Zgjmm°Oe' Q a4 o � V t71w°Oaco3 003 hayca o Li rn U 12 � a N (yllulll `\� O e CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 ri " � \�• `� 040 1 v C2.1 -C2.7 GRADING AND DRAINAGE PLANS TC C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS \ C4.1 -C4.7 STORM SEWER UTILITY PLANS L r ol l I O STORM WATER POLLUTION PREY. PLAN ~ x I x Yu I Z .j1] I OC LU LU W O Q _ I Q IhII'1GV Ac AII111 c+IT'C MM AI■/1\1- 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 TC C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS \ C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS C) C6 STORM WATER POLLUTION PREY. PLAN -1 C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)236-1610 C2.7 Grading and Drainage Plan W Z Q �a ILIL 2� Z LU a a 2 LLa0 Z .j1] a OC LU LU W O Q Z Q Q Z Q I� 1] = W OF� W Q e 'to �y¢W o�Oc d WIy�I�bNVU 2 zhlo� O Eno fib', "$Eo ti W Zgjmm°Oe' Q a4 o � V t71w°Oaco3 003 hayca o Li rn U 12 � a N (yllulll `\� O e ru V � II U J�ol� �u c� rn o 0 0 Nl M O m m W >_ m W 2 2 Y O O O U FILE NO. 00715 C2.7 Grading and Drainage Plan GENERAL UTILITY NOTES I I - "- 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, =_-jll}- • 212 ' 8 LF 8 PVC FOR THE CITY F MINNESOTA DEPARTMENT OF OCATIONS VERSION CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE ���-" MEYER8 ROHLINSERVICES LAND C3• C3.2 _ BDR36 O-- 5.83%(11.84)._ h N p TRANSPORTATION P CEFIFOR HIGHWAYCONSTRUCTION AND ALLMPCA NPDES FOLLOWING: O1� I.tAVENUE ____ - - _ ---_ _ I_ --8' DIP CL62- j� _ IE(S)=914..26 (8'f0Ur) .4EPM LLC REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL BUFFALO, MN 55313 - a ` x_937.6 _ ,-- 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 137 SOR3 00 DATED: FEBRUARY C3.3 C3.4 14505 43r d 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 992.8 12, 2019 t I 1 .931.7 ! 921.0 LF921.0MLWO P50543,H,MN5544. LF926.7 EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER LF926.9 BENCHMARKS (PROVIDED BY OTSEGO CITY I ! __.•LF919.8 _ rtBWO \\ 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF B 1 `, 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 9278- 29 DATUM): I C3.5 C3.6 G _ (763) 2361610 THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. G rl,a , i 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT Y_\L-7yTO�_ __ _____ _____ I• STRUCTURRESES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL N OF 75TH ST., ELEV=928.00 CONTRACT. TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S RR SPIKE IN PP,QUADRANT OF OGREN O 50 700 750 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. AVENUE AND CO RDD 38, ELEV=948.06 C3. ] W EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GP64PHIC SCALE IN FEET -3 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. PROJECT LOCATION Q M 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCELu d BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO BEGUN, DAMAGE WITH MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL DATED 2013 FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. PART OF SE OF SECTION 28, TOWNSHIP 121, LEGEND '- EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS ALL TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING RANGE 23, 2 Z b a 2 SHALL BE PERFORMED BY THE CONTRACTOR AT THE UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, AND PART OF SWj OF SECTION 27, TOWNSHIP �_ W C 3 Q ANY REPAIRS NECESSARY ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES 121, RANGE 23, _ - Existing Sanitary Sewer 9 y � M 0 J CONTRACTOR'S EXPENSE. GOVERN FOR EASEMENTS AND LINES. FOUND AS DEPTHS ARE ESTIMATED. WRIGHT COUNTY, MINNESOTA. - • - Existing Water Main W IL C � d Z B. FINAL PLAT SHALL LOT CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE - .. .. Existing Storm Sewer g Z O C 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS CO CONNECTIONS. _�- _�_ Proposed Sanitary Sewer J Q }, AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL INCIDENTAL TO THE 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR LEGAL DESCRIPTION -1-)-7-7-r- Proposed Water Main P '�I W ~ } SA CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITY'S SANITARY SEWER PERMITS OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. Proposed Gate Valve Z i p a: --JSYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST SEE SURVEY. - •- -- -- - Proposed Storm Sewer W W to Q H THE CITY'S WATER SUPPLY SYSTEM. CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. H' Proposed Fire Hydrant & GV �A W 0 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 20. CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER MANHOLES PER CITY Z J « O _ Z TO BEING SHUT DOWN. DETAILS 308 AND 310. Q Q f' Q 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. = W UJI CONNECT 1DJ - 7� ! i l l - ' I �'� PYC SDR35 X 927.4 EXISTING 81 DIP IEE I i/ --f -- ------- -- - - - - - - - 4.44% ' •�------------------1---------------- II s -& (2.8) 96 LF 8' 1- c� .. ..926.6 `9?E.\ _g"b - �\ o �\ \ \ S 89''75'43" B'`9 \ Prc SDR3s 03.8&S • IVl <-� 916.} c1',7 91r�.J '9? 9 0 911. 90.5 �' ut6.0 T'' c n ' S v a'. _ 898.9 ' ,NDN .. X 937.0// I TC y a i MHF-6 g V ; I 18'RCP _-'i< V. 15' RCP ` _-ter/._ �* ��'�L-=� -__ _�` i•�_- -REE6 W Q�ino _ -��- )c . -- �O�"-i -IE(SB E g' V' Q mo 1I._ LC_ I I - "- 9 9 - [ =_-jll}- • 212 ' 8 LF 8 PVC ���-" -11 rm _ BDR36 O-- 5.83%(11.84)._ h N p 19258 I MH P1-8 RE -926.28 \ I p O1� 8' DIP CL52 I WATERMAIN ____ - - _ ---_ _ I_ --8' DIP CL62- j� _ IE(S)=914..26 (8'f0Ur) .4EPM "\ i X 314.7 - a ` x_937.6 _ ,-- _ ---- 137 SOR3 00 _ _- T - m I MLWO- I I MLWO- ,, I ! •rrI827.6 0.4017 (0.55) 992.8 994.7 t I 1 .931.7 ! 921.0 LF921.0MLWO F919. LF926.7 FLF I , �19,F925.8 LF926.9 � ` 11 I ! __.•LF919.8 _ rtBWO \\ I ! N 89' 19 43" F. � B 1 `, HYDRANT' 1 _ _ _ I I 992.6 ' 9.4 1 D m 9278- WRH VALVE I 9' LC_ -tv [ =_-jll}- • 212 ' 8 LF 8 PVC ���-" _ -_ - f _ BDR36 O-- 5.83%(11.84)._ ••� I \ _-___- ____ - - _ ---_ _ I_ --8' DIP CL62- j� _ "\ i - x_937.6 _ ,-- ------- ---- _ _- - _ _- T - --______-- I ! •rrI827.6 ev \ I I ax 928�� I LF929.4 I 1 .931.7 ! 921.0 LF921.0MLWO F919. LF926.7 FLF I , �19,F925.8 LF926.9 LF924.5 FBLO'BLO'�934.7 ! __.•LF919.8 _ rtBWO I ! IMLWO I FBLO 199.9 I I 992.6 ' 9.4 928.0 9278- ! Y iI I I G933.8 I G G _ I I' G rl,a , i 1 Y_\L-7yTO�_ __ _____ _____ I• --- __ ___ DIP CL52 _ -8' DIP NCN 2 ./DEPT, E'2 ai W E. mon o - -- -r eoe 'oou•; 3 j a c - V o �_ _MH 11-2-\ \ 2 P+ o F rn � ° Et (8' IN) -IE -W3.50 (e' 011f) '\ B J N DEPTH 04 920!4 G &28 0 0 V WATERMAIN _ - _ x.58 LF 8' PVC q II jot_ r _ _ _ . , -_ _ , _ --- SDR35 O /'•\ ; MH P1-6 ; • �-I•=i`�Y='P-•,�f=�1='1`=r=�T`=5•-=r=="T-f-r--5`-S=r=Y=Y`="/'-T�'� `f"- r` -;Z40, -.ter- �1 ` r 9•F9 , . z. apes_. a'PO--rte.-•-•='�°_' `--.�'A'r� °y�fbi-! r .-.,t.''.-•-•' �•-+=-�•�C�', 0. 24).1L.� O���S �., 471[ (0. 1 1 RE=928.48 II��°---...._]....a., 9 IJx IES =90762 (B' IN ro (r..+ _ �........_ - . a .. .................•- . -_ e - - _` - - - __ -- - _' -_ __--- 9113x, .. .... ...-..�.....u... ,. ..........•......a... I/ tit8� _ � A /_^ I OS DROP=6.04 �. „ r I Ch-Hrg.." SZ 350 LF 8' PVC_ _ 350 LF 8' PVC -1_ _ _ _ _ _ 320 SDR35 O- �?1G. - 924.68 ��, �'• / 5-B_4 Z PVC \ / OS DROP IE(N)=90767 (_ 0 ry o m _ _ _ _ T _ _ - - SOR35 O- - ` MH P1-4 �3T� IE N =913.71 B IN _I AIN / - - - SDR35 O MH Pt -5 _ ___ IE(W)=903.38 (8' IN)-_" x 2.; �� �' IEE =807.57 (8 O8r) I _._ 0.40X (1.40) 7_ _____._.� _ _�_ RE=928.95 ___ ____ ________ _�. 0.40X (1.28) _______7. OS DROP IE + '•. 0.41 -1 '4 / O r ._ _- _ ___ M40% (1.40) ____ _ _ RE=932.08 __ __.. __-___ _ _ _ \� _____ _ IE 904.72 8' IN �)=OSSDROP-7.801 1 ,� DEPTH=20.91 ,I a {- ( ) _�_- _ i, I i1)')= ( ) ) ✓: o •• / a IE 908.17 8' IN k.i �j IE(E)=804.67 (e' p7fT) f }'0 I � lE(SE)=895.59 `_ {} SIE(E)=906.1.2 TH-25.97 5795 I I DEP1H=24.28' I I ()_ ( 0� 1. \ •`� \ ' £i S ,,, u.,u � � 'yam' m w rnn' I ,cy°d IE N 895.54 8' 1 •�7 3 Q � "� �� OIx /1 l , \ ; E } ar G I. G j G u.°, ! I G I i G I G .ar ! G G G DEPTH=29.14 \ • �' F- F9 PDA i I,� 0 899,9 •94.7 834.7 994.9 899.8 I 939.2 992,3 991.2 ! 930.0 \ \ ! 928.8 I 827.8 1 ` 1 I i R 2 II h D 1347 FBLO I I MLWO I MLWO .�, I 1 MLWO I ! I �ALINO MLWO I I I MLWO I`, I MLWO MH P1-9 ' ! 7 = I' C) O ImLF926.9 LF828.7-- - LF928.7! I ' LF928.3 °91 LFB26.8 LF92b.2 LF824.9 LF923.2 ' LF922.0 LF920.8 RE=923.79 ' 1 / N r a '' 37.5 829.9 828.2/991 'I 990.0/827.0 I 28.8/925.8 IE(SE)=895.88 (8' 1IN) I 1 .� Try 1 _ c ,• / • Iy / 929.5 �°/ 9 S '` I l 1830.9/939.9 I I 930.7/928.7 I 929.7/991.7 I ! ! I 991.3 I I I I 990.8 I I 830.2 (I ? is I I ,, x 8/9 IE(NW)=895 �, y 9155 / 212 LF R PVC. 1 X437.0 SDR35 O i I B' DIP 1 C152 �I I I 1 I r> I I ' ! .n rY ! ' I I I sre e+° I I 1 7 1 t „ Iti t Ens3.4 �p,'E� o.4OX (0.65) = 3`- , sx ' ' - ! t , I 1 ; N3 _E p NL95Ey %% I, ! WATERMNN i I I , I I,, ! xS3rI I 1 I I I I I I IE(S)=896.17 (8' IN) �! ' II _ (A (n V) -9173' �'� • ' i 1 sy' , ! .1 ) / 931.1 ` IE NW =886.12 8' xc 97 S , J - j L-- --� I'�-------- I 1 --- -- -"' I---------� i L----------------�1 ! `------ J I--;�--P'-- '-----;1 1 _. , = N m co 971.5 }0' X931.7 -- �f' --'yA 1 1(�\ \ ' ____ __ - .___� _______. ___-_ ¢+9_ �- __-______ ____-__ (T_7 O a) + 9 ' /Lu MH PI -7 _ �` __-_ - \ 5: Ati/ tOAP 9}0.9 '` 1 __- --__ c r .. ____ I Y / 91971 3 `521. a IE s)-9oa52 93 W) p V �' 1 r - ,� - - MATCH LINE Sheets C3.1 / C3.3 E I " - jp _ _MATCH LINE Sheets C3.1 C3.4 j 0 0 _ J RE (8* IN) o p C°26.5 �' 'c 9373 ,� IE(NS=908.47 (8 OUn m I I 1 ' I __ x3,jj '9rb\ \ t I .a -I� r-__-__-__� �__ ` __ ' ! / / 1 / /9., --\ 3'•om E I I T- I ,; ! II I 'X932.7 �� �' _ _ __ a I _ `° i` I, ` " �I' I! r -�9 IL SITE DRAWINGS: FILE NO. 00715 C. _ INDEX OF CIV _..-.--r.. 918.5 ° t E ! TII .I1-LF9JB92D.s I I 4 9- I ,9a4E Q CO PROJECT LOC ATION PLAN _-_i_-_ C1.0 OVERALL LAYOUT AND PH ASING PLAN 17. 928.7 990.9 929.7 -C1.7 PRELIMINARY PLAT 2.9 L C1.1 X9314 2,7x9 932.7 C2.7 GRADING AND DRAINAGE PLANS �-C3.7 LANS _ 247 . 00- (.) -C4.7 C3. 1I.A.. STORM SEWER UTILITY PLANS a, .. - ! G- ,,,a, � � ! C6.1 C5.2 STREET PROFILE PLANS o . y ' , r,. , It 9Li * ru„ m "*y a - STORM WATERPOLLUTIONPREY. PLAN 47 .__ : - z - _ s 935 H10 /7.I - •:.� HYDRANT 9 Sanitary and Water I ,� _ t - a _ �,•.5 RANT e L 91ao __-- �---- _-_- _-; ----�° __ _-- - _-- 117717 vAL{E- - - --- C7.1 -C7.3 DETAILS ' - - -- - -- - - -- 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 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 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 CITYS 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 -69B 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'. 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 ALLEG L R U ATORY 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 CIN DETAILS 308 AND 310. 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 SQ 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. -- R>*.,- �-----------_�,b.__--�>,urtR XA753 �lA4R - ----�-`'_--I---- 6 <F� Cee,: j✓.-�v-'- t tt - i' �/ rA' �s�o`f. �1 / /✓1CONNECT v ;`�\P /!Iee / 616/ -I E7s.4 ---, \\ ` x9n.4g876 DP/ x8717 `\ X8728EXISTING 8' 13Y WET -TM ' i _ 63 (F B. i.d /. -„' \ IC &47-A1Ex UH -A1 �\ x87,.7PVC t NfTW� .(y,gD�D a O 4.44x I, w r -RE 885,20 ^\I ) \873.1 /, -> ' IX IE(E)-889.10 (8' 0177) \ A7zs 1I eu % (2.8)/ {% / NEW IE(S)=8720 (e. IN)\R93.1 1 X8714 1 .✓ / \ 95 LF B' 1 TC F7.4/ 11 OS DROP IE(SW)870.0 (8' IN) \ S 89�v W' 43' �' \ PVC SDR35' '7.s--- - �a ( Y OS DROP=7.0 F7 t y \ O 3.BB% >� • I _-- CARE DRILL NEW CONNECTIONS .--_�( I \ / , 875.7 - _ y•- ego--_,-__ __t__,_____ ; I III /8 ar miC 893.1_'v_ -_i •�_ C- c- , ( I �I/ i(z -�'-16 RE -888.60 T�•1l \, { I 11 '\ / E73.7� \\ /l \871.7 ' Ip �_ --. �- - - -.. - IE SW)=880.00 (8' IN) 1\ / �'ssB'i-------- - C' - -__ =~_wAT wPM4�i sN 2 a 1EDEP(N�rTieeBo (B' ° - _ '� \>�A77...1 \ i 972.6 _2121F 8'PVC _•�- -\ \ \ \ �• \\'��/ K��\ \ \ \ I X873.0 / _------1 _ r SOR35 O- --_-_ - NH P1-2 -_-\ \ \ \ \ \ \ \ LX \ \ �\ ` t 4ri5.0 '- - - - - f ' 5.63x (11.94) _ - _ --RE-895-50 RE=895.50 \ \ \ `. \ \ •`!h \ \ \: \ \ \ \ 1 �I _ IE(S) 883.60 (8' IN) --8' DIP CL52- - - - -_- - -__ -IE =883.50 (8' OUT) \ \ \ \ /•, X/, `'\ t \\ `\ \ // (;-I 1 _WATERAWN �- _+ _-- _--`- - _ - ---o =f2.00 NE) `., \ \ \t,,(k \ \\ •\ \ \ \ \- \ \\ \ / \ --x1�14r- - "° ---- -,:n_- -- vu 5, 92a.4>� \\ �.\ \ \ 'J'; ' \ \\ \\\\\\\„ \ \ `\ `, `� `` `` �• , 7i � � \ \I � / LFa21.0 LF91a.B\ \• / 1 l \ \ \ \ `� xeacl \ \ \ I 1 1 \ \ \ 11\\\ \ �, \\ 11 1 FBWO �_FBWO "- e \ X/t `1 \ 1 1 1 1 \ t \ \` '``� `�. /// t 1 I 1 x871.r G 9290 ,z.G 920 e27a- -�'B>1 `\ \\ \1 \ tl t\ \t 111` 11 \ Ittt\\\ ` :\ \ \ ` ` `` ~�` l /� •r - -_ I \ `\\ xB7a1 - HYDRANT ,r3 I I \ \ \ \ \ `•' Y' ' "t/ \ `,\CA7�C \ A \ \ 74.0 0.41x (0.24) G.� 1 \\ \\ � \ \ �=: \' \ ` \ \ \ \ \ 1 1 1 / / f ti\ -..� - , _- ..==..Y. - `*� , it 'O� i •y'�C� \ \ \ \ \ ` \ �\ e i � \ \ �+ I i \ \ \ \ \ l �\ 875.7 RE=924.68 58 LF e' PVC IE(V)=903.39 (e' IN)) ,T \ 2 ,�'•' / SOR35 O - •Y ' 1'/t( \ 1 \ \ \\ \ \\ \ \ \ \.\ \ `\ `4 \ \ II 1 \t \ \ \ \\ i\\ _✓'."' OS DROP IE(W)=895,59 (e' IN) \ �•� , 4 0.41x n 1 OS DROP -7 80 IE(SE)=895.59 (8' IN) _ IE(N)=895.54 (8' OLIN 1 \ �°\•� ,t t `- 9: a- rll \ \\ \t \ \ , \` \ \ \ \ \\ \\ \ I \ / �, 1 , \\ t \\ \ `\ 1 \ r ■ DEPTH 299 Z 1 928.8 Ik I iTl . MLWO C) RE=923.78 II / r t 1 Il 11 1 1 LF920.8 I 1 / IE(SE)=895.88 8- IN ( ,� I 40� � (n 28.6,1926.8 IE(NI'n 95.83 (e OUI)I' - 1 1 \ iii 1 --F ! \ \ \ \ t Ps 1 1, 1 t oEPH-27.98 % 1 J-. t ::G \-_' -" r'" \ \ i _ WET \ \ N MH P1-10 1 I• i 1, - -t -.-1 1\\ \ 1 I t t l \ 1 { 1 1 1 , RE=922.78 1( t, 1 -� -.- ,- -- - t \ ,\ \ , \ \\ , I ,\ � �, I '1 \ \ STORM WATER nIE(S)=8O It _ _ - \ \ , 96.17 8' IN 1, 1 1 1 ! \ \ 1 3� 7.� DA � I W IE(NW)898.10EP1118(26.6) , a1 ° ; I-. 1 1/ I 7 11 \ 1 ; 1 I I / I t\t \ 1 8nZ� t t L.IA'IS�IW /SIY, 1.J 1 '1 .1 r 897.6 \ 1\ 1 \ i 1 \ y,/ ' I --- e s / 1 / 1 I I r / ' -' ''\ 1 1 / 1/ � � r• `rt l`����������� 1 \' \ 1 I _c pie MATCH LINE Sheets C3.2 / C3.4 , li N � \ lu' ss- mss- 1 1 >/o.r' a�-�",�-�-- �_->�rc4s f- -•-___ - "-c--`-- \ , \ '<&5.9 \ 1 t 28B LF 8- PVC _Z_:1_= SOR35 0 e L: 1 1 B.A o.40x (f.15)- Xe7e.' \ ` t t 1 1 1 i 1 ` t\ x8sss ITYDRAN7 /4 \ I « xyus n x 888.4 \ II ' 927.5 �I 1 LF916.8 t WHH VALVE I 1 t �-� LF919.E � � � , , �. .h, , is , au,e \ \ \\`__i" / �91a' � ` Ic91 I 1 1 \ i t 1 xe„•. oy ,-- I I \\ ' \ \ "� \ I I I i I \ � 924.E PAGE LAYOUT. CLIENT: VHF INVESTMENTS, C3.1 C3.2 LLC C3.3 C3.4 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN C3.5 C3.6 (763) 238-1610 0 50 700 150 C3.7 GRAPHIC SCALE IN FEET LEGEND • • Existing Sanitary Sewer Existing Water Main » - Existing Storm Sewer -°-•-•-•- Proposed Sanitary Sewer -T -f -1 -T -T- Proposed Water Main • Proposed Gate Valve -'•------ Proposed Storm Sewer 4 Proposed Fire Hydrant & GV f \ q \ x Ir 8705 \ I I (JT 9T 8625Y 1 870.4 3,\V�1 \ I� t' I 871.7 870.5\ X I �t /8869.8 X, I` } 0.21 X 870 \f II \ I A I j �I I �1 I Z s7o9x� I 1 11 1, N I /870.8 � bl I .x I O 870.9X Q^' I 1 I 11 _ X X x � X8705 II 11 \ 70P b• (V? = V c> C W 0 O coa N w /nis /It W 0 F - 3 Z W iL C Z a X0 g a� W U1 y Q Q f - QN 0 Utility Plan = W m O m W W 8 cc 3 a Com c> C t C1.1 -C1.7 O F$ N iN na, C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS 0oE Y WN °nU C5.1-05.2 STREET PROFILE PLANS N STORM WATER POLLUTION PREY. PLAN m C7.1 -C7.3 � Utility Plan m � m W La to CI A C� 11 Nc� 0 e� z .- Cn c> C t C1.1 -C1.7 O \ C2.1 -C2.7 (n (n C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS N STORM WATER POLLUTION PREY. PLAN m C7.1 -C7.3 � Utility Plan m � m W 8 3 U O O O U INDEX OF CIVIL SITE DRAWINGS: \\ CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN FILE NO. 00715 t 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 xs%v. C6 STORM WATER POLLUTION PREY. PLAN Sanitary and Water C7.1 -C7.3 DETAILS Utility Plan GENERAL UTILITY NOTES CLIENT` 1. SPECIFICATIONS APPLICABLE FOR THIS PROJECT: CURRENT STANDARD SPECIFICATIONS 12. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF LLC 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 TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: HENRY HANSEN (763) 230-1610 REQUIREMENTS EXCEPT WHERE HEREIN MODIFIED BY THESE DOCUMENTS. A. WITHIN THE UPPER 3' 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 17. 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 UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT w THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. Q STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL d CONTRACT. TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE.1 Q EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE 4. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON H 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 J 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 B. 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. CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITYS SANITARY SEWER 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. THE CITY'S 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 TO BEING SHUT DOWN. DETAILS 308 AND 310. 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF THE LAND. 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 CIN 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 SE4 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: CLIENT` VHF INVESTMENTS, C3.1 C3.2 LLC C3.3 14505 43rd AVENUE N. PLYMOUTH, MN 55446 C3.5 t HENRY HANSEN (763) 230-1610 0 50 100 150 GRAPHIC SCALE IN FEET 7 CO Ir w LEGEND a Q (2 W a Q - . - Existing Sanitary Sewer = d - - Existing Water Main I11 A, c:0 Existing Storm Sewer Proposed Sanitary Sewer = 0 C J Q -1 -1 -1 -r -r- Proposed Water Main • Proposed Gate Valve W Z > H p' J ---•--- - Proposed Storm Sewer Lu 4 Proposed Fire Hydrant & GV = W v /mW� / / t 0.40X (0.85)+ • &-1 - 8 OP cLsz 1 - " W 2 �t _ ti � !1 1 jj- jj -a'�b.1� .-1 t 1 I ' C9\I 2 6.7 -_ \}xA_♦_-_` x. 932-2�x7__2 93 1-1 9.-_- `-r_ -.�.-- -.. _-x/Y"x92/''49_R=/--7 9-x= _>_'_-X9z'3^,^7^i^'-' 99_21. 8 5x/9l\ ;1�4! 5 .\2.\ \!9 O2-f59O-.1�5')Y7r R u! - 9 27.2 �1`.( n4\/�; �. // / / / �93{I(/-I9' _2.3_99_ 13S�Lk.o i. 9.7 `r.``9��..0.9♦s3LE(2x911.1 927f X929 N .9 MATCH 1 MATCH LINE INEI_•She\°\ _>ee_ t -s C3._♦ 1_'C3.3 _•\b C-_t3._3L @ _.:✓)0� ' .iI I_- l�n _-+ L I - =-__-- -`_-_-J 931.5 -3 - I L '__-____Er _________-- - itv`p X MH _________ --- _______ ____ _____________-_______ RE -030. I cW°c�Oic _Bp �ao z'CZZmo�7i LyA�.y, lIlmi°noqmumo eu�oNni enNti° '0mmV1I o-yE♦' n 91Gsr-129.. IE) -90.52 (8 -IN e 0,1I�14JX 91 W Vx 8 I 1 \ lb 9 - -1 9_..Rsto:\930.3_•suI37 e18 yi0 „ • 1•I � azn:°wAq° 9 E:S--- e4.i a U. --\ , 1 - R>� FILO ♦�`' ,'� I \ 991.6 � 9901-� , 1 � , 932.8 -- I -� \ ____ Wlffl��5 ___ __�_�`),2 ___________ e' DIP CL52.____. \ �_ WATERAWN 9 _ � ,;r, ,,.�� _ -- ---r=T-r•-1"-� -� � s`==,==_r-`1 _:•`•-r-�r=,-=r=�rr4-_;��� rd- tree_ sae ♦918.5 918.1 s. 91E.8 x9.9.8 _ __ 100 LF 8• PVC ..250 LF 8' PVC MH P2-2 _________- 287 LF 8• PI SDR35 O �f MH P2-3 SDR35 O I RE=928.32 SOR35 0.40X (0.40 / L• RE -928.45 -/F IE =811.60 (8' IN) - O.40X (1.00) I IE =910.55 (e' IN)) i 0.40X (1.1: 11w IIS l i IE(( -911.55 (8. OUT) it( -910.50 (8. Or 9 UT) _ _ /sp IX GROUND=931.00' D�EPTH=16.90 x_ ,5 DEPTH=1282 , \ + _ e• PJC SOR35 .:_re ]I (i 2M :a ' OLT°TH�9A0 12.00 /' 991.5 990.4 tiN Z I I LF923.5 LF922.4 A I' I F9234 F' WJI ,�/ $' 831.5 930.1 j I I II 928.4 C , 9' G9'♦ _____ I� \91dA x9*M_---X9280 x9'8.4 j I C I j j I s__x -----� ----------------------- 936.1 - ------ ------976.1 X� _---_-5- IEI! W21 928. 9zg z 991b - _LF922.9 �- 194 LF 8• PNC I' 9 2.7 t . 892.7 - I LF829.6 2r.1 _ �9 x9 -r a g a Ax v 8x9 9 92 YI FB IFB I IFB '1 - JSOR35 0.. - E0.40X 0.78 _ _-FB- 929.20� 990.9 I ' n 90<g L r^ \ /) a ( ) � r9. b-1. v' ^ 9814 " I I 2 �. 1 n .-_ � I _ w SnJ ♦ ,.l 4 r•170 , 8 , 525 ti - .. 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V :E Y 3\ / \ \ •r j I, WAiTERMAIN` r� i ffi I I Rq W 2 /J_/J' rii12 1 x915.4 MATCH LINE Sheets C3.3 / C3.5 91y ► INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 j j I -91`- CO PROJECT LOCATION PLAN \ I , 2Y: f0' N' 1- I j C1.0 OVERALL LAYOUT AND PHASING PLAN ,f ``♦ ,�>x\ \ -- 42.03 - - -T - - �• - - C1.1 C1.7 PRELIMINARY PLAT ING AND E LANS - ' w•" �- \ r ! - _ _ _ -� \ - y - • "` • C3C4.1-C4.7 .1 STORM SEWER UTILITY PLANS -C3.7 SANIDTARY AND WATER GUTILITI PLANS C3. 3 C5.1-05.2 STREET PROFILE PLANS �, HVDRANr ;E1z . 4 MN PJ -12 i wm1 uALVE \ /%] I /I . C6 STORM WATER POLLUTION PREY. PLAN Sanitary and Water f I 818.0/822. 323 1E 8• PVC C7.1 -C7.3 DETAILS e Utility 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 F OTSEGO VERSION MINNESOTA DEPARTMENT OF CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE MEYER0I.tROHLIN NE SERVICES C3• x+'3.2 TRANSPORTATION SPECIFICATIONS FOR HIGHWAYCONSTRUCTION AND ALLMPCA NPDES FOLLOWINGLLC 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 C34 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% 4. THECONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND BELOW THE UPPER (PROVIDED BY OTSEGO CITY 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF BENCHMARKS UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFYBUT THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN THE ENGINEER OF ANY CONFLICTS. SHALL NOT BE CONSISTENTLY HIGH OR LOW. 29 DATUM): LC3.5 C3.6 (763)238-1610-1610 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW B. GRADING TOLERANCES FOR THE REMAINDER OF THE 517E 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 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 0 50 100 150 CONTRACT. TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. RR SPIKE IN PP, 0 ' 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN AVENUE AND CO RDD 388,, ELELE V=946.06 N7 OF OGREN C3. ] 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 -3 WITH THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THIS PLAN (WATERMAIN TO BE INSTALLED NTH MINIMUM 7.5' OF COVER). MAINTAIN 1.5 FOOT THE EXISTING UTILITY. SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION 2 tt: 7 BY THE CONTRACTOR AND CONDITIONS AS THESEAND SHALNL BENHOLES OR REEPORTEED TOLVE BOXES THE ENGINEERLL BE PRIOR ITONTIFIED WITH MnDOTACTOR SHALL TEMPORARY RAFFICECONTROLARY ZONERAFFIC LAYOUTS FIELD MANUAL DATED 2013OL AS NEEDED IN FORF- a W PANT OF SEJ OF SECTION 28, TOWNSHIP 121, EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. RANGE 23, LEGEND UNDERGROUND UTILITIES WALL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING Z Z UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, AND PART OF SW} OF SECTION 27, TOWNSHIP W O ANY REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE p Q CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS 121, RANGE 23, - s - Existing Sanitary Sewer O J 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. WRIGHT COUNTY, MINNESOTA. - - Existing Water Main W n [ 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 Existing Storm Sewer >_- " " = O AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS. - - - Proposed Sanitary Sewer J -1 -s -s -r-1- CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITY'S SANITARY SEWER 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS LEGAL DESCRIPTION Proposed Water Main W � >. - SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON OBTAINED BYTHE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. _ •- _ __ - Proposed Gate Valve Z i p" -•1 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST SEE SURVEY. Proposed Storm Sewer W W q Q F - THE CITYS WATER SUPPLY SYSTEM. CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. • 4 Proposed Fire Hydrant 6c GV 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS - v+ O 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 CIN TO BEING SHUT DOWN. DETAILS 308 AND 310. Z Q O Q 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET QT P FOR THE SUBDIVISION OF THE LAND. i W /1 IE(S)=896.17 8' IN / \ \ \ ' �.�'��af `/ \ ../ 1� IE/NW1=a96.12 (8 aUf$) -- \ 1 \ \J7_� 771 \ Pi11=26.6 !' 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IE(9)=902.88 IN) <,y9s�,oe \ \ \`\`\ \\' \ \ \xe -� 9°` r' s ' OS DROP IE(W -897.37 (8' N) , =_=s r--=�1=•r==r"_ s _ _E_- 7 ` p 1P O . 1 I , OS DROP -5. 1 '.�.,.-.,- = 7-•--+-'�-�. ' .. / ,s}��e��s-- r IE(=e=97.32 (8. OUT) r" s ID 124906 _ I _ c0a7 � Z � 113 LF e• P1•L^ _ ._ _- - - J / c \( , 1 fn+ .. HOIR.,E \ \ a'• I _.�-"* "- � x878.4 -. - - - I., - - - - SDR35 0 I 142 / \' FrE-'-\\ • \ `\ \ �\ _ \ B�aA1- ( ) SOR35 O ,,�} W4U `�'\. -------., __ _ _______ A _._,� 3.02X 3.41 ____r 4y \ ` . ,� . ` -- , ` • J'gl`>' ?5 s _ ROO�y \ ♦ J 875.5 _ 1 x .�- I I FII I �9 �-• �-}•-. ! � \ �\ -1 lib6SJ"--x J' � Xe7e8 I c + S NH PT -8 AIR P2-7 ( ) s.os RE -926.08 _--1 109 LF 8' PVC / \J, �..� �\ j575.7 1 ve0 x.'03.4C.^-(,�..\ \`s \dd \ \` jID '�.-_ _ RE -920.37 - ` l.Y' HGV"E<-J ey .� x \ \ \ l' �� f 876.11 s IE(1t�=811.83 (8 IN) u. 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I Y \ p� slzt�o/ 0.40X(0.44) \ s.1 ``•q \ R(�7ai:' S,�•p' "� ��' •'1_1 t �o \ c \ \ \ a!'' %�\� I f I ( I I I _ - - ,-- --- - o� = - G, } I - - - ---9999----- - \ 5 '�G O J ` '7'j\.` // 1 � �yi4\ \. %F / 1 1 0 \ `\ \ \\ \ \ \ �' \ I\ /,X B74.B-856 Jel 4 \ I\ .•;\ C / .. �i•o uu' ' ,c; \',` i 1 I 9999- /•. x8751 IE NW - 35 (8- .25 ( ) 898.35 (It IN) 9 \ IE(SE).898.30 (8. 0 DEPTH=�)� \ • '},, I ` /: i - 1 \ \ , Lir:`,k�i I\ \ `\ '•.I ` ` \\ \ / 5756 , , 11 \ 1 I I ( I 70 - 15.95- ---__/\9 Tm�� o 0 0 .1 \.r <k "A'`q 200 LF 8• PVC ` �, ` , (n N fn / \ y/ ': 1 e g/DB C SDR35 O \ \ s\ 2� tD\ \ \ \ '\\ \ \\ \\ \l \t �\ \ \ \ ' 875.6 X F_ STORNI'Yl!ATR- \ " ; 'po' \ ti \ \ \ I \ \� �I - BASIN \ -- / . 1 °j `O\ \ � \� \ \ \ \I ` ` � ' \ /876.5 \ `\ l , \ \ \ \ o ` 4�6(7x I no S, x .4 /' 9D7.6 X -� \ 46 '.. / /; \ \ , �> \ /' "ti ° \ \ \ \ \ I. � .� \ ` �.\ '� ,\ ``\ \ \ '\ 1\ , \ \ \ \ o\ \\ ' \ �� --� p m W 6n.5X - - � \ _ '\ � ;�90 x •\tiOa'�o .r'\• :/ '., ^' �:•. \ , �mormol \ . \ 1 1 \\ \ \\ \ \, , \\ \ \ \ \ \',� �✓� <, \} ---------------- MATCH ---------- ---- \ _- ``✓ �7S •B 1111 �- , �� \\ \ \\ \ \ e RE=9f@59\ MATCH LINE Sheets C3.4 / C3s INDEX OF CIVIL SITE DRAWINGS: MATCH LINE Sheets C3.4 / C3.5 <\ / \ a, �� IE(SL)99.15( (B N), 4 \� j FILE NO. 00715 IE(NW)=899.15 (8. 0llh . �.\ 9 i'\S.� \'b \ * \ I \ \ \ 1 ' .1 . a \ \.`\ ` t CO PROJECT LOCATION PLAN 414 I ', �' /,/, e I \. `. \ ,»-'r o \ ,1, I Z�. �. './, \,\ \ ` ,\ �}-, i. ♦ % 1 t \ �\ \ _ \ Ana _x C1.0 OVERALL LAYOUT AND PHASING PLAN -�--\ -- T- --- ---- - `9999 'Q"pio� -725 LF S' -- - ,� -- - -- - - ----�---'�.-�\ C1.1 -C1.7 PRELIMINARY LAT T s< �y\ \ A� \ 0.40X (Os0) \ 8.OIP CL52� ��_ C2.1 -C2.7 GRADING AND DRAINAGE PLANS -t .. - ` - ,� -- ;�\\ \ a '\ ¢ /;/ ex , \ \ WA\AWN L,r m p�s4P� C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS - - �7� - j 90 \ /i : 4'''^ '\ -y' \>\ >?'0!a o J a \ C4.1 -C4.7 STORM SEWER U I C3.4 \ \ "'x ' r -r" \ TIL TY PLANS \ MH P3-2 sy a\t ay ��,, C5.1-05.2 STREET PROFILE PLANS ` j j; 9- s C\ \ ��� l E(SE)=899.75(8'IN) :\\ \•,• �`, �I` b °u C6 STORM WATER POLLUTION PRE/. PLAN Sanitary and Water 7 978.E\. I P(7.7 ens I 918.7 I L99f0.9 ` , IE(NW)=898.70 (8 ouq., \ '�\ti\: �1 ; * I ' \ C7.1 -C7.3 DETAILS Utility 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 F S FOR HIGHWAY CONSTRUCTION AND ALLMPCA N DESFOLLOWING: OTSEGO AND VERSION MINNESOTA DEPARTMENT OF CONTROLLED (ILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE MEYER 08stAVENUE NE ROHLIN LAND SERVICES C3.1 C3.2 TRANSPORTATION SPECIFICATIONSLLC 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 145os 43rd 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 1450 PLYMOUTH, AVENUE EXCAVATION. DENSITY AND NOT EXCEEDING THIS COMPACTION BY MORE THAN 1%. BELOW THE UPPER 55446 BENCHMARKS (PROVIDED BY UTSEGO CIN 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, S. 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, IST 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 TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S 0 50 100 150 CONTRACT. U TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. RR SPIKE IN PP, QUADRANT OF OGREN 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN AVENUE AND CO RDD 38, ELL,'=94(3.06 C3.7 W EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER PILL COORDINATE 14. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS AS DEFINED ON GRAPHIC SCALE W 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 ,^ THE EXISTING UTILITY. SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION vJ Q 7. EXISTING CONDIITONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED 15, CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE Lu 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 SEI OF SECTION 28, TOWNSHIP 121, '~•. a EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. 2 ~ a Q RANGE 23, LEGEND UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING Z � 3z 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 SWj OF SECTION 27, TOWNSHIP W to Q CONTRACTOR'S EXPENSE. 121, RANGE 23, - - . - ExistingSanitary Sewer ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS y � 0 J 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. WRIGHT COUNTY, MINNESOTA. - » - » - Existing Water Main 111 a [ Z a Existing Storm Sewer C 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 � 9 I 0 AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS. - - - - - Proposed Sanitary Sewer ^,i CONTRACT, INCLUDING DISPOSAL OF TEST WATER INTO THE CITYS SANITARY SEWER 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS LEGAL DESCRIPTION -I -I -I -I -I- Proposed Water Main W ). ~ SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR FIRE HYDRANTS ON _ Proposed Gate Valve OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. P > C a Proposed Storm Sewer W q 1 - THE CITY'S WATER SUPPLY SYSTEM. CO ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST SEE SURVEY. - - P Q CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS .AND DETAILS. '4 Proposed Fire Hydrant & GV r�//�� to 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS v+ 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 J Z TO BEING SHUT DOWN. DETAILS 308 AND 310. Z 4= O ej 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET Q P FOR THE SUBDIVISION OF THE LAND. = W a STORM`W74TR- _ �,, �so2 tt x91717-7 - - - - MATCH LINE Sheets C3.3 C3.5 -_--- ---- '� I o , X9 ., 9,.c•x R n c!n r �- ) ° -/- -' / - _ - \It$' B• DIP CL52. I Vim- MATCH LINE Sheets C3.4 / C3.5 �\ __--_-_-_-_-_-_-_1/I! MAIN� �i a6 \°'• e ---------+------�������� t,.> ! WA7ER�Oz'v zol,,, _ I x9c'de l - _U a l \ N. 914.9 a7i °$g rom I N N bN ..g•a W V I;bubi�o '2 e g 2° I obina �atN�r�i¢iiED ti, 9353% lex �4� .,bS 8922,0' W No �\a \ _ Eo j oo at, is , _ O Ea_ 9361 x _1 i. i", 6 \ n< \ 1 '- \' 1 , HYDRAtlf 12 "o I •_ __._____ _____-___-__ __- I ! r V ' N I� \ 1VI1H VAL� ' \ // ee I -1 / I a I I / - -• �--I � i e`•`� � \ `. ,9 ��I •1 , 9�� � i' �a b £ O I ]9Y RE=927.35 �° f\ "\.' I I s \ 918.0/922. 323 LF 8• PVC 'r/1r-Q I �r -- I --� I \ IE(S)=815,35 ((8. OUT \ R 1 ! sel" 1816.7/82: oa, 921,2 920.2 aw 918.8 LF914.0 O / z ro �I n -o '918.71 mss, 818.) \ 917.7 917.5 I "18.1 o o /Illr/ \ i DEP1N=12.Ob;r s.1 8' OIP CL52 `LFB23.7 921.2 `\LF917.2 r72 LF814.8 dp,- 6, 0.40%(1.28) - oen s L�811 YF9f0.7 I LF909.7 LF909.5 !0 81'A s� I B A1LW0 �I N s` -'N -N I FB I e F �'} FB`. FB WATERM,VN FRWO FByyVVO •FBLO I MLWO ! # on 99L7 92b.2 8352 822.8 II - Y� i 922 0 1 1 I i I 919.7 `I ( I 8187 ' I 917.7 917.5 18.1 8 G LNOS\ G Ll.li} G LJ e !� I I-_- i ' G NA ��N� �•, ,�� \\ IN G LA N 9.9 x9 9.9 uds 80 C4 x967_ 9408) # ;I! ;' -__-r �m�-8131 tFB•Pvc �i =I', \ \ 41 x9- I -� HYDRMlT,15I HIDRANFp6 •----- - V - -- ---' +N t� I SDRJS O •; ` �� 1� __-___ r __- t__� __.___ 8' DIPP CL52 T __________, _ µgip VAi yE _) !� �I I _____________-_____-________._ _ ___ ____ �,_� \1 ______- .`_ 8' DIP CL52 W� VALVE 0 I 0.40X (0.53) T ? LMO, VALVE 1 - - WATERMNN _ _ - _ _ _ _ �` • F !. �- _ _ - _ _ _ _ _ _ _ _ _ ^0- _ WATERMAIN . a g ' r" r'='S `F_ -=P i_ i`:r\7_ r "i=-,Ti_=.=i_=i'_Y,\,,.y =5`_ r_5`-, -•i _',- _-i'_5•_ _`i_' _, _ F=,.S'_•,`_ i__•4- �_.{=.==g...-.r_�=_==E`_4_`f`___c'_-�_'S•_5`_. _S� -'1T i_ i�'i - _`r_ r`_�'_'r_•F'_-r..,,5 `--@ 39.E 3 _ . . ae "f°. -• --Tw-,--=�T•- .-.-. -:�� �. - T. ' -o-.\ - a:�� f/1 �n B --------- ----- lo a; S'' �9J ' p° - -' �.� e• ` 'M __ _ _ X5I7.li 1 _• - 1.1�...-_. _ _ _ \__- _\ _ _ _ _ ® _ _ _ N I m MH P3-11 °as` ^ ...lu __ - - �........ .......0 -...-.. , - \ Z '�-� � -•• � eI yA IE(N)=914.82 (B• IN) • ' _ _ _ _ - 233 LF 8• PVC - - ,•. ._ - _ _...400 LF B' PVC _ _ _ _ _ - _ MH P3-7 9• PVC \ \ 4 LF IE(S)=921,60 (e• IN) .' ! i=j -- - -300 B' PVC RE=818.19 _ _ _ _ - ------- 1, '7 ! I OS DROP IE(S)-914.87 (B• IN) i pp g !y , o __�L_ _-.__ -_____ SDR35 O __� MN P3 -f0- __l �____ 1.76% (4.511).__-, IE(N)=904.81 (e' IN)�y� -.___ i _____ - _ ___ 0.40% (1.60) l 1T IE(W)=903.18 OS.' ' 85X (5,85) RE=920.82 IE(E)=904.81 (B' IN) `� IE(E)=903.11 (88 IE(E)=814.77 (8. 011h I/53 'a4' t I `4u '•F\°te IE(VV)=908.97 (8• IN); - -- r IE(W)=904.76 (0. OI/D 83 43 DEPTH=18. .1 I ; '! 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L !nm a' 1 6 1 9 I II INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 I I w sl ✓1 a 11 ! CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT �- - - - - - - - - - - - - -F - 1 1 I I C2.1' -•-C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS n I I 1 I I C4.1 _C4.7 STORM SEWER UTILITY PLANS • ! ! 1 1 I I C5.1-05.2 STREET PROFILE PLANS I 1 ! C6STORM WATER POLLUTION PREY. PLAN Sanitary and Water x_ o I I I I I C7.1 -C7.3 DETAILS 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 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 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 CITYS 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. 0.40X (0.60) / A4 \B / RE=876.59\ \ 1 IE(SE)-899.20 (8• IN) °^s -e. •' He� IE(NW)-899.15 (8' 0171) \ DEPIK-17.44 \ '9' e .- 125 F 8 OAOX (0.; 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 19 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. \ MATCH LINE Sheets C3.4 / C3.6 917.b ' I 918.1 I 1 :M.-L IE(SE)=899.75 (8' IN) �\ 1 �, / , I WO -899.70 (8- \y ' LF90B. LF9ID.1 .9 \ \ /% gFBO917.5 ,_ G G --/I- - - 125 soR o \ 80 T- I' ,� x9m.c "° xsmh j i j 0.40X (05 - - m ----���--- -- - _,--- _ ' - wrin°R^MR, vA4fE7 C ; �s - 40 W y _ __-__ _-- _ Ln 1R,75 O .._-_ _\ __.-_ _- REH916.34--- 90 - 0.40% IE(W)=1.51 (8• IN OEP) 7 \ 0 I IE(E)=901.48 1i1=14.88(8' OlN)-•�a-f � I I MH G - IE(N�-901.06 \ @t 818.7 '✓ 918.71 IE(NE)=901.07 (8' F� ! ! FB _ - - I� FBI DEPT�N \ LF9[ f:8- - _ _ LE910.7'- a 'LF9i0.7 917f,_j ;!__ -918.7 li jj 918.7 x.9148 -.4A. -. t. -_.-x.-._.-.--- _ _C a \ --- T917.6 x9171 -9I6 9175 /917.2--e1S-->91+i�--_-_ \ \ ------------------________-__-f M9150 x9152 1 i - 1 9 1 911.1/ I \ I 1 I / N 1 a / 1X (1 x ai Jy� as' of 4L I � J� o'qt� ,\ .1,�n'do� \ \ \ p \ no 'jam• MN P3-3 s RE=914.88 \ IE(SW))=900.30 211062.1 9IN 1 \e► \ \+ . (8' I'M \ \� �p IE(NW)=900.2.1 (8' 0171) DEPTH -14.63 182 `LF 8• PVC \I \: \ \t SOR35 O 1 a3-5 , .e 15.33 ;,I,�i 136 LF SOR35 O / p�INp) 917.8 2.16X (2.96) ` 1 14.30 9 FB 1 1\ 1 1 LF90f - MH PJ -4- r 917 RE=915,26 IE(S)-803.31 IE(My)-907DE (8' 2.661 DEPIH=,2.00 1 _ 136 LF 8' PVC -i SDR35 O a�K\92.71X (3.89) - SURVEY DATA PAGE LAYOUT: SURVEY YO ROHL MEYER IN LAND SERVICES ++\ ++ + '\ I\ I\ �\ C3.1 C3.2 708 let AVENUE NE T MATCH i7x -a . BUFFALO, MN 55313 (ri �� I ���I- 877.5% +\ \ ++ \ \` +.\ \ \ \\ �(Jj, \ s. •: DATED: FEBRUARY 12, 2019 C3.3 C3.4 BENCHMARKS (PROVIDED BY OTSEGO CITY L3 0 W. ENGINEER. HAKANSON ANDERSON, INC. NGVD Q Z Q \\X193201 29 DATUM): I`x' C3.5 C3.6 TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT r,� e I N OF 75TH ST., ELEV=928.00 uj W RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 C3.7 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. ,\ \ 874.6% 1\ '\ \ ++\ ++ + '\ I\ I\ �\ 1 I f /'` , ` \ \ \ >, via E T MATCH i7x -a . LINE Sheets C3.6 / C3.7 (ri �� I ���I- 877.5% +\ \ ++ \ \` +.\ \ \ \\ �(Jj, \ s. •: F o 99§.7 C4.1 -C4.7 a L3 0 W. a Q Z Q \\X193201 Q I`x' •-''NO TK5PI5C1G"SUN 00 = W r,� e I uj W x/40.00 it o - ------ N 89.22'10'E ESO (�O-v - - ,\ 879.Ox >` \ ��-- Pn t + f I H79.2x a / 87e.Bx xa7b.A \ . L-Lj `\ \ x879.8 aJ o \ S68 \ I� 2 /19797 1 C - _ RL -Ir ger- /\/`\ 5 \ \ 1 83'23'00' E I If I ` I 1 +� I + \ I �I All, 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND - a - Existing Sanitary Sewer - • - Existing Water Main - » - Existing Storm Sewer Proposed Sanitary Sewer -r -r -r -r -f- Proposed Water Main • Proposed Gate Valve - •- •- -- Proposed Storm Sewer i Proposed Fire Hydrant do GV ---- 491.35--- 'Nntra<P,L<5;;c' S 89.55'52" E I INDEX OF CIVIL SITE DRAWINGS: CLIENT. VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238.1610 F- ro e.� W >, via E T MATCH 0 ye �ti u ! o�i✓1 y LINE Sheets C3.6 / C3.7 (ri �� I ���I- W a m--�ov�//�� �-p}X -gypp- •-rr-- Za C4.1 -C4.7 a L3 0 W. a Q Z Q � Q Q I- DETAILS 00 = W r,� e I uj W ^am S Aa it o - ------ ESO (�O-v - - Pn t C - _ RL -Ir ger- /\/`\ 5 \ \ 1 83'23'00' E I If I ` I 1 +� I + \ I �I All, 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND - a - Existing Sanitary Sewer - • - Existing Water Main - » - Existing Storm Sewer Proposed Sanitary Sewer -r -r -r -r -f- Proposed Water Main • Proposed Gate Valve - •- •- -- Proposed Storm Sewer i Proposed Fire Hydrant do GV ---- 491.35--- 'Nntra<P,L<5;;c' S 89.55'52" E I INDEX OF CIVIL SITE DRAWINGS: CLIENT. VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238.1610 F- ro e.� W >, via E o.. W `� � 0 a 0 ye �ti u ! o�i✓1 y w (ri o W F- 3z Q W a e Za C4.1 -C4.7 a L3 0 Lijj U1 a Q Z Q � Q Q I- DETAILS 00 = W r,� e F7 uj W it e hoc ro e.� M �� >, via E o.. W `� � d ti 2 � w 0 ye �ti u ! o�i✓1 y a Q g V A lma 1 0 pi5Q. Az h I W a c o 3 � C3.6 C4.1 -C4.7 a L3 0 m STREET PROFILE PLANS �Y C� b Mo STORM WATER POLLUTION PREV. PLAN o ---------_--L------_--_f---------_- .C7.1 -C7.3 DETAILS o pC$p r,� e 13 Pn t �olfy I� 2 II c� C O m Q m Q 2 3 2 y W Y 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 C3.6 C4.1 -C4.7 STORM SEWER UTILITY PLANS C5.1-05.2 STREET PROFILE PLANS I I C6 STORM WATER POLLUTION PREV. PLAN Sanitary and Water ---------_--L------_--_f---------_- .C7.1 -C7.3 DETAILS Utility 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 MEYERsRAVEIIN L NE SERVICES C3•1 C3.2 LLC TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND ALL MPCA NPDES FOLLOWING: 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 43E 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, H,MN55N. 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 BENCHMARKS (PROVIDED BY OTSEGO Citt 3', COMPACTION SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WIhiIN 3% OF UTILITIES WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN -1610 THE ENGINEER OF ANY CONFLICTS. THE OPTIMUM MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT 29 DATUM): C3. Jr C3.6 (763)238-1610 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW SHALL NOT BE CONSISTENTLY HIGH OR LOW. PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. TNH, EAST SIDE OF ODELL LANE, IST HYDRANT STRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE 13. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL N OF 75TH ST., ELEV=928.00 CONTRACT. TO MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S 0 50 700 750 RR SPIKE IN PP, NW QUADRANT OF OGREN 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN TESTING AGENCY AT THE CONTRACTOR'S EXPENSE. ci AVENUE AND CO RD 38, ELLV=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 W 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 GRAPHIC SCALE IN FEET 7 THE EXISTING UTILITY. SEPARATION BETWEEN SEWER AND WATERMAIN. PROJECT LOCATION rr/A� 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 (b BY 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, r a Q Lu EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO CONSTRUCTION ADJACENT TO TRAVEL WAYS. RANGE 23, LEGEND 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, AND PART OF SW4 OF SECTION 27, TOWNSHIP WO Q CONTRACTOR'S EXPENSE. ETC. ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS 121, RANGE 23, - v - Existing Sanitary Sewer O j 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. DEPTHS ARE ESTIMATED. WRIGHT COUNTY, MINNESOTA. - - Existing Water Main W 0, C d 17. CITY INSPECTION IS REQUIRED FOR THE SANITARY SEWER AND WATER SERVICE - - Existing Storm Sewer [ Z 9. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS Z C) AND METER FOR WATER SERVICE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONNECTIONS.Proposed Sanitary Sewer -•-•-�-•- .J Q } 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS LEGAL DESCRIPTION -r -1-1-r-1- Proposed Water Main Ill I' CONTRACT, INCLUDING DISPOSAL L TEST WATER INTO THE VES SANITARY SEWER i• 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 Gate Valve Z 5 p' � THE CITYS WATER SUPPLY SYSTEM. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST SEE SURVEY. - •- •- •- - Proposed Storm Sewer W W q Q N 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND PROJECT ENGINEER 48 HOURS CONFORM TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 4 Proposed Fire Hydrant & GV 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 vl •� +p+ Z DETAILS 308 AND 310. TO BEING SHUT DOWN. Q Z 0 11. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET i FOR THE SUBDIVISION OF THE LAND. W 0 ce j i I I I I I I I I W 2 I_ :-------------------------� 1 I Sfroet E1v=942.40 8' PNC SDR35 o X 932.0 I IE=930,40 I ! c l _ Stroet EH=928.70 a DEPRI=12.00 I ; c: _TEMPORARY -- - B' PNC SOR35 // I / / ' I / I X i x I I / ^, \ I I „ I 1 I a l,@ o i o �pv i ---- It1'DRAN! /18 IE=914.70 ! I \ ` \e' _ 'r tii D x I o Al / / / l _ X A'� o C° N 7 T _ ` / C wm1 V vE DIpTrI=l2,o0 / / ,' of ,zs.oD H . x m / i 1 \I \ x e.� I o$^ `"-i &z'IZEI--- / / /< �� �ab zv .cs vc: I vn /• r- 6 ' i�_, �- _ s - / R,. - ,�t-e_. -. - , >t. .--r. . -. L. � � -• �a� T�----' <5_ � _ \ I z I i. 9r6 I I Q � 0 //-1 m � m � `o ; r--- �-- d - - I , I1 - i , --- w � • /v„�_• � ,;p�- -v.. 1 a'----J---�--- �� I . FI �I\� � \ �.\ ,\ I I 1' � � `o c ° � V I � a A;Til , �1 N \ 948.9 I it i I \� rz +�inv �o �.`I\ X r I �.;a V' m i I .4 rn 'ze 1 I I / ze \ �� I LF938.9 I E1 916.0/ 18.0 I I 919.8/827.3 I / - 891.9 / 936.5 898.9 I I , 840.7 9M.7 \946.6 948.3 I I- 75 PLC � '0 a> 50 to 1 � LF828:3 / LF830.b I 1 LF939.91 goy' LF, LF938.7 � Lf997.6 LF938.9 FB I t 1 I� �SORJS O 11'oOj 1 F80 I MCWO i MLWO I �I MLWOI 1 ' LWO FB c FB O iiiiii I 1 829A G ' I 92;3 G I i! \•I f Ise 89 �.3 I / 998.6 / ' ` '/ 941.9 I 943.7 944.7 I i 84a.£ 848.3 j G w°1 d _ ITJ / J I \Ly I I 0.j S I 1, `;. , G ;Tn' �' ", I G G G . G 1 i ,n, G6 \ t sib. -i `'�e /� , • r ! MH P4-6 t r \ yyL'� FF �x P f s° 8 'RE= 943.38 FJi .t r I 165 lF e' PVC I j. / V �,,YY zn xIE(E)=930.10 (8' IN) f� •\ III I- n un 1 � - ' I SDR35 O Z y 1 1 szv I \ f �A 0.40[ D.B6 j / °` 1 n \ _ _�k _ , F> ,-1 IE( 930.05 8' + rtt I E I \ I (<33 ( I ! ey I a u -- _ _ 1 _ _ ____�_-_ - _ _ _ ' .- \ S )- -� - - WATERMAIN - WRN VAVE1 \. _ _ _ _ I_ WATERMNN / 89 LF e PNC ^, �I' Alli r ` SOR35 / ..__..._... ...-r _-=f'_•i'_ - -, ,-, --,_-'f-f`-� - f`�f._ ...f._,._•._..f._.1.. ....f._,. -r`_7 ='S_ - -�._ =: .. - --f•-�5••-i`_perY"=r`_P_7 Tti"`-�_S=--`f`_r =r' `� /��'i _�/D.40X (0.28) j x U , , �s••-i - .f... \ :>tb � :. � / f �1� y,.... .� r-. \_ a I x "n`7` x� � ' �=� • m b t- Li J _ int = • _ » i -w -•-T+ - Y- �-•��-•--. �. � I o. r- �' �''b _I ..=a...' ............. P4-2 , - \ - r - -I - - - - ^ I P i - - n 7 _ f -316 LF 8' PLC 184 LF e' PVC T . RE=926.12 __ -�y I_ I ,_.MH P4 ..- ____ SOR35 O_______ " RE=944.83 ___---SOR35 O \\elE(SE)=928.77 (8' O^' -i------ --------- ----= ---� SDR35 O -_ __-_--1E(S)=914.04 (8' IN) __ __ _-_a, 394 LF 8' PVC j v� -_________ ___ \ jl I RE 941.62 0.741 (2.34) IE(5�=929.44 i8' I -� 0.40X (0.28) \ 'IE(Nlb=929.72 (e• W/f) Q\ \ - 1 I I i / \ 2.55X (4.94) IE(N1=913.89 (8' 01If) vp SOR35 O ! l ( 11 I I IE =92205 (8' IN) 1 IE(N)=929.39 (8 0 w DiPTM=14.60 \T� - - I : `vw ' X (12.98) I 1 ew I EI IEt�=927.05 (8' IN g ' \ .. 3.29 1 DEP1H=15.24 "\o D 12.13 A d 1 1 \ }I I I - �.>' \ rf6 I x -_h 'u n: --1 I f f IE(NJ 927.00 8' 0 \ G 1 i .,n j. I I� DEPTH=14.62 _ i r j �m y.�lG \ o _ (; W1.9 • �'\ rn v, 3 - I! W _ P! J ".. n' /l �IE(N)=90700 (8'Olflj I c�Q90.7 I' I \ \ 1138.T\ I I v942.9 11 a II 846.E d i DEPTH=12:00 t�LWO \ MLWOI FBLO \I E-1-1 E FBLO� I MLWO �� J 1F91 \.- ��_s.-- - - x x '-'<�"" , / y = to o ry I �' LF918.1 v % LF922.7 j I 1 LF990.1 v» " LF934.3 °\ i 88_ I LF99�:9 o I v� I / 821.1 y /927.7 MI / / ; i I o.' -- -� �1 E I�SDR350•- \ ��o 1 L�� IL% - r _ E OAOX (0.66) Y -- - --- -�-� --- } -- / ` \ I \ /�% ,I N ! I �' 9f<�.Jc.--------'- co In N 3 ,.OI,ZE.00 S 1 \ P .x I N m >- �- p ____Street EN=939.71 I J _ \ e R a I 8' PVC SDR35 I I a I a I M m O m m \ ` IE=927.71 G) I = w � a DEP>o=12.00 I 3 o v Z w i aLj �` VAd im\\\,\ yl fi a i i N i INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN j I \ CIA -C1.7 PRELIMINARY PLAT I ' i I �\ \ y r•. s I� ^ C C2.1 -C2.7 GRADING AND DRAINAGE PLANS \\ I AND WATR C4.1 -C4.7 STORMRSEWER UTILITY ILITY PLANS S PLANS C3 • 7 E PLANS C6 .1-05.2 STREET STORM WATOERILPOL POLLUTION PREV. PLAN \ Sanitary and Water \ c7.1 -CTs DETAILS Utilitv Plan 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 ROHDN LAND SERVICES C4.1 C4.2 THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. AGENCY AT THE CONTRACTOR'S EXPENSE. 708 1sl AVENUE NE LLC. 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 EXCAVATION. CONSTRUCTION ADJACENT TO TRAVEL WAYS. DATED: FEBRUARY 72, 2019 C4.3 C4.4 WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER BENCHMARKS (PROVIDED 14606 gird AVENUE N. 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 BY OTSEGO CITY PLYMOUTH, MN 55446 OF ANY CONFLICTS. LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER, HAKANSON ANDERSON, INC. NGVD HENRY HANSEN 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) 236-1610 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, EAST SIDE OF ODELL LANE, 1ST HYDRANT 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 NTHTO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. RR SPIKE IN PP, NW QUADRANT OF OGREN 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 CATCHAVENUE A14D CO RD 38, ELEV=948.06 C4, 7 W UTILITY. 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 GRAPHIC SCALE IN FEET -3 Z SUMPED ELEVATIONS. 0 Q THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND 18, CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND PROJECT LOCATION (n M a UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET (OR EQUIVALENT). LEGEND: a 79. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH PART OF SEI OF SECTION 28, TOWNSHIP 121, SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. RANGE 23, 2 N 4 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH - --906----- EXISTING CONTOURS�R Z 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 W a J TO STARTING WORK OR AS REQUIRED BY THE LOCAL JURISDICTION OR BE SUBJECT TO BEING 121, RANGE 23, ,� - ,� 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL 8E FITTED WITH TRASH GUARDS. , MINNESOTA. EXISTING STORM SEWER WRIGHT COUNTYM0 SHUT DOWN. W a e 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR - - EXISTING SANITARY SEWER Z O THE SUBDIVISION OF THE LAND. J W 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL LEGAL DESCRIPTION -- - ' - EXISTING WATERMAIN W CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: Z i O A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE SEE SURVEY. - R„ PROPOSED CONTOURS Lu O b APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY 9 EO ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND - •- •-'- •- •- PROPOSED STORM SEWER J z NOT EXCEEDING THIS COMPACTION BY MORE THAN 1% BELOW THE UPPER 3', COMPACTION Z Q 0 Ir SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM - • - • - PROPOSED SANITARY SEWER MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE Z O CONSISTENTLY HIGH OR LOW.-'-'-' PROPOSED WATERMAIN W B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. C � ------ -/ f4� --1 --\ ---------rl -- - - -_. _L -- \7 'l � \ssF. I 'e2c� s v sz 9 �� e \ o \ S 89 �i•9' 43 R• ay j I t . -> ( I !` C .° a I m s' z o a w ----23f 15-\ ) =i�- -- Z 75th Street p m 4- _ o s e z� \ X 932.0 / l n l - _>�- 890- o y a ,2 I �, O -E WU ;mnlo iB'F,LC_: � t -i 19' RCP ` _ _ �` L- I-�+- f=-f=f.���-��--k= 2`- =--f-= -f �• f - F -�_.-r` _ % --�_�_ = _ _-_ _ ��=`-��x• c -.` _ - _�' f-,800=_ __ - _�` E g -06 48' OR CONCRETE _ --- 'ff------- � � --- - � - _-_--___�{ _-___--- _,-_-_-_-_- _-_-_--_-_-�__ W I RE= 924.95 ;\ CB -B8 I _ i--___ --I - '-_-- 1 -_ - _ _ _ _ _-_ - T - - _-_-_---_ IEE)=920.70 (15' IN) I nl•r I RE392495 I J I t - - - _ _ _ _' t___--_-__ _ - - - _� __ o iE(SS=920.70 (15' 0117) - _ `_____ - �_ _ -_ _- - _- l t i' IE(IV)=921.00 (f 5' OUT) I ex I 9a\ \ _ _ _ _ - } - --F -t - \ \ \ �i " �� 1 -_ .�\ - - -; -- --.w _ _-- _ __- 1�9'G \ $ O 113 LF 15' RCP , y 25 lF 15' RCP \ - i` _ - 0- L20X _ __--___ ._- _ - - f •� f , 928.9/992.9 I I I 991.7 ,4 891.7 I 891�t I vn 690.8 I 828.9 i Ite 027.5 I I sx ` � 828 � 17 I 921.0 175 LF 12' HOPE , I v _ - - _ , y LF824.9 i?'- LF92 7 LF828.7 LF9�8.4 LF926.B LF826.3 LF024.6 LF929.4 .I LFe22.2 „szs LF921.0 LF919.6 '� ° MLWO MLW,O MLWO FBLO FBLO I � FBLO -FBWO FBWO � -y � ; � `j o 0.46X .I i •� I e I MLy10' I MLW�•. I I l i L3, I i l i (( I I 9x0.2 I I 9 � y ';, �-.- � -.-. !,i r I I _J i l l, 1 � I E' i' 1 a BK'o� a �' j•\ � - - 8.9 -, CB -85 l7 I i� I 17 2'x3' CONCRETE rp i 1 2'xJ' CONCRETE a+ 1 \ N 89°19', 48' DU CONCRETE, (` RE.828,B6 _ L e+° ) I, RE=925.Ofi' % 1 RE=927.10-�\ -- -- '- IE(SE)=924.80 15' 0 ' } I" -R \ ( �._ IE(S)=821. f0 (15' 011e .� C� I IE((W)=920.10 (15• IN) 'fl' _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ 25 LF 15' RCP ' I L) IE(W)=919.00 (12' IN) �" - - - - - - _ O f 07X �28 LF IS" RCP O 1.20% i II 1 IE(S)=918.80 (IS- OUT) .� 11 I _ W IiDN ce 88 i {I -fir • -r-`= "'.'" 1i "-•.. r� Z CSS v \ RE -823.30 RETE �.-. /-/,, ...R.Q�....:�---• ••-"�' •-•-• "�-• ---:�- \ - •,°��-•"F�'r J m 'u� F / IE(E)=919.80 (12' 172 LF 15' RCP •IsLLC. u .............._ _ _ - � _ _ \ �" � _ _ .. ". . _ O 0.35X+x 1 1 r $2 --,.. ,. z..`\ . �.. j _ 4i CB -77 _ _ _� _ _ _ CO-74J CB-83 _ _ _ _ _ _ _ _ _ _ _ _ ____ ____ _ _ _ ___-_ _ _ __-_ _ -____ 48 NCRETE 182 lF 15' HDPE - _- _ ______ 48' DIA CONCRETE -_ _ - ! i'• j 48' DIA CONCRETE I CB -84 _ _ _ _ \` RE=925.08.__ __ _a,}a• / _ _�___ ,___ �,- • � RE 928.68._ __ ._. _ u•, .• _ O 2.20X / / / / i , RE=92L21 I o 2'x3' CONCRETE ! 1 ,� ` IE(N)=924.60 (15' IN) s� I IE N)=920.80 (15' IN) 162 LF 15' HDPE \- •\ • - W RE=927.21 ( w IE(S)=924.60 (15' OUn i ''V' ( IE(SS=920.80 (1b y / IE((N)=918.20 (15' IN) 4 7r IE(W)=823.30 (15. OUf) \ N [79•oLM 1), P x �' \ �.\ ', '•U ,� 'I ��' �olf Pax ) t IME 833.3 94.7 834.7 994.9 899.8 933.2 \832.3 931.2 990.0 928.8 827.8 1 t fLACrD t I MLWO F LQ FBLO I , I MLWO I MLWO p±l MLWO I I t I \ ML4'✓O MLWO I I MLWO \ 1'I I MLWO MLWO 1 11 R 1 2 II q \ �' • I I LF926.9 l 26.7 °fit LF928.7 I ' LF828.9 ;� I LF92b.a ' I LF926.2 LF024.9 y LF9232 LF922.0 LF920.8 LF979.8 j 1 t 1 N r b 928.7/891.7 891.9 i i 890.8 ' I 930.2 I I 920.3 928.2/9312 I I 090.0/827.0 I .I 28.8/925.8 1 824.8 I 11 ,�, f { O -F I. I I I I i ` I , I I , t II t N t •I; I � _ ., / i'/ /'' ✓ _ 25 LF 15' RCP I I .w i �o O 1.20X I I ,}-' ,ae i1p� '� I ri ttr. 1 1 1 -a i ;' sx 1 �'I T 1� a CB -72 rn ! / HOUSE r� �� , II / 1 1 I I I I ' I � I � � / � MATCH LINE Sheets C4.1 C4.4 3z Lr• 15• RCP 2z3. � � � � 8 I 1 CB -81 48' DIA CONCRETE I ' a ' n' 180 LF 24' HDPE HO 1 O 0.94X y �8 / +� RE=929.13 i ,- I \ ! I O 0_50X/ 1 4 ~ E(SV/)=816 L_ J L. I-- J - L--L--J L=� i I t IE -917.50 (18' IN)---�''6 -- 270 LF 24' HDPE --- ---- i 47 LF 30' HDPE' ; 1 1 r • ,1 N m m FP , I-; ( -917.50 (IB' 011e ____-____ I _- I t __- __ ______ ~. V21�0 O37X . PE, __-__ __-______ _ ___ __ _.. _.� . _O 0.54% ' - - I S _t 1 It / 0 m W I.S O IEE - L___ ______ J L______-.. _ /______ ,ad__ - t 1,= ! !% 102 LF te' RCP y -r--!t 3 OCA, 0 0.29X f 6 I 1 r\ W ' I , 1 I �_..____ _______ ____.,re _..__-____ CO -76-14 . ___� ____________. _ -___ L_. __ CB -71 I I U / I,-, \ ` � n b 5 - CB -80_ __ _______ _- 1 8-78_ ____ 76 _ _ _q,A u (--_ _ CRETE --1 J T 198 LF 18' a•++ r____- - __-__-_- __ o __-__ __-__ __. _ ' _. 60' DIA CONCRETE I'r • CB -828 I' i HDPEI* 0.35% - 48' DLA CONCRETE-_ __-__-__ __- 46' DIA CONCRETE-- 60' DN RCONCRETE___� I ___ I 60' DU COWCRETE T •� ° RE=926.50 '�' t F---� RE=924.80 - 4.N r �i� RE 921.00 1 RE -919.39 JJJ 4B• DIA CONCRETE i, 1 I / I I I 1 , IF/NEI=975.70 (15• IN) 1 1° RE=929.13 a 1�` ' 1 25 lF 18' RCP IE 916,80 (18' IN) I s,,b, \ ' 1 IE -915.40 (24' IN) IE(W)=920.60 (15' IN , IE(N)=9f 7.00 (15' IN' '1 • ° \ / IE N - 92 IN J _.". IE(E)=918.40 (24' OUI)� \ -I I IE(E)=915.40 (24. 011e 1 >m- O-914. 50 (24• I I I I I ��(V=�-913.1 `(30' IN , ( )= ( ) Y I O 0.80X__ °a I IEE =914. f0 JO• IE(E)-913.100(20' 913.10 30' OUT IEE 1B' 0 - w- _,_� Ub._.,,r.-».- i T T �} ,� �_.. _ _ O_ ( q" ! I t I �` �,___ r - - INDEX OF CIVIL SITE DR FILE NO. 00715 MATCH LINE Sheets C4.1/C4.3 DRAWINGS: CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN -- , y-=----- _ - --- -__-------- -- _ 828.9 I e2e.2 I f I egos I I I e9o.e I I e2e.7 esN0. _LFe21s_ r 9a C1.1 -C1.7 PRELIMINARY PLAT -� LF912. F9P LF022.9 LF022.B ''--LFeii LF C2.1 -C2.7 GRADING AND DRAINAGE PLANS 98/911 E 9 9A I j X92.7 I 092.7 I' I F029.6 i I, FB _ 152--F$---'r I FIB FB I I I FB I I I = --FB-,` ` I a ,0 r F 24.7 ! _ eFgB 7 , • i _ Fe- I ' _ - -e9o.6 y ; 928.3 Bze.z eros o sg.e 919.7 C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS �2d --esrb ce-19 MN -1s t C4.1 -C4.7 STORM SEWER UTILITY PLANS C4. 2x3' RETE i C5.1-05.2 STREET PROFILE PLANS RE92477) ,, aE=9 s.CO� i --0a - C6 STORM WATER POLLUTION PREV. PLAN .IE(S)=921.20 (15' IE(E)=921.10 (15' IN) I StOfTI'I Sewer a -' erre ' - r �_ =913.90 27 IN) -- _ ce-n °�--____-- -- __-- --- ---_-- ' _-� _-- _-� C7.1 -C7.3 DETAILS - ! ,/ . .. - '' ' I �---------- -- ° -' --- 'E Utility Plan GENERAL UTILITY NOTES F- 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 BOTTOM=876.0 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 OUTLE1=879.0 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 MANUALCURRENT VERSION FOR MANUAL() PIPE 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 ES \ F -A3 12' ROP 40TH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. 5. OF ANY CONFLICTS. 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 n�a FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES ARE ESTIMATED. 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS - - EXISTING WATERMAIN 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 -'-•-•-_-_- PROPOSED STORM SEWER EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH 70 THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. -'-'-'-'-'- PROPOSED SANITARY SEWERQT THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 17, ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN 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 ----'-'- PROPOSED WATERMAIN THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY SUMPED ELEVATIONS. 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 WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET (OR EQUIVALENT). SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 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 0-698 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. B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. y,' 880 IV ys: y , / �\ \ \ \ \ `N � \ �'•. '� �" \\\\\\\ rn a�e� •, \ / \ \ \ \ t + + , 1 \ `.• \ •, \ '�\\ ♦ \ `�\ ' ,, "vim n tag mea' I } 1 t RI)• ) 11� � ✓� ---�_---r:y-?�� \ �\-r i Iv 1 `7 �`\�\\ +1 ,+ - 32 LF 15' RCP'xJ' CONCRETE ��..jj-- I 1 1 i 1 \ \ ` \ + y ! \ \ \ 1 '✓.. O 0.94X RE -919.95 9 J 11 j TEt(Sw)-916.00 (15' OUT) �./' DU CONREIEI /I II t / ¢m N l I f 1( \ \ ♦ \a - RE -919.39 1 i / >IO n� / 1 .l _ f�-'� �'��•� 6'_•__`�- g` -� } 15.70 12.30 (30'IN) 'ao (30 �I I V-/ -1- -" �- --'---_--L-=�=- ;, •.� '\ \ 1 ( \gym 6 142 LF 30' RR 0 1.48X 01 80' DIA IE(N) 910,20 (30' IN) L3ffi s 1 ' ` li t, IE(Swj=9to.2o (30' ouq 30 LF X30' RCP CB 69 - \ �O DIA CONCRETE - - B-65 RE=914.96 _ a •1 \ \ \\ \ `', • \ \ \ \\ \ 19.90 (30' IN) - - 60' OLA CONCRETE %RE=913.81 IE(NW)=908.20 (30' IN) SURVEY DATA PAGE LAYOUT. SURVEY MEYER ROHLOIN LAND SEPROVIDED RVICESBY. 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 AVENUE AND CO RD 38, ELEV=948.06 r]7 PROJECT LOCATION PART OF SE4 OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SV4 OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY. \ ,I z' "\ I 6EIUA0 1 5i1FFR �r9 II IT U T YT -, x131 t 1 t CULATED OR MILE CRETE 1 / / / y 1 CONCRETE AT STORM PIPE OURS( (TYR) 1h" I CL3 o247.sox \\\\\ \ \\\ \I \ T+R ,y/ $ ((ENGIN \ \ \ IE -875.00 INCLUDES FES) CCCCC \ FES -A2 44 LF 24' RCP I�I 1 i 24' RCP \ \ \ \ q `CL3 O 0.45X 1 I IE=876.00 1 (LENGTH INCLUDES FES)48' DIA CONCRETE t\ I RE (TOP)=881.50 t 11 RE (80701d)=880.75 IE(/Y)=877.50 (24' IN) IE,E)-875.20 (24' OUT) BASIN DATA: OUTLET=877.5 \ \ \ 1O0YR HWL=880.0 WET 5TO,�M WATER BA5/N " ✓ 00 \\ fiATCH LINE Sheets C4.2 / C4.4 \\ Nd F- \ i - -BASIN DATA: Irl'`\ '\ \\�\ } t \ \ BOTTOM=876.0 DRvrucE sPluwAr \+ OUTLE1=879.0 \ \ ELY -879.0 y4 \ 100YR HWL=880.09 \ ARTICULATED CONCRETE 3.. BLOCK R CABLE •\ I I \ l ( \ ARTICULATED BLOCK R CONCRETE CRCRETE \ CONCRETE 8 t / 1 '�,\ '.; '•, \ CABLE ` / t• \ ` 1 \ \ I \ I/ I \ PIPE AT STORM �'t, \ \ f `. - » - EXISTING STORM SEWER tZ �i W d toP Ugwlmm6n3 ES \ F -A3 12' ROP \� i '1 CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, I.7N 55446 HENRY HANSEN (763)236-1610 0 50 100 150 F- GRAPHIC SCALE IN FEET L Z 0 y4 LEGEND: a T} b IL ---9ce----- EXISTING CONTOURS O 12 - » - EXISTING STORM SEWER tZ �i W d toP Ugwlmm6n3 \� -- EXISTING SANITARY SEWER 2 O n�a o°u^° QQ i; - - EXISTING WATERMAIN 7 ; O LW LuLu -- -°- - PROPOSED CONTOURS Q % ul -'-•-•-_-_- PROPOSED STORM SEWER -'-'-'-'-'- PROPOSED SANITARY SEWERQT to M ----'-'- PROPOSED WATERMAIN i W _0 0) W 2 A' 09'44'16" 8' O -491.94--- y4 eya c, W� u"IioE d Iex 12 Ugwlmm6n3 \� W€: n�a o°u^° QQ i; a t EJE to Z �i \� u �oU TOP OF 30• CLIP 01 C) C) C) TOP OF 30' COP ELLV=870.4 EICV.=870.7 _ - ^ (7) -870_ _ _ - --..--_�.__Er& OF OA)ER _ 8 72 ____-_ \ m m Ow � -" s O C, � y W FILE NO. 00715 INDEX OF CIVIL SITE DRAWINGS: CO PROJECT LOCATION PLAN r 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 Y 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 GENERAL UTILITY NOTES I �4-� 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 C4.2 THE CITY OF OTSEGO AND THE LATEST VERSION OF THE STANDARD UTILITY SPECIFICATIONS BY 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING /� THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. - -- - 178 LF 27"RCP71 AGENCY AT THE CONTRACTOR'S EXPENSE. 2. OSHA REOUIREMENTS 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 ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR ENGINEER, HAKANSON ANDERSON, INC. NGVD EXCAVATION. C4.5 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 TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER CONSISTENTLY HIGH OR LOW. LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. N OF 75TH ST., ELEV=928.00 OF ANY CONFLICTS. «r. 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 RE -917.21 ARE ESTIMATED. I FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURES 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS IE(N)=912.30 (27' IN) 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 �Is* 9 �r� EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH i -30 If 1'•+_ 48 DTA CONCRETE. `,� \ RE=927.16 TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. G THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATIONOF E EXI Q THE STING 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE BUMPED 0.03'. ALL CATCHBASIN 7. UTILITY. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY j \ CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY 27' DIA CONCRETE - �..,. _ i\ _ / RE -923.90 -' -w 89°2�'�70�V` - IE(S)=920.40 (12' OUT)- = ,.,. ,-5 6.59= --- SUMPED ELEVATIONS. RE=928.13 IE(N)= (16' IN IE(E))= (18' 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 O 0,57X ; (LENGTH' WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET OR EQUIVALENT). ( ) 1 CS 43 ' SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH 8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 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 / FES -81 18' l3�. 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. ----- I �4-� 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR MEYER ROHLOIN LATND SERVICES _. __---_�_-_ a - THE SUBDIVISION OF THE LAND. C4.2 708 19t AVENUE NE 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL 1 - - - /� CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: - -- - 178 LF 27"RCP71 IESE)-919.10 (15' A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE OL 100) DATED: FEBRUARY 12, 2019 APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY C4.4 BENCHMARKS (PROVIDED BY OTSEGO CIN ASTM D-698 STANDARD PROCTOR TEST MEETING 100% STANDARD PROCTOR DENSITY AND Q b ENGINEER, HAKANSON ANDERSON, INC. NGVD NOT EXCEEDING THIS COMPACTION BY MORE THAN 17 BELOW THE UPPER 3', COMPACTION C4.5 C4.6 SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM N Q MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT W CONSISTENTLY HIGH OR LOW. 84' DLI CONCRETE N OF 75TH ST., ELEV=928.00 B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. «r. r•Ir• r• r• r• r• r. r. r. r. r• r. r• r•-r.r• RE -917.21 I/ � I I MATCH LINE Sheets C4.3 / C4.5 - - _ --_-_-_- IE(N)=912.30 (27' IN) 124 LF 12' ! __ `I,` L 1 \7 I✓ -L_ \;\`\ _----__-_-__-__-__�.,.-.-. RpRp __ �Is* 9 �r� ;3 i -30 If 1'•+_ 48 DTA CONCRETE. `,� \ RE=927.16 i' ht ` I '924_-- 4.�-�._...._w �--_, .�_tiy.� .\` G O 0.228% l CB -8, IE(E)-907.70 (42' OUT: 'a SNB \_ /I j \ 48' W CONCRETE 35 LF 18' RCP e 27' DIA CONCRETE - �..,. _ i\ _ / RE -923.90 -' -w 89°2�'�70�V` - IE(S)=920.40 (12' OUT)- = ,.,. ,-5 6.59= --- ' \ _ -' RE=928.13 IE(N)= (16' IN IE(E))= (18' 1 - - - IE(N)=919.70 (12 IN) 25 LF 15 RCP j a IE(s)-919.50 (15. OUT O OBOX �.- - 1 o� _ _�_.__•-s`-CB-28 a 230 LF 18' RCP- i CB -2 48' DU CONCRETE -O 0.52X CONCRETI - W �- - RE -927.18 O (Is -.8 �______-____,.______ ____-_; f IE(N)=925.10 =92 11 J IE((S)-822.10 (12' IN) I IE(IT-917.90 (18' Ih IE(N)-919.30 (15' IN) 124 LF 12' W - 1 -SK IE(E)=819. 10 (18' OUl)''a' HDPE O 0,50 IEE) -91270 (21' OW 930.4 i I 931.4 Z I 7.0923.6 LF922.4W tj ' I LFL 94 '1 Y'• 930.4 � I I � I II 928.4 i 931.5 , I h ...... - If 1 27' DIA CONCRETE - ---- O I RE -928,30 IE(12)=922.80 (12' OUT �I i ------------- -------- --------- I I I I I I 1_ -�-_ I � I 1 \ SURVEY DATA PAGE LAYOUT: SURVEY PROVIDED ION BY. I �4-� I _ �- MEYER ROHLOIN LATND SERVICES _. __---_�_-_ a - C4.1 C4.2 708 19t AVENUE NE e 1 - - - /� BUFFALO, MN 55313 - -- - 178 LF 27"RCP71 IESE)-919.10 (15' Wa OL 100) DATED: FEBRUARY 12, 2019 C4.3 C4.4 BENCHMARKS (PROVIDED BY OTSEGO CIN 928;9231 {1929.6_'- Q b ENGINEER, HAKANSON ANDERSON, INC. NGVD C4.5 C4.6 i N Q 2Q TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT W 84' DLI CONCRETE N OF 75TH ST., ELEV=928.00 r• «r. r•Ir• r• r• r• r• r. r. r. r. r• r. r• r•-r.r• RE -917.21 I/ � I I MATCH LINE Sheets C4.3 / C4.5 - - _ --_-_-_- IE(N)=912.30 (27' IN) 124 LF 12' ! 1 CO 2x3' CONCRETE I ;3 i -30 If 1'•+_ 48 DTA CONCRETE. `,� \ RE=927.16 HDPE O 0.56X .____-__ __________ I i 1 RE -928.88 - __ IE( -925.30 (15' 011e__. 1 - - - IE(N)=919.70 (12 IN) 25 LF 15 RCP j a IE(s)-919.50 (15. OUT O OBOX �.- - 1 o� _ _�_.__•-s`-CB-28 a 230 LF 18' RCP- i CB -2 48' DU CONCRETE -O 0.52X CONCRETI - W �- - RE -927.18 O (Is -.8 �______-____,.______ ____-_; f IE(N)=925.10 =92 11 J IE((S)-822.10 (12' IN) I IE(IT-917.90 (18' Ih IE(N)-919.30 (15' IN) 124 LF 12' W - 1 -SK IE(E)=819. 10 (18' OUl)''a' HDPE O 0,50 IEE) -91270 (21' OW 930.4 i I 931.4 Z I 7.0923.6 LF922.4W tj ' I LFL 94 '1 Y'• 930.4 � I I � I II 928.4 i 931.5 , I h ...... - If 1 27' DIA CONCRETE - ---- O I RE -928,30 IE(12)=922.80 (12' OUT �I i ------------- -------- --------- I I I I I I 1_ -�-_ I � I 1 \ SURVEY DATA PAGE LAYOUT: SURVEY PROVIDED ION BY. I �4-� I _ �- MEYER ROHLOIN LATND SERVICES VO`V C4.1 C4.2 708 19t AVENUE NE e 1 - - - /� BUFFALO, MN 55313 - -- - 178 LF 27"RCP71 IESE)-919.10 (15' Wa OL 100) DATED: FEBRUARY 12, 2019 C4.3 C4.4 BENCHMARKS (PROVIDED BY OTSEGO CIN IE(N -919.10 (f5' Q b ENGINEER, HAKANSON ANDERSON, INC. NGVD C4.5 C4.6 29 DATUM): N Q 2Q TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT W 84' DLI CONCRETE N OF 75TH ST., ELEV=928.00 r• «r. RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 C4,7 PROJECT LOCATION PART OF SEJ OF SECTION 28, TOWNSHIP 121, RANGE 23, AND PART OF SW4 OF SECTION 27, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. LEGAL DESCRIPTION SEE SURVEY. �8t C8'-81 -- j __- _-� 180 LF 24' H :�_ 2 48OI. ' RE=929.13 ' � � � � . j ! � � � O 0.50X A CONCRETE -'e r IE -917.50 (18' IU - �I I 270 LF 24' HDPE h IE(=Bf 7.50 (18' OUT) �____ -------- ___1 L__._ __O 0.37X __ :-_ osq____ f- I- - - --- CB -79 r------- - 198 LF I HOPE O 0.WX ; 48' DIA CONCRETE- _ __-__-_` €__ J�__- 48' DIA CONCRETE__ RE -926.50 ' ; X 932.0 RE=924.90 i I \( IEW)-910'4' IN)II IE(W)-916.80 (18' IN) 15.2 218RCP IE(E-940 (2416.OUT)IE(E)-940 (24OUT) L MATCH LINE Sheets C4.1 / C4.3 I PI"A I I I �� O1,r. r• rFrj r. r. r• __! !t �Iti�' '-.Ij;I1,e' 1 (, -.�1 1I� - '1 32.~7_ ~ '1 1 I __92BrI I' hr• �•'--y�" _,! I ,IL_�_F _ 931s 929.2 LF929.6 B FB -LF 9247i�l 929.2 H-1 5 2x3' CO9 _ RE -92U . ., 97.3--i +g "i 2x31= x3' CONCRETE ,4y RE=927.81 • - -- 26 LF 11 10 (15 IE(S)-924.' OUT 25 LF 1b• RCP ' O I \ _ O 0.80% / �cy -• -.,t :.4:-:X,--e•-mss.•:-a��.- ,I _ 4- N> 48' DLA CONCRETE - 30 LF 27' RCP 251 LF 24' RCP- - sy CB -20 RE=924.77. _ CL3 O O.67X 154 LF 21' RCP CB -22 ' / 250 LF 24' RCP 48 ON CONCRETE' - -i _ _ A CL3 O 0.44X _ 1 -.t----- - IE(N)-921.00 (15' IN) - - -CL3 O 0.52X 60' lXA CONCRETE � -CL3 O 0.52X r I-' _ � -__ ___, __, RE=930.2J'•- �__ jI �II / _t___.�i___ •• -_- - IE(NRE(-19527.I6N)1 )=923,90 9=1 4.10 (24• IN) (27" OUT) -----� IE(S)=918,20 (11- IN) j. / IE(VV)-915.40 (24• IN) \. 1 1 _ i IE -816.90 (21' IN) 33 / a,7. , i IE(E)-815.40 (24' OUT IE(E)-918.70 (24. OUT) I'r ;✓ IAnBl LF z27' R� ' __991.1 _ 124 LF 15'1RCP 1 7 I t I 991.2 / 931.2 I , FBWO i I S 7.0920.Lwo9 iFL3 O 0,51X -� _ O 0.73X 1 FBWp FELT) ,,1,. I 1 / / FBWO / 7.0921:8 928.9/926.9 25 LF 15' RCP1 I � �� I , 7.0829.2• _ i "' 921.8/928: 00. i 7.0998.4 I 1� LF929. I @ I I 948.4 53 LF 12' HOPE 25 LF 16' ' ' __-I \• 1 I �. P.t � O 0.80X -__- _ /__J 1 __-__-__-__- I L �\ _-`-__�' �L-__-__-c_� / i DB -25 _-1089.0 - _ e1e �� 60' DIA CONCRETE 27' DN CONCRETE N 09`22' 1 E i 2x3' CONCRETE RE -821.16 /� RE=925.35 RE -923.10 I IE(IY)=919.30 (15' OUT) \�� IE((E)-91240 (15' IN) IE(E)-919.60 (12' OUT CB -23 I!' IE(N)=913.30 (27' IN) 48 DLA CONCRETE RE -925.35 I �4-� I _ �- / I VO`V IE(S)=913.30 (27' OUT / IE( )W=919.30 (12' IN) a e 1 - - - /� \ - -- - 178 LF 27"RCP71 IESE)-919.10 (15' Wa OL 100) ,) riau• •I 25 10 42' _ F42' I, CL3 O 0. 56X IE(N -919.10 (f5' Q b W - INDEX OF CIVIL SITE CB -12 !� N Q 2Q W 84' DLI CONCRETE Pl/77l/7lJ r• r• r� r. r• «r. r•Ir• r• r• r• r• r. r. r. r. r• r. r• r•-r.r• RE -917.21 I/ � I I MATCH LINE Sheets C4.3 / C4.5 - - _ --_-_-_- IE(N)=912.30 (27' IN) ✓, % I 1 IE(5)-908.50 (30' IN) t ;3 / CS 40 48DN CONCRETE IE(E)-907.70 (42' OUT: 'a SNB 1 j \ RE -918.20 1 `IE(S)-914.40 35 LF 18' RCP e IE=919.10 J 10 LF 15' RCP (15' IN) IE -914.20 18' IN) O 0,57X ; (LENGTH' J O 080X iJl 1 CS 43 ' IE 914.20 )(18' OUT 'Erd- - _ INCLUDES FES) 1 CB -44 48. OA DIA CONCRETE RE -926.19 IEE -918500 (18' IN) CS -39 DLA 48R GO 38 E-914 / FES -81 18' l3�. (15' IN) I (18' OUT E4T 60 IS-91020 15IEE((NS))=922.010 N) IE-912.00RE-926,19 I 19 (f 89' W 4' IN) 0�'R 68 LF P IE(E -918,80 (18' OUT), IE(E)-8 I .90 (30 .RC- 0 CL3 O 44X °: •T - -. vim.-._ -.wa 2 8HDPE • 2.97% 'I80 LF 18' - - 92 LF 24' NDPE O 0.78% .-118 LF 30' /- '� HDPE O 0.34X � Ib O HOPE O 2.00X _ 1 9 m j • 25 LF 18' O 1.20X I' � I l 918.0/922.0 I o'r° O .` 8 I 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND: EXISTING CONTOURS ' EXISTING STORM SEWER -- EXISTING SANITARY SEWER -- -- EXISTING WATERMAIN PROPOSED CONTOURS - •- •- •- •- PROPOSED STORM SEWER - • - • - • - PROPOSED SANITARY SEWER - '-� PROPOSED WATERMAIN LC27o� I I � �----- 60' DN CONCRETE - - 9 , ! I 930.3 I p90.9 I I LF922.9 LF022.9 - FB I I F8 RETE .mak � i ((2T IN) _ _CB -17 .Eae ________' (27' OIIT 2'x3' CONCRETE RE -925.52 IE(SW)-921.80 (15. OUT (� m 28 LF 15' RCP N -O 1.07X LF 15' RCP ___--36 0.85X_ 48' DIA CONCRETE RE -925.36 I IE(NE)-921.50 (15' IN) Y _ IE(W)=921.50 (15'- i 9ti2" ro s J - 92' L,) dF v� .WWI LF9 h' -9290 _ p, L I - .� - 2x3' CONCRETE RE=821. .I IE(W)=917.60f (15' OUT ' �4-� Lu 0 , VO`V �a 2 $..W a e 1 - - - q1 - e0 J Wa OL 100) ,) riau• •I 25 10 42' _ F42' I, CL3 O 0.40X _ _ I RCPY IE -907.00 Q b W - INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, IAN 55446 HENRY HANSEN (763) 238-1610 H v CO C1.0 PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN Lu 0 M Q �a 2 $..W a 0W p N C J Wa C a W z W W WCD N Q b W o DETAILS QP N Q 2Q W � o W 2 e Y o CO C1.0 PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN e:F � g'a M cb I 2 2 $..W 2WIPx�IIo C2.1 -C2.7 GRADING AND DRAINAGE PIANS C3.1 -C3.7 OhU Qa�� ' 1 W I`. STORM SEWER UTILITY PLANS STREET PROFILE PLANS o r SylWa«8s STORM WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 DETAILS , ) � VI N � o II t H SIN II N m � Ib O � m pp W W 3 O � v O O U FILE NO. 00715 CO C1.0 PROJECT LOCATION PLAN OVERALL LAYOUT AND PHASING PLAN CT.1-C1.7 PRELIMINARY PLAT - C2.1 -C2.7 GRADING AND DRAINAGE PIANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS C4. ' 1 C4.1 -C4.7 C5.1-05.2 STORM SEWER UTILITY PLANS STREET PROFILE PLANS C6 STORM WATER POLLUTION PREV. PLAN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan 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 ROHUN LAND SERVICES C4.1 C4.2 THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. AGENCY AT THE CONTRACTOR'S EXPENSE. 708 tsl AVENUE NE LLC 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 ) FOR DATED: FEBRUARY 12, 2019 C4.3 C4.4 EXCAVATION. MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL ( CURRENT VERSION 14505 43rd AVENUE N. 4. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES CONSTRUCTION ADJACENT TO TRAVEL WAYS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES PLYMOUTH, MN 55448 WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER BENCHMARKS ANSON A E OTSEGO INC.CITY OF ANY CONFLICTS. LISTED ON THIS PLAN PRIOR TO ORDERING Of ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER, HAKANSON ANDERSON, INNGVD HENRY HANSEN 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 STRUCTURESARE 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, EAST SIDE OF ODELL LANE, IST HYDRANT 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. N OF 75TH ST., ELEV=928.00 EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE PATH 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM 0 50 100 150 i - TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. RR SPIKE IN PP, NW QUADRANT OF OGREN 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 AVENUE AND CO RD 38, ELEV=948.06 (,'Q-, 7 W UTILITY. CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT GRAPHIC SCALE IN FEET Z 7. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY SUMPED ELEVATIONS. Q THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND PROJECT LOCATION (n Q J THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY R-4342 FOR YARD INLET (OR EQUIVALENT). LEGEND: a d SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH PAARRTGE 023 EJ OF SECTION 28, TOWNSHIP 121, 2n a8. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH AND PART OF SW} OF SECTION 27, TOWNSHIP -- EXISTING CONTOURS V W J 121, RANGE 23, V c 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. - EXISTING STORM SEWER z 0 P SHUT DOWN. WRIGHT COUNTY, MINNESOTA. W It 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR • -- - EXISTING SANITARY SEWER 2 C) THE SUBDIVISION OF THE LAND. -1 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL LEGAL DESCRIPTION EXISTING WATERMAIN L 7 ; O j 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 SEE SURVEY. au PROPOSED CONTOURS W 0 c ID BIT SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY (l ASTM D-698 STANDARD PROCTOR TEST MEETING 1007 STANDARD PROCTOR DENSITY AND `-• PROPOSED STORM SEWER J NOT EXCEEDING THIS COMPACTION BY MORE THAN 1% BELOW THE UPPER 3', COMPACTION Q CI SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 39. OF THE OPTIMUM - PROPOSED SANITARY SEWER MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE 2 Z O CONSISTENTLY HIGH OR LOW -'-'-'-' PROPOSED WATERMAIN W B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. I I 'I--� 32 lF 15• RCP I_t ' w-�� f _i 1 1 l 1 1 \ 1 + \ 1 ' '� J \ l ,� ♦ t `UJI \ 1 1 ` 1 + ) 2x3 99NDRETE I 1 STORM WATER ¢ ' j 1 RE=918.95 1 1 t_27Oz • HOPI MATCH LINE Sheets C4.1 / C4.4 OPE -� i it 'E(sw)a916'00 (15. OUT i i ; \ It 11 It ti , !J MATCH LINE Sheets C4.2 / C4.4 8Q5/N y 1 \\ 1+1 \\ \ z �T >�T_ 1• .. 7 I I � ����u,h.taiyfi� i I' I -7f -� I '0i\`�\ b Op 60' Du CONCRETE / Ii pa__-__ _-__ __. 60' DIA CONCRETE-__ _. / 1�p l,.g\RE=921.00 I : el0 / i / / - _�,A;T sG'�_-mss-- _--�.- \ 1 \\ 1 \\ �S a NmN RE=919.39 1 ♦ 1--n�� \ 1IE N =9f 7.00 15• IN ,' 1 < IE(NE)-915.70 (15' IN) I la 11 17 / _ l _.,-' /� - .,---c'"" \ �1 ` \ \ I L �. ; 1 1 , ° c c "IyJ Irom (()) .' ' -912.30 30' IN ": ., �l 1 a___-?/1'� '`___.f_�-.._'- �� � �' ♦1 ,� \� I ,1X•9.5\0 �acP ,' +1 \1 \\ \ G H °' LLl C�'� ' a,°2 o } IE'(W)-913.10 (30' IN) \ IES ( ) ' / IEE 913.10 30' 1 11 I IE(S)=912.30 (30' OUT, \ ♦ \ $ �" � a ° }� U- l OuT _,},'r�___.\ - .. --- -srz=- �";,.\', \ \1 1 1 \� 6 I 1\ \ � h\ , \,\ \ � `t '1\ 1` \ �, I{2 lF 30' RCP _ _ _ i - _ - ,_ _ _ \ ✓ e c '.. W o 01.48% DATA: i ' 3:8 CB -70 l i ♦ ' _ - , B01TOM=876.0 r F- 1 LF916.8 - 1 I 60' DU CONCRETE _ _ - - -�` \ \ \ 1 ' ( \ I \ ` - \ \ DRUNAGE SPILLWAY 1 I llt YI e ° O ; I 930.8 I I I 928.71 X I l J ; 927.6 e R Il RE�815A5 / `\ 1 I I I I\' 1 1 •, J Qj OUTLET=$79.D \ 1 ELV=879.0 \ I I I I N I o b a c V. y I W _ m 3 kil922.9 ' LFFiB.6 / 1 1 / - ' IE(N)-810.20 (30• IN) I I I 1 i \ 1 + \ 9l 100YR HWL=880.0 a+ " \ \ \1 MTICUUTEO CONCRETE I t 1 I \ + + y ° /� ro FB I I - -FB- (30' ODTsa" i1 . y F U�927.6 \ 1 �nnl+�/ 11 1 \ \ \ I CONCRETE 1 8° a90•�- 828.7 } ' 3p IF 30' RCP / \ \ \ \ \ \ \ �. ARRCUUTED CONCRETE I `;- I \ ` l E J E 1.00X / Ha'6 / I 1 \. \ \ \ \ \ \ \ BLOCK OR CABLE \ / 1 i + \ \, y \ ) I - 1 �, // ETN=v73.7. +\\ `. \ \ \ \\ i \ \ \ \\ '�\ CONCRETE AT STORM ` \ \ I / 1 \ , \ \ I ,Z,a V r, - - 60' DU CONCRETE- CB -65' ` 1 \ \ \ \ \ \ \ ,` PIPE WTL.ET (TYP.) \ ` \ \ \ \ $ o V V } RE -914.90 � �l 1 � \ \\ \ \ \ \ \ \ \ ♦ ♦ ne \ I \ b ° o / ` - 60' DIA CONCRETE `\ J[[I \ \ \ I __..__-I _7 IE(NE)=909.90 (30' IN) RE=913.81 _ t \� 1 \ \ + \ 1 \\ \\ 1\ `+\`cp�P\ / IES 909.90 JO' 0 I - • _11h, \ •` �\ ♦ ° $ - - - - 2.s 1E 30' RCP () ( - „ u' - \ \\ FES -A3 \ \ r / 'i IE(NW)=908.200' IN) / \ \ \ n - - 0 1s9X `/'� i 8 fit (15' _ /r , \ \ \; \\`�\ ♦`�..\\�.\ - _---- I \ r i£ $ C (15' OUT ® = TE(SE) 90 . O (301N011n , \ \ \ ` - \ \ 1 1 IE -878.00 �+ 8 ---........R A . ..,........•.•...�...,- _ / F fe 1 ., Y". •7 1 1� \�• CB- 7\\ -_,-,- ._.-.-.-.-. - ,DIA re`s RE 886.0` 44 I,_ 42• I� B ° ,•""� 27' DN CONCRETE `\ � \ •u.,,....-- �--- -. ,...-.. ,.. \ \/ S �L RE -911.00 , I \ ♦ � \ > - -os - 1 I '�, . \ ....._-..... o. •-.....n...2.... - • , i � 07 �_� � (� 851.00 (3s 1�, f (L3 0 0.23% r `� ' _ �' _ - - \ IE(/Y)-9 .Bo (I2.. OUT IE N = 78.10 48' o INCLUDE „ RCP.. .- I -� 5f IF 30' RCP?%\o �' t- - f / '-GiCx n/� `\ ( ` ` INCLUDES FES) \ I ✓ ��du-_-.`L- •a � �- -1Y=� '� -� W Z 1 60' DU CONCRETE __ 44 LF X HDPE ,r z 36. _ ,_ - I--- 02.75X \ T- WW -HWSE r� \ `>c _ RI _ _ _ _ _ _ RE -914.98 - O 0.45X __ ho , ! O + <\ 1 4 +� - 0__ ___ _____ __ __ '`b }` \ CB -66 .FE - L5�' 4.17X \ \\\ C•�_ `• I . �~ i _ _ \ \�\♦ ` N - _ _ - - _ (E N)-809.8 `(30'1wINT)) • \ - , } Fid 60 LF \` y . \\ f' ' \ / - �, I \ 1TIT (75 ONCRETE - I S �1 ,\ < \ \48• DIA CONCRETE `� nIV�9ne.7 ,/ IE SE -908.60 30' \ \ 1.50 (15• e I i / 25 LF 15' RCP RE 13.81 ( ) i.i '�'� /% \- 1 ` ♦ CB -61 ` f 1'-' +\ I e_ _ \\ \ \\ +\ l i - ♦ B ♦sB \ `\ ` \ r\ II .50 15' 01 - .� I FT-- F• , °, (\ O 0.80%\ IE(E) 807.60 (12' IN1m %J \ 1 \ `\ + ♦ a 2 `B> - e_ ( fD `� d, 20.8 ' ,� F IE(W 907.40 15' O'tE.✓-' CB -62 l 1 \\-80• DIA CONCRETE i .i \ 1 \ •c _ 4 56 LF80' Op CONCRETE ,` ` RE=896.70 ' i}' / l I jl 1 \ \ e� fBLQ ','CB -64 G' RE -915.07 \� IE 890.50 38'IN I � ♦♦ ♦.� 0 0.71% \ , , (51sT= f ) -e J t 82B.R - - ' t- - 827.8 ° 4 1 p912•B - ♦ '60' DN CONCRETE IE(SW =901.50 (38' IN) 36. ARE=914.03 '1 IE NE -901.50 38'0 / / l 1 &.�♦� -oa.l W i LF 90-.8 - of - LF919.8� 1 .m- 47F916.9 t 1 / 9 ,t\,\'\'• _ (NW -905.80 (30' IN) ( �rn'o:,�yc na- -e2os_ A} X198- f : - 815.9 / / :,1 \\, �', 'ES•a,�_ 1111 , ,,1 .fid. -Y \ \ + l , i I I i i i 11 \ --E9 ♦�, . ` �; ` IE( -904.60 (24' IN) PEW' 11' 11 / 161 IFo f.2. .�, IE(SE)=904.20 (30• ouT %�y, r.'S 1 I 1 I \( \ 1 I I I I / `` -� ('�' _ _ o I • 162 LF 24' HDPE \ . 1. / '`� a \` CL3 O 4.07%270 LF 36- H� ?\'a�\•• `< m \ •+ \� _ ,s 'o- i '1 I I I % _8g� _ `7`\ Ohl Lo CB -50 L' > \ �`L ♦ V+ � m \ \ \ \ � I ♦ �A I I I _ fi -- - I 4B' DN coNCRETE / >, 1 \\ `� / o ,�' `• \ \ I \ \ .�% %� -- ll�� - .E-_------- - - �'� RE=912.00- \ l �m;�., L`:.. _- � •�- ��- 1 ., t co \ \ 1 1 I I ` I I �--- - -VIP ..- �"�' 1 1 1 \ \ \ \\ \ \ \7 �'� � moi) � - � 1 I 1 Y � \ � I i-556, \ ♦ 2 11 I IE N -90.5.20 24' 1 I 1 \ . ♦ \ iC . 1 \ \ ` �, .(.Y' . i l.- 1 1 I I O 38 LF 18' RCP �� s. i , C �c \ \ \ \ '✓�.-•� •(- l + 1 ' ' 1 I I i - ` 2 N o{ I V v A ZZiS FES) \ , / /\` 25 LF J6' RCP /'i \ \h:= .x' <' }\ \ \\ \ i \ J r 11 I I 99 _ 1 ♦ , _ / •' j/'�� `. `. \0 Iso\ ,`` �,;: � 0 \\ ii ♦ + i` ' . r-,�� , C � \ I `\ \ \ � \ ,\ \`.- / / 1 ` ' 't I I + i i I ! � - - - - DRY `E9-Bf `\ z ` CB -s3. _ \ 18• RCP 84' DU CONCRETE ` \•, \'i i O� \ ` \1 ` `� \ \ e / / ` I \ I I I / % _- _ - -I ♦., O> p p p BASIN DATA: \ /', j BOTTOM=906.0 STOR%V1--WA%�, \ //I RE -915.071 1 - IE(SE)=90.5.10 (27• IN) OUTLET=906.0 r � \ :\ \ � 1 1 1 ♦ °e 1 ,. IE(NW)-902.20 (30• IN)> 100YR HWL=91 1.9 - _BASIN " �\ _ IE NE -901.80 36' OUT), s � .Wo m { °•,I eEs-B2 MATCH LINE Sheets C4.4 / C4.5 T 9 42" RCP 21" RCP lencuuTE9 CONCRETE / , �L \ IE -908.00 BLOCK OR CABLE _ \ aJp O 207 LF 2T RCP ' y� ��d - ! I \ ♦ \ .i \ \\ \ `\ \ "/ 9 v. oi�`+- _ I CONCRETE AT STORM ``� �{f,B •A O 0.58X •�/ , \ `+ ` \\\ "e>s _ PIPE OUTLET (rm.) !/ . \' \'. MATCH LINE Sheets C4.4 / C4.6 \ 32 LF 42' RCP + ` INDEX OF CIVIL SITE DRAWINGS: "} 0.82Xe9° a :, I FILE No. 00715 (LENGTH .n, 186 3 21• RCP 1 / / nl s. •`�\ .\. \':, \ ,o \+ 1� '' .�-._. \ Cl3 O 0.32X , 9„4T• _la I `+ INCLUDES FES) (1ENOTH r /j / - _ CO PROJECT LOCATION PLAN - „ --- ) - --N - ' // Sc 4B ou coriceETeE'- - \� \ \, `� \ ter` - _ �1� - \� - - - - -\ - - - MH -f0 `'S6 INCLUDES IES _ p,,� . I Y / _ C1.0 OVERALL LAYOUT AND PHASING PLAN 72' DSA CONCRETE T i -_q� _ \; \'iT�' _ _ _ _ __-__ _____-_ - RE=814.20 T I j!, `\ , IE(SE)=906.30E(27611) \ `� \ \/, /` m I - ~ \ "' - C2.1 -C2.7 GRADING AND DRAINAGE RAINAGE PLANS �LAT ,; IE -907.10 42' IN) __ vu __- \ + IE -906.30 2T \� \ m.t, O I; , 1 \� (( -' ;�- F -I \ (' ( O'�• I �p4�y C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS 907.10 (42. OUT �,--__.�_ �__- 1' 1 \ - __� I. \ ! I I ; \ • \ \� C4.1 -C4.7 STORM SEWER UTILITY PLANS C4.4 I' s C5.1-05.2 STREET PROFILE PLANS !L,\,\,C6 STORM WATER POLLUTION PREY. PLANStorm SBWer 81BJ ls7 818.x`. 1 , 917.7 817.6 I 918.1 I ' 816.9 1 ♦` , •�4p� , \q - 80' Dq CONCRETE I \ ` \1 C7.1 -G7.3 DETAILS LF910.9 - > . B \'' RE -814.77 i -. g Utility Plan 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 AND RE -TESTED BY THE OWNER'S TESTING MEYER SERVICES C4.1 C4.2 THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. BHV CONTRACTOR'S EXPENSE.CORRECTED 08 9IRAVENUE NE LLC 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 EXCAVATION. MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL CURRENT VERSION FOR ( ) DATED: C4.3 C4.4 tgsos AVENUE CONSTRUCTION ADJACENT TO TRAVEL WAYS. FEBRUARY 12, 2019 gird N. 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 PLYMOUTH, IAN ssg46 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. BENCHMARKS (PROVIDED BY OTSEGO CTiY 5. OF ANY CONFLICTS. 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 ENGINEER, HAKANSON ANDERSON, INC. NGVD 29 DATUM): C4.5 C4,6 HENRY HANSEN (763)238-1610 FUNCTIONING DURING AND AFTER CONSTRUCTION. ANY REQUIRED SUPPORTING STRUCTURESARE SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. ESTIMATED. 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS TNH, EAST SIDE OF ODELL LANE, 1ST HYDRANT 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED BY THE GENERAL CONTRACTOR. N OF 75TH ST., ELEV=928.00 F - EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH 16. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM 0 50 100 150 THE UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 17. RR SPIKE IN PP, NW QUADRANT OF OGREN AVENUE AND CO RD 38, ELEV=948.06 (,'Q-, 7 7. UTILITY. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY 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 GRAPHIC SCALE IN FEET W -3 0 Z THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY SUMPED ELEVATIONS. 18, CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, PROJECT LOCATION r^ M (A Q THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES AND R-4342 FOR YARD INLET EQUIVALENT). LEGEND: d a WALL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR. ANY REPAIRS NECESSARY (OR 19. ALL STORM SEWER IN LAWN AREAS SHALL PART OF SE} OF SECTION 28, TOWNSHIP 121, SHALL BE PERFORMED BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE. BE HDPE DUAL WALL PIPE AND UNDERNEATH RANGE 23 _ O 8. FINAL PLAT FOR EASEMENTS AND LOT EPROJECT SHALLMENT AREAS WATER TIGHT JOINTS UNLESSNOTED OTHERWISE. REINFORCED CONCRETE PIPE (RCP) WITH , AND PART OF Q OF SECTION 27, TOWNSHIP -----908----- EXISTING CONTOURS FR W 9. THE CONTRACTOR RL SHALL NOTIFY THEEC TY ENGINEER AND ENGINEER 48 HOURS PRIOR 121, RANGE 23, V p r 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. , H „ EXISTING STORM SEWER �, IL 0 SHUT DOWN. WRIGHT COUNTY, MINNESOTA. 111 d C 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR a EXISTING SANITARY SEWER Z 0 11. THE SUBDIVISION OF THE LAND. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL LEGAL DESCRIPTION' r EXISTING WATERMAIN .J 7 ; z CONTROLLED FILLS IN A TIMELY MANNER. DENSITY TESTS SHALL MEET THE FOLLOWING: G Otu A. WITHIN THE UPPER 3' OF STREETS OR PAVEMENT, THE GRADING CONTRACTOR SHALL UTILIZE SEE SURVEY. PROPOSED CONTOURS W 0 c W APPROVED SOILS THAT ARE WITHIN 1% OF THE OPTIMUM MOISTURE CONTENT AS DEFINED BY v+ y ASTMTARD PROCTOR SSTANDARD PROCTOR ECOMPACTION-'-•-'-'-'- PROPOSED STORM SEWER -1 0 NOTEXCEEDING THIS COMPACTION BYM RE THAN17. BELOW THE UPPER3' SHALL MEET 95% STANDARD PROCTOR DENSITY AND BE WITHIN 3% OF THE OPTIMUM -`-•-•-'-`- PROPOSED SANITARY SEWER Q P Q MOISTURE CONTENT. GRADING TOLERANCES SHALL AVERAGE 0.1', BUT SHALL NOT BE CONSISTENTLY HIGH OR LOW. -�-�-' - PROPOSED WATERMAIN W B. GRADING TOLERANCES FOR THE REMAINDER OF THE SITE SHALL BE 0.15'. 0 ce-12 1 I, CII,IvM=&UO.v ✓I vl\l VI 11V/-11 LTt , \ \ \ �\ V' 'fituj - - cc MATCH LINE Sheets C4.3 / C4.5 - a4 ou RCEN91 2E ; ,�i / OUTLET=sos.o = MATCH LINE Sheets C4.4 / C4 5 IE�fE I IE N)=912.30 (2T IN) d I 10OYR HWL=911.9 _ ` __--_-_-_-_-_-_-_-_.�'i_-_-_-_-_-,---�rf� r� �rrr-�ri�i �� r� IE V'Q-811.80 (18' IN) -s I N %`m -- I `C .` i'v �g IE S)•908.5019 , r f °i ♦ c CO 40 �"_-_-_- ( e' v -B2 / I IE(E)=907.70 (42' OUf). 1 25 lF 42• RCP O'v - \ o 48' DIA CONCRETE ♦ ♦ It CL3 O 0.40X - _ t 42 RCP_ _ , ♦ Y c o m SNB I I RE.918.20 I 35 LF fe• RCP "� - IE=907.00 IE=919.10 1 ` IE(S).914.40 (15' IN) O 0.57X _ 1 ___ ___) 1 2f' RCP ARTICULA CONCRETE J 10 IF 15' RCP I I CO -43 IE(W)).914.20 ((18' IN) (LENGTH' 1 IE=808,00 BLOCK OR CABLE r; $ N rn bN O O.aOX 48• DN CONCRETE IE(E)=814.20 (18' QUI) INCLUDES FES) 157 LF 42' RCP - CONCRETE AT STORM �.E y? I y roa i RE=926.19 I CB -36 - -�:. -- --�1 5 , , PIPE OUTLET (TYP.) ♦♦, o Z u,o CB -44 I CL3 O 0.32X 32 IF 42' RCP 48• DIA CONCRETE IE(({{��.918.5o ((f8' IN) CB -38 48 DN CONCRETE fE5-Bf _ m_, a { CL3 O 0.62% Z �' 0 2° 5 I o'n civ REe916.iB I IE(�=91Z70 (18' OUT) 48' DIA CONCRETE RE=914.00 18' RCP 1; I (LENCIH ,iz vi ,oz 186 LF 21' RCP aiq n . RE=914.60 IES =9 f 0.20 15' IN i IEe912.00 - I 9 ,o .n y 1 CL3 O 0.32% , i 6 c ° kl o x I IE((5).922. 10 (15' IN) I , ♦ O ( ) ro r I,a i" INCLUDES FES) g 6 a �y' (J I pp m ASN)=919.00 (15' IN ' I �h\,mS 89°Z2; 0' N' IE(W)=810.70 (18' IN) IE(W)=909.60 (24' IN) ` 68 3p• gCp II --��- -� e, (I'EN' .�`E o �p �C �'�°•' --- +. IE(E)-910.30 24' ) "j fu N MH -f0 '� INCLUDES FES) g I+i on b - - I - IEE =918.80 18' 0 ,x` ♦ - 42. 8 - ( Wi IE(E =809-20 (30. 011tJ __Cl3 O 0.44X' J, _ _ --O N o - _ - 72' VIA CONCRETE j P - c - -•u •-. .- - 1. 11 E(1Y)=90Lf0 (42' INS ass t` c 3 .; �• -� - - t- -• � •- �: �.�. ou CONCRETE __, _--=��_l 1 I I �♦ - vs 92 LF 24' HDPE a-118 LF 30' �iJ _ pp �RE=917.21 118 LF 18' HDPE • 180 lF 18' .1 O O.76X HDPE O 0.34X ' I IE 90260 42' IN) .____ _ -_ + I , •1 ' �♦ ' 1 1 ,� -- /�� m # w �i ♦I� I O 2.97X HDPE O 2A0% aw ELF 11 I 1 IEE =907.60 42' a �: 2b LF 18' RCP '. ,n` \♦ i ! I I I � �r _.� � \\ I , � 's.♦ I � 8 _ 9..919.7 { `s, B1fi.817.5 "iB.1 0 6/f-46 63 LF 15' RCP ♦ -. - Ba87/92�:7 n, 821.2 m 920.2 em 818.8 I �m -n m I -I \ Y, (1111CDNCLIE+182 LF 12• O4.8X';91I7 I \•LF923.7 T.F82,.2 LF9,72 LF814.8'`LIII��RE=9I. foHDPE O 1.60X sn� tli � e F11W0 FB O ♦ FBLO MLWO FSI'IE(E)=927.60 (12' 0111).__ _ -J-. . -918.7 918 I 92 9 2 822.8 iI j `♦ 917.5 ' V IB.1 \ 9L7 2 36, � � � \ \ \\ ♦ 72' DIA DDNaRE7E II I __-__ I f ' \ ` I , , I N --WJ+➢I D. ,� 1 IIII I{L\____- \ __-i.-Q__ _ _ gtI ,II', ..- -__________-_-______R._I_._______ _.____ IMma°�-=r .4w8; 'wO'D�U . CB -45v II`. �iIT'jd,!'\'�♦=8 - YI .'1• -\\ v\+ 1\ I -i t m1p ei , -'CIIEEB((SN-))�4==1.981220.4400 ♦ _ 9 z,1 _ -,u RE -917 .5• 3mIN (301 .,'' ♦ __♦__-__ t_.t i - -___ .„6 0 C_ONCCBR-E5T_E , _ _____-_______ I --__ ___ -37 LF 15'. RE=928.68 48' ON CONCRETE.48' DIA COIE2 2 =0 48' ON HO4.RE=914.49 CONCRETE (15' OU1IE(S)-922.IES==o9808. I '-.2_51 ULOW0W)' .'(15' IN) - 15' E(N IE(N))-916.20 f5' 0 HOPE O 4.38X2 52 RE=928.80 IE(W)=92500 (12' I/=•t- -__ - - -. E(W-924.80 (15' OUT) ' - _. pl� .20X ; \_.. 25 IF 15• RCP-_ 2'x3' CONCRETE : 15 LF 15' RCP`s - _ _ `r.___ ♦ _-___-___; E i RE -926.86 , O 1.20% -IE(N)=922.70 (f5 OUT) I b _ 1 I? >< 939.0 ♦ 928.7 ri �l' i� � i\ � __-__- N����,Nw ,_ -- !I ' I n I` I �i �I��` \LF899F23B5..0.0` � -I,� (�1�to. � II -' ♦ LF882F2B80.7.7 \4. 1 . 4 l \BAJ r PRVFU9 I Elll it Ti' I ,SXR a¢ or s/De;f�l�� /n l ��� ICE (a'i.r2019) � A LA LIA :D W b -z/1) __--' -------------- 0 I I I 1 I I I I I I � I I Lu C8-65 270 LF 15' RCP - 'CB -52 • -.0 0.80% •RCP = 170 LF J - CRETE 48' DIA CONCRETE 48' DIA RCONCREIE \ 150 (15' OUT) _ _-___i �---- -__ IE((S)-913.20 (12 �N)_1 i ______ _-___________T ___- IE(E)=910.50 (5f' IN)__l f ______f's %=i IE(E)-913.00 (15. OUT) t I I IE(WW)-910.50 (15• IN) I ` ♦ H 1 ~ \ IE((S)=909.20 (15' IN)� szz 829.0 922.1 920.9/ i ` \ 919.9 '\ \ ♦p17.8 x FB I I FB / FB./ t \\ FB FB In C, - LF_915.0 LF914.1 I LF812.8 922.1 , e2o.e { I `,\ sfss .I ♦ 9n.e _ J _ - II �' HDPE-- I I\\\\ \ 132 LF O 15' I\ ♦ _ , �; a0 0.98X L" I ' ` HOPE O 0.38Xjz ---1642.36=----- -92z iii"-, CB -57 135 LF f2' HDPE 43 1 O> t - • M CONCRETE 0 0.44X RE -914.40 \ __--- ---_ I ♦ \._-'-•^""." - _:oma IE(E).909.90 (12' IN) - _ ��4• CB -58 c0 -58 _ - _ _ - _ _ ) 48' DIA CONCRETE N CONCRETE - - I ,' : IE(N =908.70 (15' OUT) _ _ RE=914.40 - - - - - - 08 7 27' VIA CONCR - `� - - _ - - RE=918.00 ` IE(E)-910.50 (12' IN) 0 m pp IE(N)-914.50 (12' OUT) S EU1P*A;5 I IE(W)-910.50 (12' OUT) 2 U t 5 I I I t I t I INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 t CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT t I C2.1 -C2.7 GRADING AND DRAINAGE PLANS C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS tl II I C4.1 -C4.7 STORM SEWER UTILITY PLANS 4. S t I C5.1-05.2 STREET PROFILE PLANS 1 I C6 STORM WATER POLLUTION PREY. PLAN Storm Semler C7.1 -C7.3 DETAILS Utilitv 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 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 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 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 1Y> 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'. IE(Nw)-902.2o \ IE(N/E)-901.8/0(38. OU\\ \ \ `x '\• ` +\� \ BLOCK \v -CONCRETE Ai STORM `/ �'B.,q B O 0.58X "+I •`t i \�\\ _PIPE OUTLET (TM) b � , -cis '. / 1 • I + + I '�e\�°.. se j 48' DIA CONCRETE • '� LF909. Z+ 1 ' I LF910.1 I LF9110.9 FB FB MLWO 917.517 jl �� 91e.1 I 918.8 °1 /- , I be Z `,. --- --- 1 -2'35 CONCRETE M - ---_ _ - - RE -915.52 25 LF 15RCP - �IE(S)-911.70 (15. Ol/h - - - - N 1 O t2OX 25 LF 18' n '�-- D O.BOX A - 170 LF 15' RC O 0.53 \ ? 1 \�F9 9171 SURVEY DATA PAGE LAYOUT: 12. THE OWNER SHALL PAY FOR ALL TESTING OF SOILS COMPACTION. ANY AREAS WHICH FAIL TO SURVEY INFORMATION PROVIDED BY: MEET THE ABOVE STANDARDS SHALL BE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING MEYER ROHLIN LAND SERVICES C4.1 C4.2 AGENCY AT THE CONTRACTOR'S EXPENSE. 708 1st AVENUE NE 13. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED IN COMPLIANCE WITH BUFFALO, MN 55313 MnDOT TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL (CURRENT VERSION) FOR DATED: FEBRUARY 12, 2019 C4.3 C4.4 CONSTRUCTION ADJACENT TO TRAVEL WAYS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES BENCHMARKS (PROVIDED BY OTSEGO CITY LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER, HAKANSON ANDERSON, INC. NGVD ENGINEER AND OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS 29 DATUM): C4.5 C4.6 ARE ESTIMATED. 15. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS TNH, EAST SIDE OF ODELL LANE, IST HYDRANT OBTAINED BY THE OWNER AND FOR PERMITS OBTAINED 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 50 100 150 TO THE CITY OF OTSEGO STANDARD SPECIFICATIONS AND DETAILS. RR SPIKE IN PP, NW QUADRANT OF OGREN 17. ALL MANHOLE CASTINGS IN PAVEMENT SHALL BE SUMPED 0.03'. ALL CATCHBASIN AVENUE AND CO RD 38, ELEV=948.06 04. ] CASTINGS IN CURB SHALL BE SUMPED 0.17'. RIM ELEVATIONS SHOWN ON PLAN REFLECT GRAPHIC SCALE IN FEET' SUMPED ELEVATIONS. PROJECT LOCATION 18. CASTINGS SHALL BE NEENAH R-1733 FOR MANHOLES, R-3067 FOR CATCH BASINS, AND LEGEND: R-4342 FOR YARD INLET (OR EQUIVALENT). PART OF SEJ OF SECTION 28, TOWNSHIP 121, 19. ALL STORM SEWER IN LAWN AREAS SHALL BE HDPE DUAL WALL PIPE AND UNDERNEATH RANGE 23, ROADWAY PAVEMENT AREAS SHALL BE CLASS 5 REINFORCED CONCRETE PIPE (RCP) WITH --sce- EXISTING CONTOURS WATER TIGHT JOINTS UNLESS NOTED OTHERWISE. AND PART OF SWj OF SECTION 27, TOWNSHIP 20. ALL FLARED END SECTIONS 24" AND LARGER SHALL BE FITTED WITH TRASH GUARDS. 121, RANGE 23, - » - .. - EXISTING STORM SEWER WRIGHT COUNTY, MINNESOTA. - EXISTING SANITARY SEWER LEGAL DESCRIPTION - EXISTING WATERMAIN SEE SURVEY. - PROPOSED CONTOURS - •- •- • --- PROPOSED STORM SEWER - ' - • - • - PROPOSED SANITARY SEWER ---�-�- PROPOSED WATERMAIN \�\--� �•�-b° � e\ � �\a\ \ � \\ \ I \ \ i•:%��a= \ '\ \ \\ ' � � \\ \\ \\ 1 \ � i � ' ..�-��''� max--, �.�. � ��_,� MATCH LINE Sheets C4.4 / C4.6\ I \\ \\ \ \\ \\ 1 `\ ---491.35-- \� \ \ \ \ \ \ \ \\ �\ \ \ 1°r S 89.55' 52" E k0 Tff5PA593lG' I .� /i \\� $ 1 1'4\\t\\t `4 3��'i \\ 'I / \ `-�I I\� \•`\\.\\� \\`\��\\x za ~\ ,.Y"x»__ _'NO TFr5PASVr,-SIGN --}---'`------`- `-40.0G m��gPy> Al 89-22'10'E LL 0 \>• • :\ 60' DU CONCRETE RE -9 14.77(2 IE 7' IN) '\ \ \ \ \ \ \ ♦ \\ \ I IE(NW)Nw)= (2 (27 OM \ B W i 0\ W 2'38CONCRETE \ \ \ �- t•1; - \� s8`•\ \ \ \\ an d i� °im 3� 155 LF 27• RCP 0.58X t s 27 LF 27' _93 80' / 80' DLA CONCRETE = - _._____T____. RE -914.28 IE(SE)-907.40 - �- - IE(NE)-907.40 (27'. 48• DN CONCRETE / RE=915.52 I ------ IE (N -911.40 15' IN) I ! 'E(S =911.40 �f5. OLTT) -sO' 87 FB1 918.7 I I I 918.7 - - \ '\ RE= 1.3.1 % _ \ - 69 \ \\ \ \ o 60' DIA CONCRETE IE(1'Q-909.60 (f5' OUn \ \ t,�t \,t\ _ -\` �� IE(E)-909.50 (f5' IN) S \ ` I \ his o , _ � �'r� ♦ . ' \ JB•== IE(NW)-;907.BO (27.(27" OUp i\ \ ^; \$ c \ I • � \ _ _ + - s.� \ \ \ \\ �\ \.� ' (J �� \ \LL \ ,C13\97 •.'-! $ _____ _�-_'sw: i \,\ \ ••\ \ \,rte ^-_-�.r LF09.9 99T9 113 LF 2T RCP1 (A 7 2x3' CONCRETE O 0.35X� 1 RE -916.03 rfr(w)=912.00 (15' OUQ 125 LF 15• \I 1 a 1 _7 .- HDPE O 0.48X -� 1 ' 1 V • ,n �n c - R- \-.---a\-""�\ \\ \\ \\ \\ ` `= - -'_ _� /I /, "a 60• DU CONCRETE_____- _-___-_ 00___> IE(E)-911.70 IE((S)=917.50 (18- IN) y I - 25 LF 15' RCP \ I ` IE(W)-909.00 (15' IN ,'�•, O 1.20X _- _- _ __� I \'i...� \ IE(N)=908.20 (27' OUT) ____ _ MATCH LINE Sheets C4.6 / C4.7 1 ---- ----------T '451 - - - I -n- - I I I O'� i D IR gym- \ / -----------L---------1 - - - - -J- - - %r INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 F- V a �g'a Lu 0 V) b N I>, -__-__ __ _-s---_c--r'_-__-__-__ ____---._-__-__ -•_ -to-__-�- 135 LF 12" HOPE 135 LF 12' HOPE CB -98 -O 0.44X _.__. ��.._M O O_44X 2T Dlit CONCRETE RE -913.10 _.._. _-CB-59.�.�--_.----..-- CB=�_ (�=909.60 IE (15' OUT) 48" DIA CONCRETE 27' DIA CONCRETE - S- - - - - - - `i - - RE -914.40._.______._ RE=914.40_-_________ / IE(E)=910.50 (12' IN IE(W .910.50 (12' OUT) IE(W)-911.10 (12" OUT) 4 / Lu �Z !A o CN CD a ^ .t �I DETAILS tr I\ I` = W b Al W / I _0 W ! I � / 1 - - \ '\ RE= 1.3.1 % _ \ - 69 \ \\ \ \ o 60' DIA CONCRETE IE(1'Q-909.60 (f5' OUn \ \ t,�t \,t\ _ -\` �� IE(E)-909.50 (f5' IN) S \ ` I \ his o , _ � �'r� ♦ . ' \ JB•== IE(NW)-;907.BO (27.(27" OUp i\ \ ^; \$ c \ I • � \ _ _ + - s.� \ \ \ \\ �\ \.� ' (J �� \ \LL \ ,C13\97 •.'-! $ _____ _�-_'sw: i \,\ \ ••\ \ \,rte ^-_-�.r LF09.9 99T9 113 LF 2T RCP1 (A 7 2x3' CONCRETE O 0.35X� 1 RE -916.03 rfr(w)=912.00 (15' OUQ 125 LF 15• \I 1 a 1 _7 .- HDPE O 0.48X -� 1 ' 1 V • ,n �n c - R- \-.---a\-""�\ \\ \\ \\ \\ ` `= - -'_ _� /I /, "a 60• DU CONCRETE_____- _-___-_ 00___> IE(E)-911.70 IE((S)=917.50 (18- IN) y I - 25 LF 15' RCP \ I ` IE(W)-909.00 (15' IN ,'�•, O 1.20X _- _- _ __� I \'i...� \ IE(N)=908.20 (27' OUT) ____ _ MATCH LINE Sheets C4.6 / C4.7 1 ---- ----------T '451 - - - I -n- - I I I O'� i D IR gym- \ / -----------L---------1 - - - - -J- - - %r INDEX OF CIVIL SITE DRAWINGS: CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 F- V a �g'a Lu 0 V) b N I>, Q FesT- a DoE tL 2 Lij O ncp� o WF, y p oii b 111 IL 20 C b LEJ V) Lu � STREET PROFILE PLANS Lu �Z !A o CN CD a IIIC 0) �I DETAILS tr 0 = W b Al W _0 W Y b� a �g'a N V) b N I>, .�.. W 147. W V DoE �glm0c; -' ncp� o WF, y o°o^o lI aj oii b m U im �a4 b LEJ V) N STREET PROFILE PLANS e b C6 STORM WATER POLLUTION PREY. PLAN $ o C7.1 -C7.3 DETAILS Utility Plan b Al H II �x HoIFJ p p p N ca ca Cl O m W W 3 Lu 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 4.6 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 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 VALE 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 1VL 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'. ✓- T ------------------------ I I / 08-101 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. 48" DA CONCRETE 48' DU CONCRETE' / RE -928.06 R RE=933.00 I / TIE(S)=922.20 (15' IN) IES)=929.00 (15' IN) / IE(W)-922.00 (18' OIIT) IE(NS-929.00 (f5' OUT) \\ SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHUN LAND SERVICES 708 tai 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 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. 48" 011,C NCR E-938.80 IE(9)-934.50 (15' IN) %I ,2E.00 h I 1 / 80 LF 15• IE(S)-932.10 (15• (� ) / 387 LF Is - OALOPE O 1.72X IE(N)-932.10 (15' - -'&Z'l Z£L-- ILJ HDPE O O.E -la" .14 v938.9 IIS I i , 8$0.7 [�F 44.7 I 946.5 \ I I� 948.3 LF999.9, may 'LJF935*7 998.7 LF997.6 LF936.3 MLWOI rALWO B FB I i I FB 941.9 1 i 49.7 944.7 ' ? ? ' 94b:$ ' I 046.3 'a CB -104 137 Lf 15' HDPE 48' DIA CONCRETE I O 0.58X RE -941.20 \ J ( IE((SW)=935.40_ ______- __ \ he - IE(E)-935.40 (15' _ _ _ _ RE=92424.09 l i " IE(N)=920.00 (18' OUT) � vy i I l I i \`? (i A •.J 8iLa9W00.7 I 1 I \/ 838.Ti , I 942.3 I �I I I i I MLWOI ,� FBLO I ' L9 / LF990.1 w>a ? LF094.9 927.727.7 / I I i 03511 4B' DU CONCRETE CO 1 IIRE=941.53 IE(6�-935.IO (12' IN) _- S•' - / �., -'I-• 4'�3�.-. C1.1 -C1.7 LF998.3 J �► I �� ,.j LF 207 I I142 O 0.49X nn C C4.1 -C4.7 HOPE 03 HOPE 0 3.29X �/ T • . Lu A W I co ae�II 9 LMNRF9C0Cl99R9PW21E1 [)_'o W O STORM WATER POLLUTION PREY. PLAN IIiI `I O •Q y Lu Utility Plan 1l1.8.T99E:O to W M c gni In '100- e LF 18;.1 RE=2.37B �iS°£ � ,9 O 52X IN) � I SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHUN LAND SERVICES 708 tai 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 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. 48" 011,C NCR E-938.80 IE(9)-934.50 (15' IN) %I ,2E.00 h I 1 / 80 LF 15• IE(S)-932.10 (15• (� ) / 387 LF Is - OALOPE O 1.72X IE(N)-932.10 (15' - -'&Z'l Z£L-- ILJ HDPE O O.E -la" .14 v938.9 IIS I i , 8$0.7 [�F 44.7 I 946.5 \ I I� 948.3 LF999.9, may 'LJF935*7 998.7 LF997.6 LF936.3 MLWOI rALWO B FB I i I FB 941.9 1 i 49.7 944.7 ' ? ? ' 94b:$ ' I 046.3 'a CB -104 137 Lf 15' HDPE 48' DIA CONCRETE I O 0.58X RE -941.20 \ J ( IE((SW)=935.40_ ______- __ \ he - IE(E)-935.40 (15' _ _ _ _ RE=92424.09 l i " IE(N)=920.00 (18' OUT) � vy i I l I i \`? (i A •.J 8iLa9W00.7 I 1 I \/ 838.Ti , I 942.3 I �I I I i I MLWOI ,� FBLO I ' L9 / LF990.1 w>a ? LF094.9 927.727.7 / I I i 03511 4B' DU CONCRETE CO _ IIRE=941.53 IE(6�-935.IO (12' IN) Q e IE(NE)-935.70 (15' OUQ i FBLO'I C1.1 -C1.7 LF998.3 J �► I �� ,.j LF ( .1 . 27' DRET IA CONCE RE -940.10 I I142 O 0.49X nn C C4.1 -C4.7 947.9 E MLWO ' g LF998.9 / � 944.9 I S_ dg2idf' 48" DN CONCRETE RE -942.05 l() IE IE(N S)-934.10 (15 IN) =34.10 (15' 0Oh I 948.9 ( LF93B.9 FB 846.3 48' IIA CO RE- IE(S)=934.90 ( IE(E)=934.70 (N -!_-I-! I" 1 IN PAGE LAYOUT: C4.1 C4.2 C4.3 C4.4 C4.5 C4.6 C4.7 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND: ---ooe----- EXISTING CONTOURS EXISTING STORM SEWER ' - v EXISTING SANITARY SEWER -- EXISTING WATERMAIN PROPOSED CONTOURS •-•-•-•- PROPOSED STORM SEWER • -' - • - PROPOSED SANITARY SEWER --' -'- PROPOSED WATERMAIN I I I I I 25 LF 15' RCP O OAOX CB -108 I ,� 48' DIA CONCRETE 1 I (\ RE -942.05 I /. EL _ IE((YYll))-934.30 (15• IN)�--} ` IE(N)-934.30 (15" OUh I - y, I \ 85 tLF lb• RCP O 0.47X HOPE LF 12" oo.5X I ttI ^I fill \ I ) ? CB -110 / 48" INA CONCRETE RE 00 (12IN)j t< (12' OUh /- O \\ 177 LF 12' HDPE \ \ v 0 ,51. IJ CO - 27' DN CONCRETE RE=940.00 IE(E)=936.50 (12' OUT) I I 1 11e1r%CV AC P+1\111 4?1T1-_ 1' MA\A/1\1Al._ CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, TIN 55446 HENRY HANSEN (763) 238-1610 V CO PROJECT LOCATION PLAN $oma Q A i De -1116 C1.1 -C1.7 O J W ( .1 . 27' DRET IA CONCE RE -940.10 w V nn C C4.1 -C4.7 � IE(0=936.60 (I2' OUT) �/ T • W Lu A W I co Q b W O STORM WATER POLLUTION PREY. PLAN I- O •Q y Lu Utility Plan Vj to W M c gni In e $ �iS°£ � a � I I I I S_ dg2idf' 48" DN CONCRETE RE -942.05 l() IE IE(N S)-934.10 (15 IN) =34.10 (15' 0Oh I 948.9 ( LF93B.9 FB 846.3 48' IIA CO RE- IE(S)=934.90 ( IE(E)=934.70 (N -!_-I-! I" 1 IN PAGE LAYOUT: C4.1 C4.2 C4.3 C4.4 C4.5 C4.6 C4.7 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND: ---ooe----- EXISTING CONTOURS EXISTING STORM SEWER ' - v EXISTING SANITARY SEWER -- EXISTING WATERMAIN PROPOSED CONTOURS •-•-•-•- PROPOSED STORM SEWER • -' - • - PROPOSED SANITARY SEWER --' -'- PROPOSED WATERMAIN I I I I I 25 LF 15' RCP O OAOX CB -108 I ,� 48' DIA CONCRETE 1 I (\ RE -942.05 I /. EL _ IE((YYll))-934.30 (15• IN)�--} ` IE(N)-934.30 (15" OUh I - y, I \ 85 tLF lb• RCP O 0.47X HOPE LF 12" oo.5X I ttI ^I fill \ I ) ? CB -110 / 48" INA CONCRETE RE 00 (12IN)j t< (12' OUh /- O \\ 177 LF 12' HDPE \ \ v 0 ,51. IJ CO - 27' DN CONCRETE RE=940.00 IE(E)=936.50 (12' OUT) I I 1 11e1r%CV AC P+1\111 4?1T1-_ 1' MA\A/1\1Al._ CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, TIN 55446 HENRY HANSEN (763) 238-1610 V CO PROJECT LOCATION PLAN $oma Q COIL i a C1.1 -C1.7 O W a w V LU tL 2W C C4.1 -C4.7 STORM SEWER UTILITY PLANS �/ T • W Lu A W I co Q b W O STORM WATER POLLUTION PREY. PLAN I- O •Q y Lu Utility Plan Vj to W M c gni b L CO PROJECT LOCATION PLAN $oma a OVERALL LAYOUT AND PHASING PLAN i C1.1 -C1.7 PRELIMINARY PLAT W C2.1 -C2.7 C3.1 -C3,7 w V ;m'S1 0 C4.1 -C4.7 STORM SEWER UTILITY PLANS �/ T • G} C5.1-05.2 S4t i, Wd of CIS STORM WATER POLLUTION PREY. PLAN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan c gni e $ �iS°£ a Czs 9 qIQ �N II 1'c L: VI N LV „ 1 ca m ?- 0) O m o W 3 � U O O O U FILE NO. 00715 CO PROJECT LOCATION PLAN C1.0 OVERALL LAYOUT AND PHASING PLAN C1.1 -C1.7 PRELIMINARY PLAT �C C2.1 -C2.7 C3.1 -C3,7 GRADING AND DRAINAGE PLANS SANITARY AND WATER UTILITY PLANS �/ �l L C4.1 -C4.7 STORM SEWER UTILITY PLANS �/ T • G} C5.1-05.2 STREET PROFILE PLANS CIS STORM WATER POLLUTION PREY. PLAN Storm Sewer C7.1 -C7.3 DETAILS Utility Plan CLIENT: RT 00' 1"= 74th STREET / OHLAND AVENUE VHF INVESTMENTS, VERT:: VE 1 10' LLC -0 50 0+00 96D.D 1+00 2+00 3,,00 4+00 5+00 6+00 7+OD 8+00 9+00 10100 11+00 12100, 13 OD 14100 15100 16100 17100, 18 00 19 00 20100, 21100 22100. 23100.14505 24 00 25 00 26 DO 43rd AVENUE N. PLYMOUTH, IAN 55446 HENRY HANSEN th (763)238-1610 S5O.OD wr r8 F ill w _ - 0 940.0 G E 9 = --PROPOSED � ED CENTERLINE - R I� a Ic J ELEVAl10N sN .. w °" ni7l i11 n 8 j II3R: Z MU 0 a rN tum ifi = W Lu W ~ n a I i .d-44 2 920. GROUND TIT - - '11 W W Q 0 ELEVATION _ Z Q O Q nt I Q 1- u o 1 = Z 910.00--- O I n EL - =.14 --. - - - 90Dp -0 50 0+00 1+ 2+00 3+00 4+00 5+00 fi+00 7+00 8+00 9+00 10 00 11 00 12 00 13 15 00 16 00 17+00 18 00 19 00 20 00 21700122100' 23100 24100 25 00 26 00 Y° p ;°l n V ��g �S'& �> Is, m -F o [>c ° Y I Is OHLAND AVENUE HORIZ: 1"=100' - 'ODELL HORIZ: 1"=100' AVENUE >a.` ` S~ waoo; VERT: 1 10 $ ° e H 0 L D VERT: 1"=10' E J 00 27100. 28100, � 29100. 30100. n.. 31100 32 00 33 00 34 00 35 OB 25 600.00 -050 0+00 I+pO 960. 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 00 11 00 12100, 13 00 14DO 14 50 60.00 v ° V) p $ ° N o (`,IIRII,�IIIIII�/`\V/ i ,v w ss vu,1 tvseo 'PROPOSED w w q m ° Q n� o .. SMEET CE 8 M1_., - v , E Y ELEVATION x 50.00 950. ww k 250.00 8 q J- yw rk tw �- fi q � iS + ur a ma A µ nl L,Q 2 40.00 N2 __8 - K i t _ s 'y g li PROPOSED _ STREET s xy a v 40.00 w i s se x ELEVATION � w u EXISTING ELREVAABON - '230.00 930,0 _ "` _ - - - E - - - - c O ' 30.00 SS w I O I uve v aao - xw :211 x N = - - - 20.00 920.0 _ _N V-1 20.00 V1 m o u t - - -- I}- I 'v1 D.00 °t 910.0 - fDOSONC GROU D N m ��10.00 c D ELEVATION w M.2 w co In 00 27 29 00 30 00 31 00 32 00 33 00 34 00 00.00 35 0B 25 900.0 -0 50 0+00 1+00 2+00 3+00 4+00 54 DO 6+DO 74 DO 8+00 9+00 10100' 00.00 11+00 12 00 13 00 14 00 1 50 rp N m )• ❑❑ 00 O O 03 Z O FILE W. 00715 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 (1-800-252-1166.) C1.1 -C1.7 PRELIMINARY PLAT 3. ALL CONSTRUCTION TO COMPLY WITH CITY OF OTSEGO SPECIFICATIONS. 4. CONTRACTOR SHALL C2.1 -C2.7 C3.1 -C3.7 GRADING AND DRAINAGE PLANS SANITARY AND WATER UTILITY PLANS �• 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 C6 STORM WATER POLLUTION PREY. PLAN C7.1 -C7.3 DETAILS Street Profile Plon 71st STREET 72nd STREET CLIENT: HORIZ: 1"=100' VHF INVESTMENTS, 72nd LANE HORIZ: 1"=100' HORIZ: 1"=100' -100 VERT: 1"=10' LLC - VERT: 1 -10' VERT: 1"=10' -0 50 D4 DO 1+60 2+00 3+00 4i oo 5+00 6+00 7+00 8+00 9+00 10 00 11 00 12 00 13 00 14 00 15 00 15 50 -0 50 0+00 1+00 2+00 3+00 -0 50 0+00 1+00 2+00 1450543rd AVENUE N. 96D. 60.00 960.0 60.00 960.0 60.00 PLYMOUTH, MN 55446 ' 8 -- HENRY HANSEN (763) 238-1610 950.0 - - 50.00 95091 - - - 50.00 950. -950.00 ' 8 F 8 8 S vu v,.. n, tt a W °'z 940. iaf f w u , m v m $ Z a 40.00 940. - 40.00 940.00--79 -- 940.00 a d I� Q posm PRO51REEf m `- IL a vx a MSIAt e'+e9 L f>lm -- CENIERUNE _ ' PROPOSED m a,no STREET '3l(,� �R Z O V Wc W n: - - - z vim n ELEVATION EXISTING f GROUND CENTERUNE -� 110° -ELEVATION to W G C T 93D. - - a R - - 8 - 30.00 930. ET.EVATION - - - 30.00 � - 930.0 - a 1 O LL - - e PROPOSED :mom a aoo n _ u G Z Q 0 a o - CENIQ UNE lE fir 3. s _ v _ _ _ > - -� = nao a,20.D0 W a 920. v; ELEVATION . 20Lu .00 920.x 20.00 920.0 -- EXISTING 1 0 �Lu w/ W ein 5 _ v -- m - _ c_ GROUND ELEVATION b 7 Q O G 2111 910.2 . 910.1 - 141 D.00 910x' ' 10.00 _O EXISnNDGROUNDELEVATION $r;i exIT 90091E 0000 900n 00.00 900. -0 50 0+00 1+ 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10 00 11 00 12 00 13 00 14 00 15 50 -0 50 0+00 1+00 2+00 3+00 -0 50 0+00 Y m ON v)OE '3bNV4 € �WIgo�Mo g HORIZ:1 �,_ � 100 73rd STREET HORIZ: ��- 100 � OGREN AVENUE cc � sole � sy�w °a•o-•; Zai VERT: 1"=10' VERT: 1"'=10' m i� -0.50 0+00 1+00 2+00 3+004+100, 5+00 6+00 7+00 8+00 9+00 10100 11 00 12 00 13 00 00 14 15 00 16 00 17 00 18 00 -0 50 0+00 1+ 2+DO 3+00 4+00 5+00 5 r E 1J+50 �a'`� 1 N r.1 960. 60.00 960. 3 0 vaR I I I I m � S o 850. -- TA of 50.00 950. e 50.00 � IAOC 940 '.- -- @ 8i40.DO 940'0 8 - y �1 a 40.00 vu - 'CENTERLINE ELEVATION _ yy y 1 1m n . 6TA f+'a500 e t1dd00 c w 930. - rtf b 30.00 930. - PROPOSED m 30.00 va6 - < - an 00 ° CENTERLINE g ELEVATION 8 g R a m � I I d xm Bx S O fss2D.00 - - as 92091 Y - -- IXI571ND Q - - - - 920.00--m - - 4o.Do 01 p n ND I.EvAN o 01 m a EXISTING L L-- 910.00 - - ' GROUID a�co E'LEVAnON N K X- - 10.00 91091 m �- - 10.00 i o C�l � 9OU' 00.00 9DO. p0.00 -D 50 Di DO 1+ 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10 00 11 00 12 00 13 00 14 00 15 00 16 00 17 00 18 00 -0 5o 0+00 1+ 0 2+00 3+00 4+00 5+00 5+50 N m >• m M � m W W 3 � U O O O U FILE NO. 00715 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 (1-800-252-1166.) C1.1 -C1.7 PRELIMINARY PLAT 3. ALL CONSTRUCTION TO COMPLY WITH CITY OF OTSEGO C2.1 -C2.7 GRADING AND DRAINAGE PLANS SPECIFICATIONS. 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS �. SITE uTIu71Es PRIOR TO PAVING. 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 Street Profile Plan `- J j I SITE DATA: ; l �.• F I '•,✓ ' / .�„ �.,,. _ - --- .•� ✓- _ - - - r - -� - - - - -- //`�/` \ / / 'AFTER CON •� BASIN GRA CATEGORY 3 EROSION _ _ _ I _ y , '3 I I I 12 / // REMOVE At RE- reansux `•/ P xos i Iw•-' I i, ) E (BASIN / % \\ INSTALL SE I 1©1 I�ivl�il I�r 4 ■ �,f{�� C3' i 1�.. ._-_.-�;.. ��� III 1.1i' Itr • � �� _ � ,� � � � "� � �� p`- I P i I! t1n^e !�-' � ❑ .I.-���u Ir�'�;t la ._._� 5z_ _ rsr - � --- .•. `y lr -- - 'ei � srJ:r •- .. - � is -_ - -----__-- -- ROCK CONSTRUCTION SILT FENCE (TMP.) ENTRANCE � � WOOD FIBER �. BLANKET AT INLET_ L----- --1 L i1IJ`li SWPP NARRATIVE € �C This residential project const -13- will consist of site clearing, grading, utilities, and street construction. Co..fiuetton is planned for 2019. First, cpoerimeter sill fence and rock construction enhance shall be installed. Then site work shall mmence. The-theelor shall dispose oil debris off -rile within 24 hours. Then the site can be graded, CUM- installed, builTng constructed, curbing and pavements installed, fir. l grade talaance, and landscape final stabilization. Once final grade fs e,t,bll,h,d sari certified, the site shall be slabIDzed whh seed end mulch or sod. Once vegetation I, eatobgshed, temporary erosion control meosores shall be re -d. POLLUTION PREVENTION NOTES Solid waste: collected sediment, a phoft and concrete millings, floating debris, paper, plastic, fabric, construction debris and other wastes must be disposed of popery off-site and must campy ,in MPGA requirements. Hazardous moterfols: oils, 9apaline, paint, and cry hazardous substance must be properly sloped, Including secondary containment, to prevent spills, leaks or other discharge. Restricted cess to storage areas sl be provided to prevent vandalism. Storage and disposal must be I, compliance with UPCA regulations. External washing of trucks or other construction vehicles is not allowed on she. No ergine degreasing Is allowed on site. No concrete washauls are allowed an site. Concrete truck washout is not to be allowed on age unless -I ut walls is contained with no discharge to ground surface or sitedreinuge facilities. Containment systems are to be located a minimum 50 feet awry from droin.ge faeiliees end we""ouran. Containmt systems shall have on impermeable liner. Containment system sholl be c,. dy markeend wit h afglage. All sanitary waste must be collected from portable toilet units an site by o licensed w to management contractor. The units must be secured and shall be maintained on o regular bosh as needed to prevent overfilling. DESIGN CALCULATIONS Design calculations, including sell types are on file with: civil Engineering Site Design SWPPPDesigner:Scotl Dohlke (Expires 2022) RESPONSIBLE PARTY Contact information for the responsible Party fon erasion control is: a-- VHF Investments, LLC 14505 43rd Ave. HE Plymouth, MN 55446 Conincbr: To be determined Afuuper. To be determined r «% 4NECESSARY SHALL A% I"INCIDENTAL TO THE I RACTOR SHALL T DEPOSITED IN SLOPES, AND JTROL AROUND NY SEDIMENT - CONSIDERED " WING CONTRACT. - SILT FENCE (TMP.) ( " A0111� W, E�\ ll \ WOODFIBER BLANKET AT INLET r I I '71 I II/r/-\ I 111 ` r Ly I l 1 `INLET PROTECTION �I .��`,•- (TMP.) `:`!;` . � • 11 - 11, 8" WOOD FIBER LOGS OR WOOD CHIP BERM FOR REDUNDANT SEDIMENT M NT CONTROL WITHIN 50' OF SURFACE WATER (TYP.) \`L ALL FILTER LOGS UND INFILTRATION IN AFTER COMPLETION BASIN GRADING INFILTRATIONBASIN\, / VEGETATION GROUND COVER SCHEDULE 1. Slabipzalton of .1 exposed sail o must be Initiated Immediately but In no case completed later man seven ('n days one, the-.1-6en activity In that portion of the site has tempamdy or permanently ceased. Seeding and mulching shall conform to the latest NPDES requirements for Installation schedule with regards to grading. 2. Permanent turf grand cover shall Include all disturbed areae be c,voted with a minimum 6' topsoil and Cit p sodded for or seeded t. flowed by CRs, s as proposed on City approved bhascape pon for the project. If not otherwise specified, furl seed to be MnDOT mix 25-151 applied at 120 lbs/a'. Infiltration basin seed to be 33-261 applied of 35 lbs/oc with bottom of basin mulched with clean grain straw (Mn/DDT Type 3) applied at 2 tons/a'. MnDOT Type 1 mulch shall be applied at 2 tone/c and disc anchored in areas not covered by sod or erosion blanket. Seeding and mulching shall conform to the latest NPDES requirements for installation schedule with Bards to grading 3. Temporary ground cover to be MnDOT seed mu 22-111 shall be applied at 31 lbs/ac, .1 equivalent as approved by City. MnDOT Type 1 mulch shall be appped 0 150 300 450 al 2 tone ce and disco h orad T rat covered pod / rasion blanket. �r 4. Fertilizer for turf shall be Nn Type OOT yper 3x22 rete and appliedDOT e357 Ib/ac. Diss fertilizer into lop ll a sod. after Nevem priers«e I. temp zs74. GRAPHIC SCALE IN FEET s. Dormant a m& shall be urea speer November 1 o when halt be at.. da rot exceed 40' F, using some rales specified! slaws. No seed shall be placetl an or im greater than 2' in depth. 6. Mywaeeded arena that do not becanu established with vegetation shall be aeaed of Contractor's expense. 7. Erosion blanket shall he installed In seed areas with ground surface elopes of LEGEND a 4H:IV « stesper. 8. After curb d gutter 6 backflkd, salt tolerant sod to be placed In the boulevard for 3 feet behind the curb. INFILTRATION BASIN NOTES 1. Inlllmlion area shop be et,k,d off during c,,,tm,llon to restrict heavy equipment train' r din hCy a awls. amps g Install o rials tem r parlor control devices to ppr.p event sediment from lerin albs PD ory a pr 9 Practice during conslruclion. 3. Gradi m f the infillraUon basin shall ha aocamplaished .ring low Impact sorth oV" equipment to prevent compaalton f the underlying soils. Small tracked dozen and skid leers with runner tracks a recommended. 4. In the event that sediment is introduced into the BNP during or immediately \ following excavation, this material TAB need to be removed from the basin prior \` to initiat'mg the next step in the const -U.. npracess. 5. Install sediment control areund basin after co pletion of bosin graelog. 6. Seeding and ' Iagalion of erosion control shop be completed within 48 noun of final grading of basin. - - - AREA OF DISTURBANCE: HANSEN•HEIGHTS; 1 MILE RADIUS TT 83.1 AC 0.0 AC 0.0% 14.7 AC 17.7% 68.4 AC 82.3% 60.0 AC All. .41.isx) 59107 f 0A rN.Mr. 211 A6t " PROJECT g SITE ( lll NO IMP ARED WATERS -1 WITHIN 1 MILE RADIUS OF PROJECT SITE a Csd Cs Ccn HERL CLurnin IIK;RCrJ (I p, M1 _-__ -- Existing Contours •w - Existing Storm Sewer Proposed Contours - -- •- • Proposed Storm Sewer -------------- Proposed Silt Fence •-•--•--•-•-•-•-•-•- Proposed Fiber Logs 0 Proposed Inlet Protection Proposed Articulated Concrete Black Flow Direction Proposed Erosion Control Blanket PROJECT LOCATION PART OF SE OF SECTION 28, TOWNSHIP 121, RANGE 23, j I SITE DATA: � AREA OF PROJECT: !\` AT FINAL RESTORATION AND (NET OF EXISTING STREET R/W) "I SEEDING, INSTALL MN/DOT PROTECTION (TYP.) CATEGORY 3 EROSION EXISTING Tonal IMPERVIOUS AREA: CONTROL BLANKET (TYP.) PERCENT EXISTING IMPERVIOUS AREA: EA (0.0 / 83.1) LF PROPOSED NEW IMPERVIOUS AREA: LF (buffing" aha pwno.,t) WOOD FIBER PERCENT NEW IMPERVIOUS AREA: \ \ , �� , ; • LOGS OR WOOD (14.7 / 83.1) ` CHIP BERM (TYP.) PROPOSED PERVIOUS AREA: on cstruction antronces, swolea, ponds, berms, ETC.) shall be installed prior to any other PERCENT PERVIOUS AREA: (68.4 / 83.1) 1 - -- - - - AREA OF DISTURBANCE: HANSEN•HEIGHTS; 1 MILE RADIUS TT 83.1 AC 0.0 AC 0.0% 14.7 AC 17.7% 68.4 AC 82.3% 60.0 AC All. .41.isx) 59107 f 0A rN.Mr. 211 A6t " PROJECT g SITE ( lll NO IMP ARED WATERS -1 WITHIN 1 MILE RADIUS OF PROJECT SITE a Csd Cs Ccn HERL CLurnin IIK;RCrJ (I p, M1 _-__ -- Existing Contours •w - Existing Storm Sewer Proposed Contours - -- •- • Proposed Storm Sewer -------------- Proposed Silt Fence •-•--•--•-•-•-•-•-•- Proposed Fiber Logs 0 Proposed Inlet Protection Proposed Articulated Concrete Black Flow Direction Proposed Erosion Control Blanket PROJECT LOCATION PART OF SE OF SECTION 28, TOWNSHIP 121, RANGE 23, C1.0 AND PART OF SWJ OF SECTION 27, C1.1 -C1.7 INLET C2.1 -C2.7 �tE I PROTECTION (TYP.) i tEii UNIT EROSION CONTROL NOTES EA SILT FENCE 5,300 LF WOOD FIBER LOG 3,700 LF j 1 INLET PROTECTION 98 1. AL deHces necessary to control erosion and sediment (I.E. perimeter sill fence, rock rf I o on cstruction antronces, swolea, ponds, berms, ETC.) shall be installed prior to any other , 1 - -- on.hu.6c. operations. yy IQ 2. After completion of 1671 gradings exposed sags must be permanently stabilized whhb 7 !el( ISI d Stabllizotto shall consist f disc-anchared seed k mulch, HECP with fiber reinforced irix, .,..;an blanket with seed, or W. b f' 3. The site must be kept in well drained condition at ail times. The contractor shall be _ raepamible for temporary ditches, or the' means necessary to en proper drainage. The building must be with . IN.Me be Incidental pad provided outriow. work shall to the grading contract`SILT 4. Enters ,,ilia of the site shall « at rock construct' any rig/ g entrance to reduce _ --_ = - - 1.«kin ar dIrt a g .,to pored streets. Sediment a l hocked onto streets each rki g hors must reclaimed via street scraping and sweeping t the end e h working dry. i (I(- 55( I � FENCE 4 \ ea shall provfdpd 5. Siontity. r discharge pipe outlet energy d rip -rap size,` (TYP.) \ quantity, o placement In accordance hh Cily standards. Rip-raP installation shall bewithin 14 24 and with City standards. . st 11 of pipe lnslallalion. 6. Install sill fence around ail temporary vlaclive stockpiles which - not place whhin existing E alit fe«e area r other perimeter erosion controls. 7. Stabilization temporary of ar permanent drainage ditche, that drain cler from the .cost- ion site mu.l be 'fluted whhin 24 boon of connec"' the drainage ditch to any torno water corw'eynce system and must be completed using rwI blanket S. Suf(taient personnel, equipment, and materials shall be mobilized wRhin 24 hours al written I I - order (I.. email) by the owner or owners representative to conduct corrective work and Inslail temporary erosion control work in the cane of an emergency. r, L -_, _ J (EIE • 1 EROSION CONTROL INSTALLATION SCHEDULE n r - t W (. 1. Sill fence be inelolled to Silt fence I J -n - (xi( „t shall o restored prior any conelruclion. shall 6e located as shown to Intercept runoff. The area baled beyond the pertmeler sift fence _ _ 1 shots not be disturbed during construction. - 2. Rock Construction Entrance shall be installed prior to grading operations. 3. All alarm sewer inlets shall have inlet protection Inserts installed. Inserts shall be 'Road I till( rain -Tap Stab" or 'Road Dnln-Curb 8 Gutter' Inlet protection devices os manufactured by Wil (c,acPprm d equal) and Installed per manufacture's ret endotions. 4. All erosion trot inetolletknu shall remain in place and be ma ntalned in good condition by the contractor unUl the site has been -vegetated. al which time it shall be removed by the For the L - - - - -� i (•I! contractor. proposed paved surface areas, contractor may re n sroa ary seg renting to construct dway, while maintaining adequate erosionacontrol in I 1 .sit! 1 - ad)acent ansa. / L 5. Sufficient loCsoil still he alackptkd to allow (or the replocemene of 6' topsail (« ' The cont ar r to be - soled. 8. The contractor shat) schedule elite grading, uli6ty installationn.ew.y construction so %Y,p I _ �l•11 I` (al� - thatthe general site can be mulched and ra-seeded loo after disturbance. Meas Thal , �+ 1111"" - will t be subject to construction tmffk for 14 days spoil be seeded and mulched or-- sodded within 7 days of final grating. --- / EROSION CONTROL MAINTENANCE SCHEDULE 1. Erosion control measures shall be Inspected by the c,nt odes r,or ... Motive and maint.ined by the contractor every Friday and within 24 hours after any ralnfoll event larger than 1/2' until the project is completed. Maintenance requirements ore as follows:/- Ilt fence - 1/3 height of fe«e or domaged, remove sediment and/or repair fence within 24 hour; rock enhance - refresh a necessaryto conform to deloil; inlet �, ' r - protection inserts - remove sediment iter each rain event, clean « replacefilter when slagged; - drain slabil4e. 7 drys discovery, ljt -_ SILT I-_.,.�_' surface water and within of nd street sweeping - all sediment tracked onto surfaces within 24 hours directed by City '-FENCE paved or as Engineer. J - _ � (TYP.) 2. Replacement - Fabric shag be replacede promptly when it decomposes or becomes tneffeclNe before the bother is nc larger necessary. 3. My sediment remalNng in plot, eller silt fence is no knger required shall be dressed to i .... _ conform with the existing grade, prepared• and seelded with approprbte seed mix, as directed by the engineer. 4. Removal of the silt fence- Sill I-, shall be removed when they have served their ,AIGHi LOl1,N Tl' HIGH'/:.i" RiGH7 CF IYAI FLAT h10. 7_ useful purpose• but not before the upward sloping are. has been permanently stabilized. - - - - - - - AREA OF DISTURBANCE: HANSEN•HEIGHTS; 1 MILE RADIUS TT 83.1 AC 0.0 AC 0.0% 14.7 AC 17.7% 68.4 AC 82.3% 60.0 AC All. .41.isx) 59107 f 0A rN.Mr. 211 A6t " PROJECT g SITE ( lll NO IMP ARED WATERS -1 WITHIN 1 MILE RADIUS OF PROJECT SITE a Csd Cs Ccn HERL CLurnin IIK;RCrJ (I p, M1 _-__ -- Existing Contours •w - Existing Storm Sewer Proposed Contours - -- •- • Proposed Storm Sewer -------------- Proposed Silt Fence •-•--•--•-•-•-•-•-•- Proposed Fiber Logs 0 Proposed Inlet Protection Proposed Articulated Concrete Black Flow Direction Proposed Erosion Control Blanket PROJECT LOCATION PART OF SE OF SECTION 28, TOWNSHIP 121, RANGE 23, C1.0 AND PART OF SWJ OF SECTION 27, C1.1 -C1.7 TOWNSHIP 121, RANGE 23, C2.1 -C2.7 WRIGHT COUNTY, MINNESOTA. C3.1 -C3.7 EROSION CONTROL QUANTITIES: C4.1 -C4.7 ITEM: OUANTITY UNIT ROCK ENTRANCE 2 EA SILT FENCE 5,300 LF WOOD FIBER LOG 3,700 LF EROSION BLANKET CAT. 3 17,500 SY INLET PROTECTION 98 EA SOD 5,600 SY INDEX OF CIVIL SITE DRAWINGS: COPROJECT 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 W 0 0 p q g 0 (3 w aat _J o n. LU it 0 111. 3: 0It ��~ ao W ` Z O Z Q W 0 W 0 3w Za o �a O P. E Zoo x`J' N 2z M IQ b Ya p q g Nv '2 �> Nal h uk N I IaOE Oy'eI deo 2a �W lo�fhh ox N>\'6 gyc pp. Ee8 �% C � Qw WFilyO to Olin Ob> tiro y( Nva Son Sy Waxes ooi a �F• C.) I^ a O P. E Zoo x`J' N o }. b �n �t S w LetI tr1�11 Q II 1 m ] CCI I> N to in N m m 2 2 y FILE NO. 00715 C6 Storm Water Pollution Prevention Plan 1 t [ S w. x Naz a/To Tex[ � Aiiiraiz� a xF UAM rLL-- I f e EC 3X un _ stC RarF CVAll ROY[O SVi09 OC , -A F I E --.JS .Al GUrtrroE l¢TRACEO IW IL Y ) c cosi 5 eVAN[ acs[ (VODBxpJ if' n01x ° uraovEo suarso[ So . olx 11 NEICEAL 2 11 A,qN wn rarer I" O.xT Cures cure[ .3T CeYer Cuter la WYN AEF. vro01 .see S16I�HC� - rq uuC 12• 3Y Wre. -A WYer ]1 WYer .i �r127 le' sI CUTer 1.T! NYer aF CUTer STANDARD PLATE NO. m• asx rarer l.36 Cuter ass arer �D �1lr,,rJ� S01 26' SAF corer L[3 Cum I�CovER rmuc3 < w coxcurE unto PaTEr1n[zls w euiu.ND rAFca rF.A sr CONEA[�[ S u�LLR� . FEE --E 1. S Tr ,.. I.E.,x u°/oar ASNYLM' Ru5flF00 - 0 OA <On[D niN TTI[ WATERMAIN BLOCKING GUANITI S - ¢DJ (11. r¢aFND srgNL[E1Asnii` /"a 14 IT Esnss:.;u,w i% " K H C ACTION SUBI[Ci 10 F FW 6T Wa l�iecb Y�SLL E -C, Y NvU1 AIIOAABIF BE- � MTR.°co's SfNLL? kxDE¢ CT oy R VAIU FN FE THAN l Rtt KW - A' -.1 tl9uu rs A PEl- BE EYaanm eT VTTMLE `5" 5...WC.. u.TNOD `wu SF W NII VALH IE NC tEV 1. -I A .11 ET THEITFVFNlW¢NG TlVE OF NO tt tVECFMtuFNNCD[u Fveu�EirA-TITS I-) sxau LOCAL RESIDENTIAL URBAN STREET SECTION - 9 TON ND scAlE `, OtSe • STANDARD PLATE NO. v 112 � \I ww w to TY.xIH .lw Y C 11 ul Smn.x A-1 �sNNrt FOSt ivuT F. x0 IlFG1 -I A cYc• E roil Cn e• u°Vit[ORS/u.9� MG[4nrs�i[SiRE.t`OIIH rMl `°W`t ° TRS4.N ! awru i x• u auFJ s`rsnK�°riFvrsmR"6. is x"D Wzeo.'i � u � riao ri «i=o[I�.J�xl¢.'�aruo-N- uBs /Z13AN MAIL BOX LOCATION (� E N•c"° STANDARD PLATE NO. 0 Tf MR9RAR_ F -M-0€... MC. URBAN.. sSEC71ON STANDARD08 LATE N0. S �rEv.rQ� 1 _av!wt Ade - TEr r as NME� n • � r � ..< URBix DRIVEWAY 5E0]I@T T11, RSIBiL DRrvEWAY SECTgN TYPICAL QHIVEWAY SECTIONS < �C OLS<O o STANDARD PLATE NO. LL 109 e Ft- 'I ",ER' -I--' a ... SOL uNJ51LAi0 •�� A VIDSNe • � • . ED oL use B PWI ♦ - - mN R SFCO.N 'Bo SCLTIONe'1 tv u rOAi ..EAACFE EE ��4 IN41 866 scc))s)N. SAA' Pte- «nia091X� PaRNc n 0 OtSeg'0 STANDARD PLATE N0. d e 202 1}ErPL,IG lIIOSN'/T PIA'4S NBF3.DIe6'BLNDI Rn1B'RPND) ANO In[RL'ND [T]!'1 x Naz a/To Tex[ � Aiiiraiz� a xF UAM rLL-- I 0.13 roYlr 0.15 Curer 0.03 Curer 11 NEICEAL 2 11 A,qN wn rarer I" O.xT Cures cure[ .3T CeYer Cuter la WYN AEF. vro01 .see S16I�HC� - rq uuC 12• 3Y Wre. -A WYer ]1 WYer GRADING AND DRAINAGE PLANS le' sI CUTer 1.T! NYer aF CUTer STANDARD PLATE NO. m• asx rarer l.36 Cuter ass arer �D �1lr,,rJ� S01 26' SAF corer L[3 Cum I�CovER rmuc3 < w coxcurE unto PaTEr1n[zls w euiu.ND rAFca rF.A sr CONEA[�[ S u�LLR� . FEE --E 1. S Tr ,.. I.E.,x u°/oar ASNYLM' Ru5flF00 - 0 OA <On[D niN TTI[ WATERMAIN BLOCKING GUANITI S - ¢DJ (11. r¢aFND srgNL[E1Asnii` /"a 14 IT Esnss:.;u,w i% " K H C ACTION JC,ONCRETE v OtSe r STANDARD PLATE N0. 202. `--- No.=rte ...•Y`..� -- w AClAaDr13 ry Y+/00, 6PEKKAr.N 35)5]Ki unx 4HW`0K OYFN4FtwiEPiK1.Y �ACUn srsa E°4[s K 0•. Bac R°PLN[rOIXCO¢AOFRKrAI`TeE S AFECE ri U5[ i0 6�i.5r[N 1fT Olma`CFPNIr<r flLE '.-TS k f WOOD FIBER BLANKET IVI.A FLLATION ON A CUT SLOPE STANDARD PLATE NO. LL sot [• ul.vJu / 1 -: rAZHo Fax � A ` ROCK CONSTRUCTION ENTRANCE E q uIEE c k2 STAN------ 5TE N0. \ J sxAll e c m[ it (YOIq-W80 rAIEC) �AEx"uRoawRear'i sOF `µ`µ, soa. c Ot TFFuD?� oNO,mIXtt rooTC -1 " �rMowrx.- mEwED ON wrz rmx � iq Y�r6v5lrlK[DTM�°u`�1MI6P0211CFT¢K Y[C. rapes CT' wrens YAr IN Os[D IN NAVE EF AeaT. x G+ AE T r _ iMru eE EExw.To t DROP INLETnPROTECTION )± NO SVAEE �� lc STANDARD PLATE NO. LJ sol _I x.ml DnG) _ 1� 1 STAVES PUCE SELF SOCK TO PROVIDE ADDVIONAL SUPPORT AS NEEDED (OO NOT PENETRATE SILT SOCK FABRIC) VAX. SCOPE -� Or 15% f- 2" TRENCH 7 ID BREAKS IN SRT SOCK SHALL BE LOCATED A MINIYVY OF 10 FEET FROM AHT SHARP REND OR CHANGE IN SOCK DIRECTION. i It SOCK'S SHALL BE OVERLAPPED A WHIMUN OF 24• WITH THE UPSLOPE THE INrRow. SEDIVCNT ACCUMULATION OF 1/2 THE SOCK HEbNT MUST BE REY.wD. Fi SILT SOCK i s c tlSTANDARD PLATE N0. J 5138 INDEX OF CIVIL SITE DRAWINGS: CO x Naz a/To Tex[ � Aiiiraiz� a xF UAM rLL-- I C1.0 11 NEICEAL 2 11 A,qN a AEF. vro01 .see S16I�HC� - rq uuC C2.1 -C2.7 GRADING AND DRAINAGE PLANS K6 STANDARD PLATE NO. C4.1 -C4.7 �D �1lr,,rJ� S01 C5.1-05.2 _ s i ` - E u - ¢DJ (11. r¢aFND srgNL[E1Asnii` /"a 14 IT Esnss:.;u,w i% " K H C ACTION - aN'NVID EOUTOx Pw 6¢WxD T. uTSRiacD -- I - o,FNcre OaaRc`[Soo°EEs cor.[[Erz aaa.T' fai 01[FTRL tai � I ' i� tOf[ S1uLL -q '�"B'� 0' xr a cuab e°X Lr- Fp SE�NS ED O i _ II 0 d ArNmEn °.aD[�ia0v[J �Fe T7�� W4 0 LUD � N W 111 r / "-r-;-.�}..S/! BC GOA a0 n +e ptl�N F I ^ I n e 1 _0 ui a •.� -!' Ii° FORD SERIES A VD COVER I c S,ECE D lu[ rArrz As MRSSYY r i Ip 11 ar E'j j ^I '21 U iTaN r s[agx [Err NarESMmro i v - act or c�va - Btw F i0ui ErvAFrE. -,rN s OF 1 F [! Ft�ivcN tw-+�+ _.. sro. N. 610° Am.- l� _ -E ....1 A .. .. A o-m[N<xw I corn¢ w1ER saxc ' 7 CELS r. co¢P. cac[� L--cwa [ Nvr 1.11011 PCD 10 4. ° i0 B[ Orth N NAE Fsctrn ' B[[e`. vwuu rlirA iAEIE To eE- X L[,i p DUED Nr°RF �1NEuccEo e 6/s A �i,AERo`irw uo n.`Noz:[E�R �[ T aOJ _ uN Ti v/ ns $f 1 NLS = sac ragesunX e•• rIHISHEO GRADE (BIIUYINWS) _ luy w+aiE \''K"' -.•�V _ u .1 t.1 6E -1. rlrx s, -E i CNYHS. O N,°u., I : u.[.s cE oviN `xT ta�NVEA. O C) CEASS 5 C) V � r COPP[P-rinwaw' ••Rq TAe•' EaNTMY 5[¢[A. SOLD CCNCFEr[ B:IX co FETIW O. Au i[or 0vo[IN9 hv,3 Uq BMts SNUI tt CORE-6WE O¢ 316 N lF4 St[FI wl[PuaN YAttt BOF ! ENr AWAY CFtrsFNO FMX pCVKE _�. ... -.. B O.. - 30 -Ks ur e' [ tx- _ m .......... .. .................. '..... •`USE COIN, 11:0 VA a- TNKX V:N B. X 3• / NO E: 0 1 2 L O 1-1 " 4sE O F IIILL$Y E6SS :MALL BE MTFTD AnN EAN- 5i[YS. 10 EEeq THE iwrrc NIN To eE a• rEou THE sOarACE. s6 W W T wDE��Nw°o ni<EDMMu rr¢ F¢ERs (SEC SID NArz Eol) - < TEEF 1HY v[ O1G• NOTES. tAEAlRS T- 70 Cosi `tuO4rE oRmi s z AufSEnEiirs [msruE e[ O C, ( tt [>` vnAN urEF E n¢ xmwrt } AA,FI41E0 C FALL2 BF�E V K- I BE 1 IuxDP[/.C[0 0.1[3EOC[Bro COVCE[IE rat. oa .rPForto [Wu. ssNY c6xc¢[rz e'. r WATER 54%EF DETAIL - PACER TRAFFIC FLANGE HYDRANT F 'x mE xcuuEF srFP .N'o TxE rq:ru a x. LFL eu 5¢vJrro rens. 6 E. ANo iOOOEq You e[ .-I I OR SIe TYPICAL RESILIENT WEDGE < VALVE h BOX INSTALLATION CURB STOP COVER FOR DRIVEWAY INSTALLATION > i• Ot roe neEs oauT[R ,LUN EWAE ,a u•. Du Eo' E Ln ccorE AT rABEq PE¢ wjoor sv[a lFs6. r.MK v.• r eE ovas.eo A - BE IE- COVCI nN mIW aF[A DNOR (OE ArirWrtµF-) " srARAEss SIDE HYDRANT AND VALVE INSTALLATION 10" & UNDER WATERMAIN f x0 SLUEERA _ No EcuD _ jr; n¢ NIX[ Wr ANp [XICNO nii APFON ! E Er. <aBtF CONC<Er[ -TEV s 1 11. -111 R Ell 1 EE`C ii° rOOEnr[R re[ uAR.NAcrv3 s6Ec. AN° Au K. r c rNwcn EB ' L 6�t (� / µ�"° STANDARZ03LATE N0. "T 096 V 1J 1. .n.ora a }� < -• ARTICULATEDr CONCRETE OCK AT RCP OUTLET �T V �SQ°' STANDARZOOPIATE N0. j. OI.SQ , STANDARD PLATE No. 204 F -'r-10 genw.A (s J. STANDARD N0. v E.Sn° rLr-" nei na M STANDARD PLATE N0. 00' - 207 I� O�SQ ` STANDARD PLATE NO. _ 500 fL • `--- No.=rte ...•Y`..� -- w AClAaDr13 ry Y+/00, 6PEKKAr.N 35)5]Ki unx 4HW`0K OYFN4FtwiEPiK1.Y �ACUn srsa E°4[s K 0•. Bac R°PLN[rOIXCO¢AOFRKrAI`TeE S AFECE ri U5[ i0 6�i.5r[N 1fT Olma`CFPNIr<r flLE '.-TS k f WOOD FIBER BLANKET IVI.A FLLATION ON A CUT SLOPE STANDARD PLATE NO. LL sot [• ul.vJu / 1 -: rAZHo Fax � A ` ROCK CONSTRUCTION ENTRANCE E q uIEE c k2 STAN------ 5TE N0. \ J sxAll e c m[ it (YOIq-W80 rAIEC) �AEx"uRoawRear'i sOF `µ`µ, soa. c Ot TFFuD?� oNO,mIXtt rooTC -1 " �rMowrx.- mEwED ON wrz rmx � iq Y�r6v5lrlK[DTM�°u`�1MI6P0211CFT¢K Y[C. rapes CT' wrens YAr IN Os[D IN NAVE EF AeaT. x G+ AE T r _ iMru eE EExw.To t DROP INLETnPROTECTION )± NO SVAEE �� lc STANDARD PLATE NO. LJ sol _I x.ml DnG) _ 1� 1 STAVES PUCE SELF SOCK TO PROVIDE ADDVIONAL SUPPORT AS NEEDED (OO NOT PENETRATE SILT SOCK FABRIC) VAX. SCOPE -� Or 15% f- 2" TRENCH 7 ID BREAKS IN SRT SOCK SHALL BE LOCATED A MINIYVY OF 10 FEET FROM AHT SHARP REND OR CHANGE IN SOCK DIRECTION. i It SOCK'S SHALL BE OVERLAPPED A WHIMUN OF 24• WITH THE UPSLOPE THE INrRow. SEDIVCNT ACCUMULATION OF 1/2 THE SOCK HEbNT MUST BE REY.wD. Fi SILT SOCK i s c tlSTANDARD PLATE N0. J 5138 INDEX OF CIVIL SITE DRAWINGS: CO x Naz a/To Tex[ � Aiiiraiz� a xF UAM rLL-- I C1.0 11 NEICEAL 2 11 A,qN a AEF. vro01 .see S16I�HC� - rq uuC C2.1 -C2.7 GRADING AND DRAINAGE PLANS K6 STANDARD PLATE NO. C4.1 -C4.7 �D �1lr,,rJ� S01 `--- No.=rte ...•Y`..� -- w AClAaDr13 ry Y+/00, 6PEKKAr.N 35)5]Ki unx 4HW`0K OYFN4FtwiEPiK1.Y �ACUn srsa E°4[s K 0•. Bac R°PLN[rOIXCO¢AOFRKrAI`TeE S AFECE ri U5[ i0 6�i.5r[N 1fT Olma`CFPNIr<r flLE '.-TS k f WOOD FIBER BLANKET IVI.A FLLATION ON A CUT SLOPE STANDARD PLATE NO. LL sot [• ul.vJu / 1 -: rAZHo Fax � A ` ROCK CONSTRUCTION ENTRANCE E q uIEE c k2 STAN------ 5TE N0. \ J sxAll e c m[ it (YOIq-W80 rAIEC) �AEx"uRoawRear'i sOF `µ`µ, soa. c Ot TFFuD?� oNO,mIXtt rooTC -1 " �rMowrx.- mEwED ON wrz rmx � iq Y�r6v5lrlK[DTM�°u`�1MI6P0211CFT¢K Y[C. rapes CT' wrens YAr IN Os[D IN NAVE EF AeaT. x G+ AE T r _ iMru eE EExw.To t DROP INLETnPROTECTION )± NO SVAEE �� lc STANDARD PLATE NO. LJ sol _I x.ml DnG) _ 1� 1 STAVES PUCE SELF SOCK TO PROVIDE ADDVIONAL SUPPORT AS NEEDED (OO NOT PENETRATE SILT SOCK FABRIC) VAX. SCOPE -� Or 15% f- 2" TRENCH 7 ID BREAKS IN SRT SOCK SHALL BE LOCATED A MINIYVY OF 10 FEET FROM AHT SHARP REND OR CHANGE IN SOCK DIRECTION. i It SOCK'S SHALL BE OVERLAPPED A WHIMUN OF 24• WITH THE UPSLOPE THE INrRow. SEDIVCNT ACCUMULATION OF 1/2 THE SOCK HEbNT MUST BE REY.wD. Fi SILT SOCK i s c tlSTANDARD PLATE N0. J 5138 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 PREV. PLAN C7.1 -C7.3 DETAILS CLIENT: VHF INVESTMENTS, LL1, 1950543UE N. PLYMOUTH, TAN 55446 HENRY HANSEN (763)238-1610 FILE NO. 00715 C7. -1 I11 0 W coIL 2 Z LD Lu b a Wa r 20 C � N II J Q 0 N W 111 1 _0 ui Ii° FILE NO. 00715 C7. -1 W II W 1 W U K � O C) C] C) co co N m 1, 0 m O m W W 3 � v O O C, U FILE NO. 00715 C7. -1 �H CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 AAH �- AA W O �a =ti a Z C TA _ !W C 0 W I L ®a Io AA rrZ > C vJ ap. Q � 0 Lu 0 Lu INtERNAL VANNOL JdNt SEAL Au $JL$ s1uLL K g4,N[[p FLq _PES P[CMA,gNs. <[E/!I W[,r.x• .e urtt iNFCCMN ire �l.l QPpp�y fgOq^4 ip Pq"tAC4�Wy' C L Y p .,wc n ° „ r ra» amc-- '� mom iWl�i[,ID �� quNl�[p �PV3[R stfty[ - e •F � N 'Z I Vl ON u,zwn «.aP.,mn " iu oNti°i°Poirt c y < -4 � I �O mw'na+i,mri._ •.' 1 .� � o W w V' ' 3bH I I[ss u -�-[- rm ate. g UAImo6My NatFutKe stEEn AN,u K A Yw. 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G 310 9. 6 G II P nueu Pna,PrA Pu.neu W 1 W � � IQ 7 �« ���--Imo•._` r /i I ``OR [VDuvu[Mi Cisl PWI VIEW Or RAMP I � I nne[a `+� r�j� I \ / a'rv'WMJ&C CUPS ANro N CA— co cu , Im EtFj�'AYIL JAN1A 1Y CN ��AYP X�@y, 2 2 Y . i �' sugAaun.x <we ro• AED . ,PArrslrcN 3 to W tD PN. rgAxsrroN L.._ ... _... _ - .WR°^ INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 SFDCNIN A -A > SURMOUNTABLE CONCRETE JePn uY cern[ °N i"c'r sa[ { CURB AN Dr GUTTERrz DDwn[q BPre�curss • �[e.r ^[K,e cwaM N "° "` CO PROJECT LOCATION PLAN _ C1.0 OVERALL LAYOUT AND PHASING PLAN -------rs--- �i C1.1—C1.7 PRELIMINARY PLAT f { ° "P`� i ° '"��- C2.1—C2.7 GRADING AND DRAINAGE PLANS PEDESTRIAN CURB RAMP , , CURB TRANSITION (86101 AT CATCH BASIN C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS "" 05HF C4.1 -C4.7 STORM SEWER UTILITY PLANS C' 7.2 e rou - `� STANDARD PLATE N0. `S %11FP,'^" STANDAR�O�UTE N0. �_.{ " OJ.� STANDARD N0. r \ I �D VLJ {D 6" C61-052 STREET STORM WATOERLE PLANS POL UTON PREY. 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STANDARD PUTE N0. a' STANDARD PLATE s m �� s; a, _ � 3001.[Sero N0. 301 STANDARD PLATE NO. _ � F.[TQ • 302 (� F. STANDARD PLATE N0. v �J r 303 a STANDARD PLATE N0. ' • � .Se • 30l J. STANDARD PLATE NO. � LSQe 307 CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 AAH �- AA W O �a =ti a Z C TA _ !W C 0 W I L ®a Io AA rrZ > C vJ ap. Q � 0 Lu 0 Lu INtERNAL VANNOL JdNt SEAL Au $JL$ s1uLL K g4,N[[p FLq _PES P[CMA,gNs. <[E/!I W[,r.x• .e urtt iNFCCMN ire �l.l QPpp�y fgOq^4 ip Pq"tAC4�Wy' C L Y p .,wc n ° „ r ra» amc-- '� mom iWl�i[,ID �� quNl�[p �PV3[R stfty[ - e •F � N 'Z I Vl ON u,zwn «.aP.,mn " iu oNti°i°Poirt c y < -4 � I �O mw'na+i,mri._ •.' 1 .� � o W w V' ' 3bH I I[ss u -�-[- rm ate. g UAImo6My NatFutKe stEEn AN,u K A Yw. 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N10 - C r^ Al � .. a u�c"v°" *'+['^ or -`cu• Puc'a' [oocN'°M"" wT w am s cww,as [. ro rsuo..c. wr.r « — E%TERNALroCHIMNEY SEAL ,Dte^vr - w uu ,Nrx j A a F � P•••e•- 1 ° - J°ir,s raou � � rix ru cw� ,vr11 �� o• ro wF MANHOLE ADJUSTMENT RINGSF [b'nu ue «run k.xP Mum E•€ �> J ` x0 +r°u INTERNAL CHIMNEY....S€AL -° L,AIiH4� JoLNL�LAJ, U LS, STANDARD PLATE N0. �! Lse ,o STANDARD PLATE N0. o1-Sn°r STANDARD PLAT NO. Fc J.�n r STANDAR31+UTE N0. 11.• 309 LL G 308 _ 1. G 310 9. 6 G II P nueu Pna,PrA Pu.neu W 1 W � � IQ 7 �« ���--Imo•._` r /i I ``OR [VDuvu[Mi Cisl PWI VIEW Or RAMP I � I nne[a `+� r�j� I \ / a'rv'WMJ&C CUPS ANro N CA— co cu , Im EtFj�'AYIL JAN1A 1Y CN ��AYP X�@y, 2 2 Y . i �' sugAaun.x <we ro• AED . ,PArrslrcN 3 to W tD PN. rgAxsrroN L.._ ... _... _ - .WR°^ INDEX OF CIVIL SITE DRAWINGS: FILE N0. 00715 SFDCNIN A -A > SURMOUNTABLE CONCRETE JePn uY cern[ °N i"c'r sa[ { CURB AN Dr GUTTERrz DDwn[q BPre�curss • �[e.r ^[K,e cwaM N "° "` CO PROJECT LOCATION PLAN _ C1.0 OVERALL LAYOUT AND PHASING PLAN -------rs--- �i C1.1—C1.7 PRELIMINARY PLAT f { ° "P`� i ° '"��- C2.1—C2.7 GRADING AND DRAINAGE PLANS PEDESTRIAN CURB RAMP , , CURB TRANSITION (86101 AT CATCH BASIN C3.1 -C3.7 SANITARY AND WATER UTILITY PLANS "" 05HF C4.1 -C4.7 STORM SEWER UTILITY PLANS C' 7.2 e rou - `� STANDARD PLATE N0. `S %11FP,'^" STANDAR�O�UTE N0. �_.{ " OJ.� STANDARD N0. r \ I �D VLJ {D 6" C61-052 STREET STORM WATOERLE PLANS POL UTON PREY. 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LTMiovaNMLES sm i PMD °r"'` SIt L ME aui •P,A ' F S 1 CFEIE E-WEDONSTM Nn)FPun 1026A EO A A. FMS MED rM EMUxGS.. IC ... of CONCFETE STORM MANHOLE ADJUSTMENT RINGS .-"_r, fs -SeX STANDARD PLATE 10. {T _-- K�v 114 FNF� JAIts; p M•sepn- PP[ (n) •uoAip w .[xNN ,v.mc ,FEtt�1NCOFz[cMFO IDIttMrLFTIF ( N M NGN Frz TY (xpFE) OxLY •LLONE ® vOt B 1 p Rt[CI BE FFFE wRi14 ? F EEEt.l EAs —�zY Fo w Y [ B[pOBIO. W D =RISC ans0C nF °• F� CONFAB BY IMrt D.• = v i i ., .cM ro PV.CENEHL. L44_ rt rR PFC D'Ari[R . ED' tM S10aIl S[Y•W AND OEFE. . L H F+Nlu[M I.K. S¢[ ° 2 FT. N Ius1C P.K I' I% f"C I�W.IgN��'ME'� -AC 1. DRp61FGrw TESTMFNN iuuY S_ lWk rA1CF. Ftu SMAu F[ LOvr•nro MxtY uw avuu•x[ousv w G' LOFTS M cH M N LMDRM WPMO CDNz,4uC1pN ANDCPESAN1.1 FSO( F F» PLASTIC PIPE COVER AND BEDDING REQUIREMENTS EOR i STORM DRAINS AND CULVERTS 3 OLSC' STANDARD PLATE NO. 415 CAC -ED tRArz EOIG HlEh4 .� R c top vlEw El - - 1tN;AxCXGR I: 1 .. [u9E•pu[M ENAM eoT1W TO SLn;E IAvp As sxp., EN SECTXNE A -A u iF u curtrxx T � ri �.,r{e Pu /Dm n:x s�• Wa c •s n!'IT ssEAaNrs ol1 24" U%/DET nM a i0 siAHOAED R[WPm IN , rFT II t.liit S,E. n xE-. x«°.ID, _... M�ATL� PLATE $TYLE-GRATI FOR _43" 5,TRUCTfJRE O.G LONEF. SECT4, J Ho wN OtSrz` STANDARD PLATE NO. 407 _ WVAST c4D ''Z mmin'u • ` wH I• IF[C.LT a tCE4AElE •-. WwKKE BASE �7 - -PEN YAFT E011. Nnrt• S-' SIOHDONW �15PALLuTt£TN 0 102 3 :. W0.43 OC3 1RL FUNRKL1w (Sn YUAN A -A)° STANDARD S70RM MANHOLE -CATCH BASIN W MiMYUN COVER ROW NNE - IO TOP It PIPE = 2 FEET Ei �E��1/1 b V�I LSe ' STANDARD PLATE NO. 1 406 uj LL1 IS o FNF� JAIts; p M•sepn- PP[ (n) •uoAip w .[xNN ,v.mc ,FEtt�1NCOFz[cMFO IDIttMrLFTIF ( N M NGN Frz TY (xpFE) OxLY •LLONE ® vOt B 1 p Rt[CI BE FFFE wRi14 ? F EEEt.l EAs —�zY Fo w Y [ B[pOBIO. W D =RISC ans0C nF °• F� CONFAB BY IMrt D.• = v i i ., .cM ro PV.CENEHL. L44_ rt rR PFC D'Ari[R . ED' tM S10aIl S[Y•W AND OEFE. . L H F+Nlu[M I.K. S¢[ ° 2 FT. N Ius1C P.K I' I% f"C I�W.IgN��'ME'� -AC 1. DRp61FGrw TESTMFNN iuuY S_ lWk rA1CF. Ftu SMAu F[ LOvr•nro MxtY uw avuu•x[ousv w G' LOFTS M cH M N LMDRM WPMO CDNz,4uC1pN ANDCPESAN1.1 FSO( F F» PLASTIC PIPE COVER AND BEDDING REQUIREMENTS EOR i STORM DRAINS AND CULVERTS 3 OLSC' STANDARD PLATE NO. 415 v _". ,r.,.tA.vn.,..M..rHAt"No`.":.P... z,., N�r.,..�...•.H" c JJ/rEE/(.f d+P� 4A`I ME OR CATCH eASIN STEP •*` <I60. �-- vAaEs nAEavc FNo� cnACE yr m 25' 25' ZO f.VDY.E NLOR EILYAIRW G21Of,V nx'/R.[c,LW 10 GE¢C TO CHIS f1EPAMYI 5 3'OA'F92E D' m fB fOD DOsemenf PAYAMSED J' YLX1T F27 M O l SI,. x Wdlovf C'MCRE2 CLRB _ 3'fBGF8L0 FW LUsemnl LOPFa4 f 10' MYO tt'IIN �\` 3' i>T.ID fBMJ f0! Basement N'dkouf 3• i�-0.5' IKKD DONN' t, P.NWSED FiNSNFO ERAIIE « _ �EAxt1AD <PACC A-WstAft£ [U,E, 1 tLEGW D « ND 3GE - _ ADm I.) IFE LCSY.W Im - - -ESLIXNIFLETED AQ12SS WILD DOM( SHALL E%fEID iFd1 20' W fROB [f CIE ENILF£ X1pM C1` ilE PA0. NCI WY BE U ,,, RwLDF.G PAD i0 20' 8EY0x0 RFAQ WR Of LRADMG P/D CD tWNIAP' M/P.NLL LVF K CNE PM ` AMbT MFEBE ACCESSIRF TO MVIIAW OCWIGE IJ 504 CO[REDIKW FM GOI BNEMIS PAD Si4Lt AS A YaYVUY „ D.5' MOLD DOIN fOR REAR Q' PAO ON ff CONAfTm TWE ML XglN Of ]HE P.ID //A,BfL'K LNE TO WA(XgIT ANO LOOCWT 1015 LrwiYE1EDOF,CM•1CR Sbilt DOP.CI10V SIWL EC ••• M AOC AS ACO.rlm BY SOLS ENprEm J.) S!X CCRRECROV AAn AA,TGCLRA/.BI , LC O.E'R92m s' tNcsw snE cr TIE PAD cW As REDL,% EBE,m . iNE SOLS OMVfffR TYPICAL BUILDING PAD GRADING DETAIL No Sc4LE CLIENT: VHF INVESTMENTS, LLC 14505 43UE N. PLYMOUTH, IAN 55446 HENRY HANSEN (763)238-1610 V CAC -ED tRArz EOIG HlEh4 .� R c top vlEw El - - 1tN;AxCXGR - c [u9E•pu[M $g� . O Wa c I Oh�✓,D PLATE $TYLE-GRATI FOR _43" 5,TRUCTfJRE - J Ho wN OtSrz` STANDARD PLATE NO. 407 0 c4D ''Z v _". ,r.,.tA.vn.,..M..rHAt"No`.":.P... z,., N�r.,..�...•.H" c JJ/rEE/(.f d+P� 4A`I ME OR CATCH eASIN STEP •*` <I60. �-- vAaEs nAEavc FNo� cnACE yr m 25' 25' ZO f.VDY.E NLOR EILYAIRW G21Of,V nx'/R.[c,LW 10 GE¢C TO CHIS f1EPAMYI 5 3'OA'F92E D' m fB fOD DOsemenf PAYAMSED J' YLX1T F27 M O l SI,. x Wdlovf C'MCRE2 CLRB _ 3'fBGF8L0 FW LUsemnl LOPFa4 f 10' MYO tt'IIN �\` 3' i>T.ID fBMJ f0! Basement N'dkouf 3• i�-0.5' IKKD DONN' t, P.NWSED FiNSNFO ERAIIE « _ �EAxt1AD <PACC A-WstAft£ [U,E, 1 tLEGW D « ND 3GE - _ ADm I.) IFE LCSY.W Im - - -ESLIXNIFLETED AQ12SS WILD DOM( SHALL E%fEID iFd1 20' W fROB [f CIE ENILF£ X1pM C1` ilE PA0. NCI WY BE U ,,, RwLDF.G PAD i0 20' 8EY0x0 RFAQ WR Of LRADMG P/D CD tWNIAP' M/P.NLL LVF K CNE PM ` AMbT MFEBE ACCESSIRF TO MVIIAW OCWIGE IJ 504 CO[REDIKW FM GOI BNEMIS PAD Si4Lt AS A YaYVUY „ D.5' MOLD DOIN fOR REAR Q' PAO ON ff CONAfTm TWE ML XglN Of ]HE P.ID //A,BfL'K LNE TO WA(XgIT ANO LOOCWT 1015 LrwiYE1EDOF,CM•1CR Sbilt DOP.CI10V SIWL EC ••• M AOC AS ACO.rlm BY SOLS ENprEm J.) S!X CCRRECROV AAn AA,TGCLRA/.BI , LC O.E'R92m s' tNcsw snE cr TIE PAD cW As REDL,% EBE,m . iNE SOLS OMVfffR TYPICAL BUILDING PAD GRADING DETAIL No Sc4LE CLIENT: VHF INVESTMENTS, LLC 14505 43UE N. PLYMOUTH, IAN 55446 HENRY HANSEN (763)238-1610 V i c �a Z b N � uj b $g� . O Wa c I Oh�✓,D c �W'eo > o 0 c4D ''Z mmin'u Q0 yti !�I 0 102 3 :. W0.43 OC3 $�PcT MM W O I^ Ea Ei �E��1/1 b V�I w uj LL1 IS o b C c N � 10 bN $g� . O 4tiI;LgD�au 2 Q I Oh�✓,D b°B E �W'eo to l G Q w W mmin'u eme �Obd.0 � ajb o A� yti !�I 0 102 3 :. W0.43 OC3 $�PcT MM GE U O I^ Ea Ei �E��1/1 b V�I w i IS o ; $ IIS V H 11 x � II ---N 4 c p N � >, m M O no W W Ei) O W O O U INDEX OF CIVIL SITE DRAWINGS: FILE NO. 00715 CD 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 _,{J STORM SEWER UTILITY PLANS STREET PROFILE PLANS STORM WATER POLLUTION PREY. PLAN DETAILS _ REWIRED PLANT MATERIALS 2 OVERSTORY SHADE TREES PER SINGLE FAMILY LOT LOTS = 115 -i_--_---_---- �_—_---_—_ — TREES 232 � LANDSCAPING REQUIRED LANDSCAPING PROMED 232 OVERSTORY/CONYFAWS TREES 273 OVER./CONIF./ORNAY. TREES 2nd r 192 I4,SG1 SF b 1 I I I 171 OVERSTORY STREET TREES I F �7 Z 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE INSTALLED BY THE BUILDER. 60 cONBERWS BUFFER TREES 14 ORNAMENTAL TREES (TREE NOT SfOMN ON PIAN) 93 SHRUBS 7 W ` i _ (-•--_^ ____ V BUFFER TREES ! SHRUBS (INSTALLED BY DEVELOPER) an. Im eo,xerx xAYE tovxa xAYE MA -1 1] RSV Ati nba'n Y,-.af AN SUWI Yp4 20' NB e Ra o..w, ,w. xaNan RN oa xo• eAe ee6 PYw yaw bwele' Bba, x4 5µ,n ]-e' BSB le AP PYe, NW. N, Anlfw raY ]-v B!e , RL Man T4eteM1e' Prrr,Tn OlNW I.S• BSB Canon ! aYl SELL PN IV rrxas- flrT STREET TREES (BION ON RNC I I TAUID M Ym1 AT 1BE OF HOW 00WRV0II09 Ile e T owl UST BBT Iro ,!o AO.AmIT TFIUS lIN2 BE OF ,xE SATE vEOES - x0 BRODSHO CONSULTING (i I 1 I YORE RiAm ]Ni a, W TREES OI OE BIOOI - BE K TE SAYE ]VEOEi A OlIaM xAeE 1piuK xurt !lf/1tl0T M NORR61BDGE COURT Sans on Y.peAer. Inme+: 'lw,e' 20• BAB PA% 10/ 35123 tevY Su1a Yqa Am ,ocaovn Yw. YY 2o• BAs PHOIL 65I -/08-8M3 C xaall,Y al «n.,lce, 9af..v! 20' BAe FAX 851-99"M n aP. Gn Be,n tae , Yates' 20• BAe 1=De+m bxnwj 20' BAB I w Y arl4, Nat Ixa anawe tNepatl 0Y w a a,eer m1 e m 1 agaaan rM Na I ) ftnW IaNaaNe �• • • w'� ""���• Mp,A}\� bn N B,e Slele el Ifm,Nla YARD TREES OW 00, m n^ Smam MIA m AT im ar Now OOmRICPOO � �� .......,•...,•� ••�• r� 116 SBEBU 4T mw UST T HO IMO AD.MtExi 1RFE5 91ALL BE 0' THE SATE SPEOES mwa xAxE mraQ A xNE ..A_T REG. N0. 23849 DATE 03-12-19 Y,teY4 Suyr usye As eecenae,n YY. of 20• Bae CONIFEROUS TREE PLANTING DETAIL Mw Biq mall -clan BeSfe N,,P 20• BS9 BN Bear I:e,Ptae maHxm 20' BS8 NIBM Hon,Aoarel Oealtle irlecmNaa MmY YA,tlla' 20• BSB t,aY WleYe, Oynnaoly, metro 20• BM OexlPte LLleen lw erNle beµNH 20• BM DECIDUOUS TREE PLANTING DETAIL PAGE LAYOUT: L1.1 L1.2 L1.3 L1.4 L1.5 L1.6 SHRUB PLANTING DETAIL L1.7 0 50 100 150 GRAPHIC SCALE IN FEET CLIENT., VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763)238-1610 N W _' I� •_..I -- _ � R_ _ _ � -i_--_---_---- �_—_---_—_ — -- ^�- - � \\\\ � IJ V I' � La 2nd r 192 I4,SG1 SF b 1 I I I _ I F �7 Z 0 a LU a. a 7 W ` i _ (-•--_^ ____ V ''A` / 0) Q O ft ai TZ � ' __ !» ,m i LI � 0 , Cy ' X W .g - t:V >. C as 92e0 - I--� -- s '� -) pp 6 L _ (0-y--------� - ----_L-_-.-_ 1a SfiL - - - - - - - - - - - x917.1 915.1-I —� \ C�9IB1••, '¢/ .I'I., s,a\ �`ool C=866.8-1� / " \ S 99' 943- N�� x893.11 917. X 916.6 9?6� 9 7 9 `/--'•) Q i / - B2B\ P, / ✓r�i418. ? ,y� \ ,., o �iP \ 81984 _ `L E . 6'' \ J 916.0 ' . `�' 4 N' \ ---231'4.15----lob Akh AP 9759_- - - - 9M.J 9287 9183 ` 921.0 9 910A x 9J2. / - 7 I :✓, _ 90r _; LaLaa ,Z I o I2 _— �7� -�` �/ (-91,.0•, /i /'/ RD % &1 ( 1RSM / CL // I / / / / / / 0A0 121 I0 ;'d x �I i _�,_ ♦C - IC --Q l-- 7 .719. —_ F .9I7� - BBQ ,{ i-- '' .�'�___ ../ E IO b> �_ — 900__ �- __- •-- I N Ch U + + - r _ =�. y�IWLL oc3 1O , ? n 11915 8 i j i � 27,091 SP /1 .92f 7 I / _9Z4- 1 N 88'19'49- S 93.6 / .92R6 Y1 A 3\� 9/1.7X� 1 929.IXIi-- N OI c / F? Al 9J�J� POOt 4 78ry / 4i (IXLED 919.8\ 930.1 92ff 91&5 3701(930.0 7 B3/'I J 1� IG x 91¢.9 I DOOR / 1 931.5® 9•}19 \ x971.7 q1b 1.1 I ° O "! JDA J 911! N . / 0 ( 4 1916.5 / \930.3 X9)OY//l:a 17.1 19.1 x929 7 - X 9327 7- 927 _= _—_�.—_—_.r_ x9371 I i L3, BI _�-�-1 L4, B. 1 20d 9 2nd .3.398 SF 15,627 SF x 021 1 x93.0_.- i i5B2 1 i I9 L3, B2 �j 16,397SF-j I 15,111SFa 11 '1 15,102 SF j; Ij iS,iIUSF o �� 11 °3I JII Li, B3 \L2, B3 '1'_L L3, B3 I i i L L4. B3 1' 116,474 S I I,(.) 14,550 S i 11 1 I - i4.S5 ,F i 4,850 SF I It '� 1 iI 11 +J16,052 SF 18,269 SF I928J 1 x _� -----i (--�-9'157- _-�-- _' I� •_..I -- _ � R_ _ _ � -i_--_---_---- �_—_---_—_ — -- ^�- - � \\\\ � V I' L4, B3 2nd 15,069 SF 2nd r 192 I4,SG1 SF b 1 I I I _ 2nd ' I 14850 SP I {' 1 2nd 17 i i 911.! 2n �bl'F 14.550 SF j 9� 16,36 ` T 1 1 15,564 SF f I I I �___ �' �.\ i _ (-•--_^ ____ _ 'I`• � ' __ !» ,m - - 913'6. ■ \\ \\ \\ � , Cy ' X i I •� R-92t.r - I,a— I LIO, B2 .g - t:V >. C as 92e0 - I--� -- s '� -) 1 I •j0-- L6. B2 i I 1 L7, B2 I i L8, B2 I L9, 62 ''�'- 1st - Ist 't J i a 1st 1st '' 15,117 SF 15,125 Sr j, t1 1st 15,133 SF j' 1st 1-- 1st 15,140 SF I' 15,148 SF I 15,247 SP Im IS,637 SF 1X. s•'-1/2 \ ,�(/ I Tl _j I - 41p ' i I I I 9 5.1 j t , i •� T iY ,;/ w �\ 4 I , Ci 37� _t�l'S.. n1TiL 17� 1i�. H� S91'S. -- - ---- - -- -------- - _(___ .__.__ _1 -__-_ __w _ _ -__ _ __._ 1 L5, B3 . 1.6, B3 j j I L7, B3 I L8, B3 I j I L%113 14,815s0t SF 14,850 SFb1 IsI 1 �01 SF 14.850 SF ,850 14850 SF ^ - K _________________ D ----- _----- _ ----� L_._...______..__.... es•_1 ._.___..__ __._._________ ________ ._4___ _.1 ___l __________ _)_.________.__\._ ------------ _ - - •1 2 Y �.______________i ;_._______.; 1_� _-�7� �_� � _�_� ..___ _ __ __ ___)____t- ,L _ - MATCH LINE Sheets Li.1 / L1.3 ' — — — ; (— ,>. IF MATCH LINE Sheets L1.1 / L1.4 ; INDEX OF DRAWINGS• FILE No. 00715 ` SI i 1 L5, D3 1 I L6, B3 116'71 1 L7, B3 1 i 1 LR, B3 I I I I L9, B3 '- 11.1-11.7 LANDSCAPE PLANS 110, i L3, B3 } i. % 16. L4, B3 2nd 15,069 SF 2nd r 192 I4,SG1 SF b 1 I I I 2nd 2nd �p U' I4.S50 SF 831 , 74,550 SP �• I 1 I 2nd ' I 14850 SP I {' 1 2nd 17 i i 911.! 2n �bl'F 14.550 SF j 9� 16,36 ` T 1 1 15,564 SF f I 1 i 92e0 - I--� -- s '� -) - Landscape Plan .wl REQUIRED PLANT MATERIALS 0 2 OVER TORY SHADE TREES PER SINGLE FAMILY LOT STREET 1RFE3 (IIH M M 14AIC MAULED 6Y 61ELE11 AT TIME OF HOME Om4VL*W LOTS 116 1 1 174 SE1ECr FRaI IAT BUT Uro M AOJkcnr TREES s aE OF r .ASE SPEOEs Axo W TREES = 232 1 x873.1 BRODSHO CONSULTING LANDSCAPING REQUIRED LANDSCAPING PRONDEO YORE IN.W ]OIL OF 170E fRFEs N r1E moot SNNL BE K 1K SMIE S OEIL 232 OWRSTORY/CONIFEROUS TREES 273 OVER./CONF.PoRNAM. TREES ,�,�,,, y,•„ >,•„� J 1 r x872.5 174 O%"STORY STREET TREES (bvxex xrYL mrPrrx xAYE ..Mmr _ - -872- 21 OVERSTORY BUFFER TREES IN NORnINDOE COURT -ONE ADDITIONAL TREE PER LOT TO BE INSTALLED BY THE BUILDER. 50 CONIFEROUS BLUFFER TREES 14 ORNAMENTAL TREES .72..11 on Yal. Aw . Ienws Y.,ne' to' eee (TREE NOT SHOW! ON PLAN) 93 SHRUBS EAGAf6 NN 56123 k.vr S.vor Yepa Ac. eoxAvun Yle. YY 10• wPFOIE. BUFFER TREES A SHRMBS (INSTALLED BY DEM PER) 661-866-8%3 orr. m eoawi ..YF ..Moor ie - 16IB U IL Arm neivn Y,wYK Aa e A6 o,.w. Mre .7DA PWe yaw 'Bnule' N,M PFve niga YaM TYeYern' 4 72 s S.uel uepk 20' BIB uxn Ra Od. 20' BIB e. Spew J-1' 818 m Pro J-1' BIB rm..e beeaw r3' 688 re,.,m • 5 os P.1 n '" -4 a Mea m I. - IT T6 0 0 STREET 1RFE3 (IIH M M 14AIC MAULED 6Y 61ELE11 AT TIME OF HOME Om4VL*W .atlhba Sjurc� �ey vnl o.bltle vNsmua wms YtFd: IT INSoymeeea. loco to• /I. 6'7211`' Lr,xn rra caMlo'Creaave 20' B8B 1 1 174 SE1ECr FRaI IAT BUT Uro M AOJkcnr TREES s aE OF r .ASE SPEOEs Axo W Iu aaza' 1 x873.1 BRODSHO CONSULTING r� _880 ``\ YORE IN.W ]OIL OF 170E fRFEs N r1E moot SNNL BE K 1K SMIE S OEIL �1 V• 875.7 I - ,�,�,,, y,•„ >,•„� J 1 r x872.5 \y 1 ,1 (bvxex xrYL mrPrrx xAYE ..Mmr _ - -872- -872-�873.7\ \\ IN NORnINDOE COURT \ 7JL .72..11 on Yal. Aw . Ienws Y.,ne' to' eee J O o; EAGAf6 NN 56123 k.vr S.vor Yepa Ac. eoxAvun Yle. YY 10• wPFOIE. INDEX OF DRAWINGS: 661-866-8%3 ie - 16IB FAX 851-90"M O 6'11•.1 flm lAaa m4�`n`6enee `.. jyen '0neewi 0' BIR w ) wafF .'ia u Alen N`C`I II w a •.IM, my o a�w�. •w w 'r l MdPF\�1 ma✓ w len N Vie 51.1. el EmeaW YARD TREES OW MOIN ON MAIC N6fAMID"IkE00l AT M OF NOME owns to Ute SOECT mW Llsr BUT XO M ADNCEXr 1PFE1 9lALL BE 1, NE .AYE vee �^�cCC��7000(AKIt- mlYblx.uE eorA.Ex xAUE .aMmr REG. N0. 23849 DATE -03-12-19 Yek•vy o,va u.p. Aw .ocyx..m TTe. nr :o' Bm CONIFEROUS TREE PLANTING DETAIL \ \ x 871.7 I I x873.0 X871.4 / DECIDUOUS TREE PLANTING DETAIL v \ BIATiR 4lLfLVD I x117211 87l, / X 87,.7 ' X871.7 X872.6 \\ 6725 1 3 ♦4. d2 Z � 1 5 \ ♦ \ \ C �• \ \ \ x1172.3 1 / / 1 cn Fii 1 I ) , 1 1 \ \\ �\ \ \ \ \ •ti% i'' \ \ \\ �\, \ 6759 \ - l ` \ \ 740 i 7 p f 1 11 1\ \ \ \ \ `�`"%\ •..' '\ \\ \ \ `\ \\ �\ \ I I I I x1185.7 • / i 1 s o.,� 1 \ \ \ '9q \ \ `�A'•. X,,vt; \\ \ \ \\ ♦ \'' i, \: ,• \'\ J 121.1 'r� I 1, al.k't \\ \\\\ \\ \\ \\\`\\ \ \\ `\ \\\ `\\ `\ 11 \ Il/ 87ST1 // x886.1 h\ \\ \\•'i\ \ \\ \\ 7 11 �' r ' e i 1 \\ \\ \\ \I \ \I \T \\ \\ \ \\ \\ �1•�{•k--'i I` ( �1 1 1 Xe I X8876 11 •• 1 � � 1 1 1 1 1 \ 1 1 1 ( I \ � ` \ I I / ... � m I \ \ 1 I I -)-•--`...:.. ..-...•:. �••-..y..-q \ \ \\\\ \\ 1\I \111 - 7 x9aee �� \\ `\ \ \ 1 I\ ,o-a�' 1 1 1 1 1 1 \'"y :: ..... 1 _...��.•-r" \ / \ \ \ 1 1 \ x � \ \ `\ \ +:.may-•--.A-',-F..;:.1--• 1, \\ \ \\ \\ \\ 1 V \` 1 j \ 1 \ xae6� 1 1 1 t\ I` \\ \\ I x887.6 \ ----- ----r lwT - • ' i r H / / i i i / (%895.4 STORM wfi TER __________1__ - '-1 / S, 1 �; T •• � � W / I I , 1 � `em �Sa �--'�.'• ( ,) 1 �76 \I 1_ _' 1 73/1✓l7\V \ 1 1 1 \ 1179'' �fea6.9 \ \ \ \ _ _ _ �- � _ . -___ '-�._�'- --/- /� �� -.-.� �J.�. ` `�-=r.;.1(--,-�• X / x Lf� L� NTS L� i� � :i f� , � � � � � � � � � � o �,� L093 5 \ \ 1 33 •, x,9..1 E I ,.-' xyesb_906 = -�\`. \\\\ I I 7• ;'• ' \ I \ \I I 1 \ \X9074 - ) 1 1 \ , , \ 1 MATCH LINE Sheets L1.2 / L1.4 xW4 Xaezo � xa�a, CTEV.=911.7 ' , \ \ \ \ \ \ x680.7now 91 ` V \ \ \ 9700 \ \ \ \ \\ \ x!379 \ \ x117 1 y I , .._.. � � • `\\ ♦\ v �\ 911 9135 '� I\5\\ \ ; ` \ \\ \ \ ` '' �\\� \`\ "`�2 \ I 7 J \ \ Pv ` /x .. j+�\11 \`\ \` \\ `\\ 1 \ \ �\ I I )g • \B �\ \ ne '7 I 1 , \ .1•i i i\ 9136-\.1.\\ x 8914 \ 1 1 x BJ I,I x871.3 PAGE LAYOUT: L1.1 L1.2 L1.3 L1.4 L1.5 1 L1.6 SHRUB PLANTING DETAIL 1I YT 1\ I 869.9+A �c , 8ro.,Xxy 0 11 r 871.7 1 1 I9 8ra5X X 1 Im O 1 �1I 111 Z OUTLOTA m I 1 \ , 3rd 1 1 1,076,781 SF 870.9X� 24-72 AC 1 1 I�1 1 I 1 1 X8708 1 1 I>xl 1 870.,lX l 1 x 870.5 L1.7 CLIENT: VHF INVESTMENTS, LLC 19505 43rd AVENUE N. PLYMOUTH, fAN 55446 HENRY HANBEN (763)238-1610 0 50 700 150 a GRAPHIC SCALE IN FEET 7 co) ♦ Z r Z co 10 0 ° a W� � a W � U Ww o < 0 2� N 89.44'15' N B.w m,1n-.l.n e.SAe xye to• ew BRiu�"i BeON CerpM 20' IIB 0 0 ---- 491.94---- .atlhba Sjurc� �ey vnl o.bltle vNsmua wms YtFd: IT INSoymeeea. loco to• /I. 6'7211`' Lr,xn rra caMlo'Creaave 20' B8B 1 1 roP or Jo* nn Iu aaza' 1 x873.1 d7&2- �•oo\ (=886.8 T--, � /' �-ggLj 1 \ �_ 1 _880 ``\ .Q y, � �1 V• 875.7 I - �,L. ( 1 I ( -(-.,\ J 1 r x872.5 \y 1 ,1 _ - -872- -872-�873.7\ \\ \ :r. \ I\ x873.0 7JL �a a \ \ x 871.7 I I x873.0 X871.4 / DECIDUOUS TREE PLANTING DETAIL v \ BIATiR 4lLfLVD I x117211 87l, / X 87,.7 ' X871.7 X872.6 \\ 6725 1 3 ♦4. d2 Z � 1 5 \ ♦ \ \ C �• \ \ \ x1172.3 1 / / 1 cn Fii 1 I ) , 1 1 \ \\ �\ \ \ \ \ •ti% i'' \ \ \\ �\, \ 6759 \ - l ` \ \ 740 i 7 p f 1 11 1\ \ \ \ \ `�`"%\ •..' '\ \\ \ \ `\ \\ �\ \ I I I I x1185.7 • / i 1 s o.,� 1 \ \ \ '9q \ \ `�A'•. X,,vt; \\ \ \ \\ ♦ \'' i, \: ,• \'\ J 121.1 'r� I 1, al.k't \\ \\\\ \\ \\ \\\`\\ \ \\ `\ \\\ `\\ `\ 11 \ Il/ 87ST1 // x886.1 h\ \\ \\•'i\ \ \\ \\ 7 11 �' r ' e i 1 \\ \\ \\ \I \ \I \T \\ \\ \ \\ \\ �1•�{•k--'i I` ( �1 1 1 Xe I X8876 11 •• 1 � � 1 1 1 1 1 \ 1 1 1 ( I \ � ` \ I I / ... � m I \ \ 1 I I -)-•--`...:.. ..-...•:. �••-..y..-q \ \ \\\\ \\ 1\I \111 - 7 x9aee �� \\ `\ \ \ 1 I\ ,o-a�' 1 1 1 1 1 1 \'"y :: ..... 1 _...��.•-r" \ / \ \ \ 1 1 \ x � \ \ `\ \ +:.may-•--.A-',-F..;:.1--• 1, \\ \ \\ \\ \\ 1 V \` 1 j \ 1 \ xae6� 1 1 1 t\ I` \\ \\ I x887.6 \ ----- ----r lwT - • ' i r H / / i i i / (%895.4 STORM wfi TER __________1__ - '-1 / S, 1 �; T •• � � W / I I , 1 � `em �Sa �--'�.'• ( ,) 1 �76 \I 1_ _' 1 73/1✓l7\V \ 1 1 1 \ 1179'' �fea6.9 \ \ \ \ _ _ _ �- � _ . -___ '-�._�'- --/- /� �� -.-.� �J.�. ` `�-=r.;.1(--,-�• X / x Lf� L� NTS L� i� � :i f� , � � � � � � � � � � o �,� L093 5 \ \ 1 33 •, x,9..1 E I ,.-' xyesb_906 = -�\`. \\\\ I I 7• ;'• ' \ I \ \I I 1 \ \X9074 - ) 1 1 \ , , \ 1 MATCH LINE Sheets L1.2 / L1.4 xW4 Xaezo � xa�a, CTEV.=911.7 ' , \ \ \ \ \ \ x680.7now 91 ` V \ \ \ 9700 \ \ \ \ \\ \ x!379 \ \ x117 1 y I , .._.. � � • `\\ ♦\ v �\ 911 9135 '� I\5\\ \ ; ` \ \\ \ \ ` '' �\\� \`\ "`�2 \ I 7 J \ \ Pv ` /x .. j+�\11 \`\ \` \\ `\\ 1 \ \ �\ I I )g • \B �\ \ ne '7 I 1 , \ .1•i i i\ 9136-\.1.\\ x 8914 \ 1 1 x BJ I,I x871.3 PAGE LAYOUT: L1.1 L1.2 L1.3 L1.4 L1.5 1 L1.6 SHRUB PLANTING DETAIL 1I YT 1\ I 869.9+A �c , 8ro.,Xxy 0 11 r 871.7 1 1 I9 8ra5X X 1 Im O 1 �1I 111 Z OUTLOTA m I 1 \ , 3rd 1 1 1,076,781 SF 870.9X� 24-72 AC 1 1 I�1 1 I 1 1 X8708 1 1 I>xl 1 870.,lX l 1 x 870.5 L1.7 CLIENT: VHF INVESTMENTS, LLC 19505 43rd AVENUE N. PLYMOUTH, fAN 55446 HENRY HANBEN (763)238-1610 0 50 700 150 a GRAPHIC SCALE IN FEET 7 co) ♦ Z r Z co 10 0 ° a W� � a W � U Ww o < 0 2� N 89.44'15' N o 0 0 ---- 491.94---- zg 1 1 roP or Jo* nn e z z cno n \ RLV4roJ .Q y, � �1 V• OE Do ; IO Vl I I �\x�l •.__(p6C U MRR vglmmob.s w(r'iggs^: _ - -872- -872-�873.7\ \\ y C �a a J O o; INDEX OF DRAWINGS: 6 O O U X847 671.3 X x 1171. L1.1 -L1.7 r I 1 LANDSCAPE PLANS to rn o 0 0 1 1 roP or Jo* nn \ 704 OF 30' CUP f1LV ==878./ \ RLV4roJ 8725 5(872.1 - � \ L -820_ _ - _. _ �\x�l •.__(p6C U MRR 871.6x� ero 8 X _ - -872- -872-�873.7\ \\ ` - �= ' x873.1 - 872.8x,'xe�745 C) X871.1 INDEX OF DRAWINGS: X847 671.3 X x 1171. L1.1 -L1.7 r I 1 LANDSCAPE PLANS to rn o 0 0 r0 C) 6 O O U FILE 700. 00715 L1. Landscape Plan REQUIRED PLANT MATERIALS PLANTING NOTES: 2 OVERSTORY SHADE TREES PER SINGLE FAMILY LOT LOTS 116 TREES 232 LANDSCAPING REOUIREO LANDSCAPING PROVIDED 232 OWRSTORY/CONIFEROUS TREES 273 OVER.YCONIF.IORNAM. TREES 174 OVERSTORY STREET TREES 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE 60 CONIFEROUS BUFFER TREES •0- INSTALLED BY THE BUILDER. 14 ORNAMENTAL TREES (TREE NOT SHOW ON PLAN) 93 SHRUBS BUM TWES & SHRUSIS (INSTALLED BY DEVELOPER) 0 - IJ R9: Mr ,wraC Rea 4W.1 R" .2 I. M ", 4'.. STREET ImEEs C.10M 0. NM6 WmLLE[) V IAEODt AT TWE OF IIaE CONSMUC11M 174 sllcr -1 usr lar kII -I Awsmrr mr<s swu Lx or nc Sart srcocs uo xo BRODSHO CONSULTING ON NORTHBRIDGE COURT o. eae EWAK. NN 58123 .A.", S_ W. Aor eoemovn Yt« YY 2o• Bae PHOW_- 651-41188-800 Hwerry uIN maM«WN 2o- Rae FAX' 051-994-4792 mpe I I I S'Z",- YARD TREES OW ON MR, PWAILED NY AT TW OF TIDE CMMCW _11. 10141 .. U51 .1 NO iN0 -1 TREES SHALL BE ass REG. No. 23849 DATE 03-12-19 ..J." ShaY.. W 2wCFrv�aOW« Frim CONIFEROUS TREE PLANTING DETAIL T- �PFC 1 927.f I 9 .1," -92JIS _/�2.8 XMIi 931.2 X" \\\\ LI, B2 2nd2. 7,256 SF G it 13, SF - L3 B I 931.5 X% 9x9x _ , L21,.1 L2 Ill I.9P 11 -924.2 FF 464 0 CL17431 x", '. " 926. W4 - 1 1 Il 4� /0 _ 92617 -_ -_ � / _0L 5 US 29 930.3 X 926A %914.0----x9288 X928.4 I i � �1 TC 9269 x I 1 91 '10 927 7X9327 _93L8 I T- �PFC x911.7 XMIi og LI, B2 2nd2. 7,256 SF G it 13, SF - L3 B I _ , L21,.1 L2 Ill I.9P 11 x 13,398 SF 13,395 SF 464 CL17431 Il ------- --------- - ----------- ------- - L---- ------------ X 926A %914.0----x9288 X928.4 I i � �1 T- �PFC -------- XMIi og LI, B2 2nd2. 7,256 SF G it 13, SF Il X 926A %914.0----x9288 X928.4 I i � �1 I I Q1 - - - - - - - - - - - - - - - - - - - - - - II 9353 L -- - - -- - - - - - - - - - - - - - - - - 936.1 X 932.4 1 L4, R 2.U1 15,627 SF X 932.9 4411 Kill, Sheets Ll MATCH LINE L1.3 7J 111111L. - A x t --L,- � L j � L3 E13 LI, BI 2, B3 2�d 2nd Di 15,564 SF 2.Di 18,269 SF . "62 �17 87X PAGE LAYOUT. ILIA L1.2 L1.3 L1.4 L1.5 L1.6 SHRUB PLANTING DETAIL X L1.7 ----------- 0 50 100 150 GRAPHIC SCALE IN FEET I 1 1 i H 111 92&5f L6, B3 "N"i L7, B3 I I 11 L8, B3 1 2nd 2nd 14,850 Sr 48 14,550 SP I I I . ............ . xt.a .... .......... . W Lu q 1.til U CI Lf 5 1-14 L4, B4 8 A. � R5 - 2 2nd & 2nd �IS F 12, -_J4,519 \_v I♦ F 4i. 15.771 Ss>x ------ ----- - ---- -- ------------ / ---- z x9i7.4 N 89-22- 1 E Ir\ X 916.4 x - - - - - - - - - - -- - - - - 7 X9154 - - - --- - - - - - - - - - - - MATCH LINE Sheets L1.3 L1.5 .911.9 _914- 3 89*Z2�fo" V 'z 42.05-- \A t - II 4,350 SF ------------ ------- LI, E13 3rd 12,015 SIF --- ----------- --- ---- - ----- ------ -91 L2,133 x 3rd f2,015 SF INDEX OF DRAWINGS: L1.1 -L1.7 LANDSCAPE PLANS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 238-1610 CO) 40 (5 z z - W N 0 o LU a. c .j > Lu Lu Cb z Lu cc E 0. 2h .0 io In Q) Lm FILE NO. 00715 _L1.3 Il II Plan DECIDUOUS TREE PLANTING DETAIL REQUIRED PLANT MATERIALS , 2 OVERSTORY SHADE TREES PER SINGLE FAMILY LOT LOTS 116 7 TREES = 232 iMx,ca �ii'u :1 on�«mibw. a1O� io• 6•N1µ• WN TBC CCrNIe i'u-1 201 LANDSCAPING REQUIRED LANDSCAPING PROVIDED 232 OWRSTORY/CONIFEROUS TREES 277 OVERJOCINIF./ORNAM. TREES 3 a 174 OVERSTORY STREET TREES Sheets C2.1 / C2.4 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE INSTALLED BY THE BUILDER. 60 CONIFEROUS BUFFER TREES 14 ORNAMENTAL TREES (TREE NOT SHOWN ON PUN) 93 SHRUBS W Z% � O BUFFER TRFE.9 ! 9951BS (IIIsrALLID BY DEVELfIPFR) BOY. xEY b1NTlL xA18 01xv01 xAV[ !]E,Wbf 1] 1191 Atr nbum rieA.Cf AN e Ra a.«. ,wa Iwux.x •I 96 PWC 4hxn TMw«e 1, AP Y v nt7a RC Cln] T"rY•6: IN,d S 113113.1 Y«Y 20' Bee RN oa to• oee lbeV x!C Spw J-4' Bre Au•Vm PW 3-4• e46 .v1• • C,aNHx• .5• Beg Cemmm IA m6N A ,n'I S Cot P PLANTING NOTES: ce.vla%.m wtl,.Na�� w .°:a<W:. ✓'n.' wza Iw. w o....w «Nu ., w «x r ae xo,. • ... eaw.v+w vo, dg1MW^I^4 5V«v...1 pmt melvla, w w du1, N « aero -Vow vN WCs Ib+t, 1• N H,e•e m w ,twsC Aµ tl•+1M pclt« 1m«e a« ,vdr 1oB,u •rrn « vxT« P'1. 1• E„1Neas, •1 tl.+1• 9aM « v,r C•1bv: ,VntM u ret dRe W w rv. OP•+ W M nv1•P m b '1.wt .ww w N P«ua tle`r[ M w baa. qat peI pu Bv.+, ptnl• « ••Ce••oY - w u«CC-s rwl P.•,Cx o.w w1 N rmN•n. ra aonlNe.•• Na «w1tW •1 w .>• •r ..• o.w. rw1 ,1wN vPo, t+1a ., N. P.,vv„ xN-� mo1Na. v nsav,. ..I~'.'.mar'n.n wi• ,.«af` fm :..a1' w«) br NOM m. NVM nu °� V•FNw .,N. ,.. w a.,. x.«W, .. „.. aa,.. or, .,....,. aa,N N w d« d•t H d.. « v9Tr xtsCa+t %1"a::. tl°"WM•.° 'a.n a... .nr.l « °4iy� ". N a«....x r „a«. w w».. N u"OyiY 1Mr+0 b 4. WI«i�w W wM w r tl°Yie•�ur Cwu W.1 aeWNrw w YWw x,aax. � . SIREET TREES o•sYnOrEEcrT1mV-Vw JO1t C•frME aNOxEwES MwemLIaEAuBmLOCnx E emr AT wsnunlGO) No BRODSHO CONSULTING xBKMLV`ES. „�,,,, �„v„ r „. •x mvu°1 xA1rE blwrcx xu,EsAmor 696 NORTIBRIDDE COUIT s.,b °e, uw1. K.. o-...w�O • e ! io• Be EAGAN, UN 55123 k, v, s,Rs ucdo Ace .o�ovn 'm: un o- oe TiBTE 651 -566 -am co,� 1x,amm� «<u., zo aee NO 551-944-4M N ea! ms a • ase i u de,� • aur � ::awiaw««m• m 1.7. \Clw`�'e/:�ei u. si•1. YARD TREES ORT lHDsN ON ILA% INSrA-D 6Y eiml AT M o] 11- UENQIIl1CIICN) / 1 / 115 SECT MEN IST BUT NO 1'•O IANCFxt UEES SxALL BE OF ME SAVE -ScT� m1x°1 x98 b1ua:... xOnE BmbT 23849 WT•wF s,tie M.d. Aw .«a,�m s>a. uv sro- maBEC. N0. DATE 03-12-19 wv wet awn-•1an e•we eW= ew e.«n EsrpOua �tl.�, io' Ov�11N •snO1i BiB a 7 iMx,ca �ii'u :1 on�«mibw. a1O� io• 6•N1µ• WN TBC CCrNIe i'u-1 201 � eeD maw Ln �a 3 a MATCH LINE Sheets C2.1 / C2.4 i 4-P.j 11 1 LU It cw W Z% � O U W°0 Cba U .7 -___-_x979.1--- _-----_)-------- -------'1, {1_ .............. ss I f •r _ �E-' LII, D3 i L8, B3 I t I L9, B3 I I L 10, B3 - I (! , 2nd 2nd i Idds 2nd 14,5 SF I '8 T'F 27 14,850 SF 16,367 SF .1 1•'918. � •I 1 � :�{71fE9/• �'kh '\ atsrmve _ _ attlFrn 1(��1 CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL I I�«7�I \IIlI��i L1.1 L1.2 0.3 L1.4 L1.5 I L1.6 SHRUB PLANTING DETAIL L1.7 0 50 100 150 GRAPHIC SCALE IN FEET -8 - _• --- :y , � / / 1 1 '1 \ \ \I ,\ \ 11 , ; � j I '\ \• \ � Bn.%/ \/�TL.i�1 \ I\ ,.Bm. ^ 1\ 1( T\ \ •\\ II 1 \\ \\ � MATCH LINE Sheets C2.2 / C2.4 XW7.6 I 1 V l I I I l ,1 .6 i i` e. \ 1 Fp I nio,1 1X 8994 ` ;'• ('; { I I \ \* STOI\M 1W/"1 TL l\ 1 1 1 I \ 1 I I \ \\ \\ M� \\\\ \ I i a / I I 1 1 `\ (,=> - }� _I' 1 ( �76(%y\ I \XBe75 Txw73A5W\ / N N / C 6 %'-$9""-- _-_ 1 \\ \ 1 1\ 1 1\ \ -. 61. -.--.-.TSO _/•- ,�--lr $• •�'•+ •7�•\ 1, ,''\Jt ------- 77...... 7 m - t-----------T - -':. I--- ----- ---• -----• -' i -------- V) -- -- 0 S { t / ' _.N N bfrl I L L3SSP L Znd 4 13.430 UB --t W 12.27�SF �1 12,150 SF I, I, 13,66�SP J,1',,E, ` l r/ �•r! ;.,,>l •', 5� \ L( `All -_ � X9 1 �1 X+PI r I \ I\ dV ------------- - •---� ••=r - �- - -_-•- -_-_- �� \...\ c t-\�}-1rTt , - + - - T - - \- - - x A a \ \ \\ \ x 639.7 888./ x \ I I ; T 1 \ I x8709 I xL /913.5III\\\\\1 II\9 -_ \I I * \\\\\\li \ \`\ �IJ.,X 9� ; I I 1\� \ I \ \\ \ \ 1\`\\ \\ \ ti .�.88T' _ I I `.5 `I X887.0 >\ XB%B.4 \\\',\X 1. xaeD7 \ I\! 8 7691\ \m� �;\\ \` II I I \\ \\\ 1 I \ VT• \\ x879. \ \ x 91 77 917 a.6 yes \ \\\\\\\\\ 1 \ \ \1 \\\ \\ •�\ I I \ > �o\\`�\ p• pe .7 ) \ 1 11 >\ � /%91('7 \ 9117 /,/! 9111 > 5`9�9A 9tO-8 9D9.A\\\\ \ \ >\\\ ♦ ` \\>\\ \\.� 1 x ` _ W_ 11 \ \` \\ I �Yy .7 ® 'x91 C • > 0 I I \ \ \I 1S ) d •.P d� 908.7 X y \ \ \ \ \ \ .-._ . _ \ �^ -_'X8750\, / nod s BIif907.7 ( )xs�aJ eB1gwEae� xyle9, c i X 907 EIEV.y ETEI'.a9D8.7 I Y \ \ �'i•-• \ / l xBes.�---x�QT\ \ end\ \ c j� L.. 1 t �f91i7 1 t 10.0 .909,4'-, \ nmR � v _ L.L_ \ � �� \ \�� 1 \ �m \ \ •'�' l I 7 I t 1 � \ > I /" ey \ s\ �,. 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CI ), i \ \\ �a • �• �\' / ' i I - _ \ _ - _ _ _�_ L1.1 -L1.7 LANDSCAPE PLANS rMO ---) 1 Y.0.9r ----.0 - I i i ' '\ `L \� l � O*+'%i' � � '\ -9; _.,« r�' % .\• I 1',?.. ,l• ;1 • •I 1 \\ ' 1�5M \\ LS..3 ' I L 10, D3 IN, \ CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, MN 55446 HENRY HANSEN (763) 236-1610 F W o a 7 d w>4D ^ � VWlgx cn maw Ln �a 3 a ,0 U I^ a = t UI O O LU It cw W Z% � O U W°0 Cba U O 2 TZt U i 0 W a: m o a z�> 100E d w>4D ^ � VWlgx cn maw Ln S 3 a ,0 U I^ a m m a: m o 0 0 cn Ln Ln Lo N m m C7 U O O U FILE NO. 00715 L1.4 Plan REWIRED PLANT MATERIALS 2 OVERSTORY SHADE TREES PER SINGLE FAMILY LOT LOTS 116 VHF INVESTMENTS, TREES 232 LLC LANOSCAPINO REWIRED LANDSCAPING PROVIDED 232 OVERSTORY/CONIFEROUS TREES 273 OVER./COMF./ORNAM. TREES HENRY HANSEN (763)238-1610 174 OVERSTORY STREET TREES W 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE INSTALLED BY THE BUILDER. 60 CONIFEROUS BUFFER TREES 14 ORINAIIEN TAIL TREES (TREE NOT SHOMN ON PLAN) 93 SHRUBS BUFFER TREES ! SHRUBS (INSTALLED BY DEVELOPER) Rrr. m mrNrcx ,AYs c°ww xxuE s,xmr ,] iSY Au• <,b,Pn Y,—.dN c°'< 2.0- 810 e io a,.<.,. nA<• Nenwi� O - ... o,A 20- eta 42 >6 Pxw gm<n'dnwld eas Ni• Smx: .T-4' 819 1, 1 RC Yw Y4,Y•fn' .v.<,< L•fNa'e I V. �� ���•�� ,NY,R-,Yew• e s Y 57REET TREES (Blom ON TINE a FIDNIM M Rel1O1 AT TILE K H01E mrsTlalCn011) I_ _ <ft9)vTw �i...o,:L . 174 SO- Hau MST aur No rM AoaACDIr rises S— es or TNs SwE SasosS u.0 10 BROOSHO CONSULTING (� - YoiE 1NAV 3oi a THE'RELS OH LIE aL SHAU K ar "E SAYE -Ofe. ,.,�,.�... {. 1 -_-•� -'I" .w N•4w� maP x xa eOfNt xxil sA mr e96 NORT BRIDGE COURT _. ` • / GT ( I gni a - aw 4lwl. Aw . A44.Nmi 9w•.• 9 20' ass EAGAH. MN 55123 u•kcVT Seim YMa Aa waAmm Y,v YY 2o' Bae PHONE. -651-666--0023 - _ \ r a A�� T4i-e a�rrcen nw<e! 2o' 6 1e FAZE 651-294-4792 AaY•W Tw, � p�pm�i<s • •i•ninw Halm• 10' e.e m oNan.t Ein i <. komr< nYw.ai xo' sae _ - wanE\<i � w•^^i•%:�ei I: sli: e vmwi°rw• 0 ��•••m •�•-• YARD TREES DW O1 FLAN, WAUM neuaml AT IMC IF IltlC OWTMXoON) 11. SLIr<1 TAOI .1 .1 M'M ABJACDIT BEES — K a 'IE ex11s SAECES .--%L7✓ e<- G,AL<.(� xun w,y <,a icp w x>[ nq n <uy..c raYOI NNR .or<,•cr xAYs s7Aa0r REG. N0. 23849 DATE 03-12-19 Y•.vr s,.a u.p. A<a ci<m,wm Tu, nr 20• CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL e6ia,, mVl1-clan e•Wo nyo 20' sae 4,. e.•<n oaow. <e-aHwn xo' a1a a �xm4Aoun OMIY, Iro<mww MrmN 'a,mi 20- Sae v c•e.vw 0rmm•a4 ea,ci zo• ese PAGE LAYOUT: L1.1 L1.2 L1.3 L1.4 L1.5 0.6 L1.7 SHRUB PLANTING DETAIL 0 50 100 150 GRAPHIC SCALE IN FEET CLIENT: •mai• ue., T<e •aa.a •rwnw.. zo• ee6 . / i ' 1; I �' - _ _ \ ✓ 1 ♦ r VHF INVESTMENTS, LLC 14505 43rd AVENUE N. 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TREES 174 OVERSTORY STREET TREES 21 OVERSTORY BUFFER TREES -ONE ADDITIONAL TREE PER LOT TO BE 60 CONIFEROUS BUFFER TREES INS BY THE BUILDER. 14 ORNAMENTAL TREES (TREE NOT SHOVN ON PLAN) 93 SHRUBS SUPPER TREE: 1, SHRUBS (INSTALLED BY DEVELOPER) arc ,n .arM.G. YBYc a ,,.YT u70osr ,J est Aur ,Wvn Y,W VM' Re uSnrRl. Wk x0" 0.8 110 O.,rcu, xa an Oa. x0" a.e 2 01R PYr qh- Y1«r,O' 3-1' BBB 1e w PY,,, ny. wmm r1,. J-: eae 14 RC Y✓r YnrYrtn' P,o::,r.• LenW✓e ,.S' BAO rJ IX $I-" -4N a [emm« uac mw r..rd...s�,. S Gra P SSIEET TREES OHM M KAY: MTNIID BY eurml Ar Tec Or HOE COMIBRWTp ) 1>4IB1EOr FSO✓ MST .1 HO - aD .1 1N[[U Or [ uA 10 Yat[ MMI JOY OT 111E IRTES 0% BLOIX Of iK 5/YE SMOES. tY1Ym1 MM1E pINC MMrt IIAnOt sr«. S Ysr Aw . R..rtma s ww: zo' BAB Yaluh H"-', " HrAar raAaun YM. 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BRODSHO CONSULTING 696 NOR HBRIDGE COURT LAI NI, YN63123 PIOfE: 651-066-6023 FAX 631-994-4792 . venae. eroar �ro a ver mr MN'1/�'/w2e NJ•Si0e1. e1 ✓,wwln��' REG. N0. 23849 DATE 03-12-19 WAKNkW .nrr . .ftlrsl!L i l mar• _ CONIFEROUS TREE PLANTING DETAIL •'i>; �I: ;l�q `• tee\ S, � \$ , \ \ '\1 . MATCH LINE Sheets L1.4 / L1.6 1! I 1 ,`.ice\j,, " c, LR, ' 3 I L9, D3 I I LIG, B3 1 \ \ \-' •„� 12,151 I I 12,150 SF i I I 13,066 SF ci ZL________ ------- __ _ _ _ •-i' _ Y-- cn _ .................. .......................... i ov +� ----------- --------- I T------ -i�- --•--T \ jR I LSIBD I I Lard 6 -"�� { I L10,B 6I x91/.1 I 3 _ 1 C\ I8,2S SF 1 ; l - 18,225 SF -- I I l i 18,229 SF I \ i i I• -- X014.8 j ( - n1 -- _- -----J-' -1 _ ------- ---916---`�-^ 917.6 -_--_-_- l--' _ _ _---x9182_- \__ _-- --. -X17-1 J9176 ------- ---x-7.2 --_918___-_--_` --_---9-18.x9 18-----\\ /915.0 `---_f x\9 1 t�AAM,eti I / 9161k 1 \� 1 / I I / I / I If 1 / / x / y / �1 7 11, R6 3rd 20,785 SF 011AN J. J r Yun rrtr ♦,O,M a rdt Ier v rw,rwi ribo. e�inowt DECIDUOUS TREE PLANTING DETAIL PAGE LAYOUT: L1.1 L1.2 L1.3 L1.4 L1.5 I L1.6 SHRUB PLANTING DETAIL �� ` _ _� 1i 911,; c� � 91 bQ • _, I , .�� �\ \ �\\ � _ �, _1s°j8�/ X911.7 . -,,I, ,� ___ t - _- _ _4 -r_•-)__-1- __•�__•c _'--__- �__�_�� 94 �: . . • i - i - T ------ I ` "- " 90.00--1 _-. �I \ y \ 1\ , N 9�•zs'oo' s j ee, '66 r- . ......... s - ! MATCH LINE Sheets L1.6 / L1.7 \\ \ f \ ------ -• / � I - - - w 507 - _ L- J L1.7 0 50 100 150 GRAPHIC SCALE IN FEET ---- 491.35---- .�. S 89'65'52" E INDEX OF DRAWINGS: L1.1 -L1.7 LANDSCAPE PLANS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, PAN 55446 HENRY HANSEN (763) 238-1610 x876.5 \ \\ \ 1 \ \\ \ \ \\ g `\ I 9vi0X \--•'r-C- V \' T X I 0 \111\ \ ♦ \ B) / \ \ \\ ♦ \ \ ♦\ \ p2 ` w o S10� 1 0 FR$° \ , LU a. `40.001 879.9% \ \ N 89.22'/0'6 sy 20 a Lu WAX 879.2% Ww (1)° o 0 87&6x J $ 8. gyp` X7 Z.j o C6879.7 S €a c-N ^�\ M o >1`' a, �$C _ B9p\ •\ •\ , o� M�a.a v/ul B, _ \\ \\ ` -' CL =-`poi_ ..... \ \ \ \ \ 8831 , ej g �� ` _ _� 1i 911,; c� � 91 bQ • _, I , .�� �\ \ �\\ � _ �, _1s°j8�/ X911.7 . -,,I, ,� ___ t - _- _ _4 -r_•-)__-1- __•�__•c _'--__- �__�_�� 94 �: . . • i - i - T ------ I ` "- " 90.00--1 _-. �I \ y \ 1\ , N 9�•zs'oo' s j ee, '66 r- . ......... s - ! MATCH LINE Sheets L1.6 / L1.7 \\ \ f \ ------ -• / � I - - - w 507 - _ L- J L1.7 0 50 100 150 GRAPHIC SCALE IN FEET ---- 491.35---- .�. S 89'65'52" E INDEX OF DRAWINGS: L1.1 -L1.7 LANDSCAPE PLANS CLIENT: VHF INVESTMENTS, LLC 14505 43rd AVENUE N. PLYMOUTH, PAN 55446 HENRY HANSEN (763) 238-1610 r8l W 0 �a S10� 1 0 FR$° a LU a. `c sy 20 a Lu �a Ww (1)° o 0 g Z.j at O S €a W M�a.a v/ul r8l I CD S10� 1 0 FR$° a i sy i 0 �a o €a g W II w 0l4 �NLp(1 O II y co Tn N O }} m 10 W W O � O U U S nLE N0. 00715 L1.6 Landscape Plan REQUIRED PLANT MATERIALS 2 OVERSTORY SHADE TREES PER SINGLE FAMILY LOT LOTS 116 TREES = 232 LANDSCAPING REOUIREO LANDSCAPING PROVIDED 232 OVERSTORY/CONIFEROUS TREES 273 OYER./CONE./ORNAY. TREES 174 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 SHOMN ON PLAN) 93 SHRUBS BUFFER TREES IS, SHRUBS (INSTALLED BY DEVELOPER) OM1. 1Y'r e0tuef WY [OwOv xnxE 9ff/uWt 11 1191 Acr nuvn Yratrd R«v1 Y«" 2.0' Bte e RO Mrw. rube R. Otl, 2.0' Bt0 42errs Ptw yam'M,u1a' n. SPa,ee 3 Ni AP P... PFC Ytlu. TY.YIfn• rmeb. 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I )1 • I I I \ \ Ili I 1 IN li \ I I I \ f `\� I •---- 16'Ozo1---- • 1 I �i 3 .0! .ZE.00 S ,xj ,x 'xf / I xw I b qw I I �I I I � I I � I I I I I ® I V) a N x Ix I N INDEX OF DRAWINGS: FILE NO. 00715 L1.1 -1-1.7 LANDSCAPE PLANS PSE L 1.7 Landscape Plan I x I II �\` I ,605 SF :` r♦\ i sl ♦\1 Ix K ( J I x Ix I N INDEX OF DRAWINGS: FILE NO. 00715 L1.1 -1-1.7 LANDSCAPE PLANS PSE L 1.7 Landscape Plan Review No. 1 IIIHakanson Anderson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Scott Dahlke, P.E., Civil Engineering Site Design Henry Hansen, VHF Investments, LLC Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Cody Sylvester, E.I.T. Date: April 11, 2019 Proposed Development: Hansen Heights Street Location A portion of the SE'/4 of Section 28, T121, R23 and a portion of of Property: the SW'/4 of Section 27, T121, R23. East of Odean Avenue NE .and North of 72nd Street NE. Applicant: Henry Hansen Developer: VHF Investments, LLC 14505 43rd Avenue N. Plymouth, MN 55446 Owners of Record: VHF Investments, LLC Purpose: Hansen Heights is a proposed 116 lot (+1 existing) single-family residential development on approximately 87.09 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILABLE COVER SHEET OVERALL LAYOUT AND PHASING PLAN PRELIMINARY PLAT GRADING AND DRAINAGE PLANS SANITARY AND WATER UTILITY PLANS STORM SEWER UTILITY PLANS STREET PROFILE PLANS STORM WATER POLLUTION PREVENTION PLAN DETAILS SURFACE WATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:\Municipal\Aotsego23xx\2346 Hanson Heights\A-REVIEW PHASE\OT2346 RVW1.docx INFORMATION AVAILABLE Preliminary Plans for Hansen Heights, dated 3/26/19, by Civil Engineering Site Design. Storm Water Management Plan for Hansen Heights, dated 3/26/19, by Civil Engineering Site Design. Wetland Delineation Report for Henry Hansen, dated 10/30/18, by AG Wetland Services, Inc. Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 S:\Municipa1\Aotsego23xx\2346 Hanson Heights\A-REVIEW PHASE\OT2346 RVW1.docx COVER SHEET Please include a north arrow with the project location. Also, it would be helpful if some existing street names were labeled. 2. An existing conditions sheet(s) shall be provided. This shall include the following: a. Show and label widths of existing streets and show buildings, ect within 150' of the project boundary. b. Location, size, and elevations of existing sewers, culverts, and other underground facilities within 150' boundary. c. Boundary lines of adjoining unsubdivided or subdivided land, identified by name and ownership within 150'. d. Minimum of NWL and 100 -year flood elevations for all storm ponds, wetlands, creeks and rivers shall be shown. e. The proposed existing well locations within 150' of the project boundary shall be shown. f. Existing zoning classifications for land in and abutting the subdivision. g. Include 2 -foot contours. Also include any water courses, marshes, wooded areas, rock outcrops, power transmission poles and lines. Locations and results of soil borings, percolation tests, etc. h. Existing pond, creek and wetland NWL and 100 -year flood elevations. OVERALL LAYOUT AND PHASING PLAN 3. Please rename the streets as follows: 72nd Lane shall be 73rd Street, 73rd Street shall be 74th Street, 74th Street shall be Ohland Avenue. 4. Additional property in the west central area and to the southwest of the proposed plat have also been "ghost" platted per anticipation of including these properties in the development in the near future. The inclusion of the west central property would potentially require some redesign but these ghost plats are in general agreement concept discussions with City staff. The inclusion of the west central property would potentially require some redesign. PRELIMINARY PLAT 5. Minimum 10' easements shall be provided along all rear lot lines (i.e. lots along Outlot A). GRADING AND DRAINAGE PLANS 6. The House Pad Typical does not correspond with the way House Pad elevations are shown for each Lot. 7. Garage floor elevation shall be a minimum of 18" above the adjacent top of curb. PAGE 4 SAMun1cipaMotsego23xx\2346 Hanson Heights -REVIEW PHASE\OT2346 RVW1.docx 8. Driveway slopes shall have a maximum 10% slope. Some of the driveway slopes appear to be calculated from the back of curb to garage, missing the sidewalk where present. Where sidewalk is present driveway slopes shall be calculated from the using a 4% boulevard and 2% sidewalk cross slope, the remaining slope from the edge of sidewalk to garage floor maximum slope is 10%. 9. A minimum of 1.5' of freeboard is required from all EOF's to the lowest openings for all houses. (i.e. L3, B3 should be a minimum of 930.0 for overflow in SW of lot) 10. It appears that an EOF — 924.6 existing for the low area between L1,B1 and L2,131 Phase 2 across the existing driveway to the north. This EOF is not covered by a D&U easement therefore it could be raised in the future. The proposed low opening for these lots is 926.5 and 927.4 respectively. No other EOF existing that would provide the needed freeboard. These house elevations shall be revised so that they have the necessary freeboard or a drainage and utility easement over the existing lots EOF. 11. Some grading is shown beyond the project boundary along the west side of Ogren Avenue. Written permission shall be obtained from the property owner before this grading. 12. The EOF for the central infiltration basin appears to be 914.9. All low openings of houses surrounding this pond shall be a minimum of 1.5' above this elevation or a minimum of 3' above the HWL of back-to-back 100 -year storms. 13. The wet sedimentation basin shall have a control (cable concrete) overland overflow. 14. Sheet C2.6, the trail grade cannot be read. The trail shall not exceed 8%. 15. A maximum of 4' would be allowed from the house elevation to the side lot line elevation (10' side yard setback) to not exceed a 4:1 slope. There are a number of houses with +5' of difference. These will require retaining walls or the elevations adjusted. SANITARY AND WATER UTILITY PLANS 16. Sanitary sewer shall be provided for future service to the area west of Odean Avenue and Linbar Estates. Provide sanitary sewer stubs at the following locations and invert elevations: a. 912.00 at the western stub of 73`d Street (West of Odean Avenue). b. 912.50 at the southern stub of Odell Avenue (South of 72nd Lane). 17. Provide sewer and water service stubs to the existing Lot located to the west of the proposed intersection of 74th Street and Odell Avenue. 18. Provide a hydrant at the end of the proposed watermain stub west of the intersection of 73`d Street and Odean Avenue. PAGE 5 SAMunicipaMotsego23W2346 Hanson HeightsWREVIEW PHASE\OT2346 RVW1.docx STORM SEWER UTILITY PLANS 19. All pipe shall be a minimum of 15" diameter except for the first pipe in a run. (i.e pipe from CB 110 to CB 109 shall be minimum of 15"). 20. Three existing storm water basins exist adjacent to the project boundaries. These existin basins discharge overland through the new development. Controlled outlets will be required to handle these potential discharge/overflows since the regrading of the area will block this drainage. Provide storm sewer connections to allow storm water outlets from the following: a. Existing storm pond located to the west of the proposed intersection of 74th Street and Odell Avenue. I.E. — 920.0. b. Existing pond (dry) located to the south of proposed Lot 5, Block 6 (Phase 3), I.E. 923.0. c. Existing pond (dry) located to the west of proposed Lot 1, Block 2 (Phase 4), I.E. 917.00. STREET PROFILE PLANS 21. Please provide horizontal curve data. All vertical and horizontal curves shall meet 30 mph design speed requirements. A number of vertical curves do not meet the minimum K values or lengths. STORM WATER POLLUTION PREVENTION PLAN 22. Inlet protection shall be installed on all of the nearest catch basins and ,culverts located downstream from the construction entrance(s) along Odean Avenue and 75th Street. DETAILS 23. Please include recommended R -Value provided by the geotechnical engineer used to determine the street section. SURFACE WATER MANAGEMENT 24. Please submit a geotechnical exploration report. 25. Currently, the total site runoff for the proposed during a 2 -year rainfall is shown as more than with the existing conditions. This is not allowed and shall be lowered so that the total site runoff for the proposed is not more than the existing during a 2 -year rainfall. The total site runoff during the 10 -year and 100 -year rainfalls appear to meet this requirement. 26. A portion of the area south of the project boundaries (mostly in Linbar Estates) is not accounted for in the stormwater model. This models shall be revised to incorporate drainage areas outside of the project boundaries where it will affect the Hansen Heights development. PAGE 6 SAMunicipa1\Aotsego23xA2346 Hanson HeightsW-REVIEW PHASMOT2346 RVW1.docx 27. The preliminary utility plans do not contain any storm sewer information to be reviewed and compared to the design calculations. 28. Verify existing ground water elevations are a minimum 3' below infiltration basin bottom. WETLANDS 29. A Wetland Delineation has been submitted and approved. No wetlands are proposed to be impacted by this project. OTHER CONSIDERATIONS 30. Please submit a Geotechnical Exploration Report prepared by a professional engineer. 31. A statement certifying the environmental condition of the site including the presence of any hazardous substance as defined in Minnesota Statutes 11513.02, Subd 8 is required. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above items being addressed. PAGE 7 S:\Municipal\Aotsego23xx\2346 Hanson Heights -REVIEW PHASE\OT2346 RVW1.docx