The URL can be used to link to this page

ITEM 3.3TPC 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 REPORT DATE: 2 May 2019 ACTION DATE: 25 May 2019 RE: Otsego — Parrish Meadows; PUD-CUP/Preliminary Plat TPC FILE: 101.02 BACKGROUND ITEM 3.3 WH Diversified has submitted plans for development of 59 single family villa homes and 8 single family lots to be known as Parrish Meadows. The subdivision of the 35.1 acre subject site also includes two outlots for planned future commercial development. The subject site is located at the northwest quadrant of Parrish Avenue (CSAH 42) and 85th Street. The proposed development requires applications to amend the Zoning Map rezoning the subject site from A-1 District to R-5 District and a PUD-CUP/preliminary plat. A public hearing to consider the applications is to be held by the Planning Commission at their meeting on 6 May 2019. Exhibits: Site Location Map SW CSAH 39/CSAH 42 Comprehensive Plan Parrish Meadows development plans (22 sheets) ANALYSIS Zoning. The subject site is zoned A-1, Agriculture Rural Service District as outlined by the polices of the 2012 Comprehensive Plan to maintain rural land uses until a property meets the criteria to be 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 R6, Medium Density Residential District, which allows single family and single family villa dwellings as a permitted use. A PUD -CUP is also requested to allow for platting of the single family villa dwellings in a unit and base lot configuration like townhomes. The two proposed commercial lots are to be zoned B-3, General Business District. Consideration of the Zoning Map amendment and PUD -CUP is to be based upon (but not limited to) the following criteria established by the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan guides the subject site for commercial uses within the east portion of the property adjacent to Parrish Avenue (CSAH 42) and low density residential development on the west portion of the subject site to transition to existing single family neighborhoods further to the west. The type and arrangement of the land uses within the preliminary plat 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 Commercial LD Residential A-1 District Rural single family dwellings East Commercial PUD District Great River Centre of Otsego South MHD Residential R-6 District Row townhomes (Stonegate Estates) Urban single family lots (Stonegate Estates) West LD Residential Institutional R-3 District INS District Rural single family lots (Country Ridge) Possible City fire station The preliminary plat provides the desired arrangement of low density residential uses as a transition between the Parrish Avenue commercial corridor and existing neighborhoods to the west and will be compatible with the existing and planned land uses in the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed preliminary plat will comply with all applicable development regulations. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via Parrish Avenue (CSAH 42) and 85th Street. The Transportation Plan designates Parrish Avenue (CSAH 42) as a minor arterial roadway and 85th Street as a major collector street. These roadways have adequate capacity to 2 accommodate the traffic that will be generated by the residential and commercial uses 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. Single Family Villas. The following requirements of the Zoning Ordinance apply to the proposed single family villa homes to be platted in a unit and base lot configuration in the manner of a townhouse development: ■ Lot Area. Single family dwellings platted in a unit and base lot configuration must provide for a minimum of 5,000 square feet of lot area per dwelling unit as required for a townhouse development. The average lot area per unit for the proposed single family villa dwelling units within the 3 blocks is 8,444 square feet, which exceeds the townhouse standard. The area within Lot 20, Block 5 of the preliminary plat may be reduced if the City Engineer determines that the stormwater basin along 85th Street is to be deeded to the City in accordance with Section 10-8-12.D of the Subdivision Ordinance. If the stormwater basin is deeded, the developer will need to verify that the net lot area per unit within the 3 blocks of single family villas remains greater than 5,000 square feet. ■ Setbacks. The R-6 District establishes minimum setbacks that apply to the single family villa dwellings as shown in the table below. The site plan for the single family villas complies with the R-6 District setback requirements. Setbacks 85th St. ROW Private Drive Between Rear Wetland Buildings 65ft. 25ft. dwelling 25ft. dwelling 14ft. 20ft. 40ft. 30ft. garage 30ft. garage Exterior Building Materials. The developer must submit building plans for the proposed single family villa dwellings platted as detached townhomes in a unit and base lot configuration that are subject to the exterior material requirements outlined in Section 11-17-4.C.2 of the Zoning Ordinance: a. The exterior of detached townhome and two-family dwelling units shall include a variation in building materials which are to be distributed throughout the building elevations and coordinated into the architectural design of the structure to create an architecturally balanced appearance. b. A minimum of twenty five percent (25%) of the area of the front elevation of a structure, including the sides of an attached garage forward of the dwelling unit, shall have an exterior finish of brick, stucco and/or natural or artificial stone. Except for brick, stucco, natural or artificial stone, or cement or wood fiber board, no single elevation shall have more than twenty five percent (25%) of one type of exterior finish. d. For developments with more than three (3) principal buildings, the developer shall specify a minimum of four (4) color packages for siding, trim, and shutters with no color package used for more than thirty percent (30%) of the exterior finish for the total number of dwelling units. ■ Storm shelter. Section 11-17-12 of the Zoning Ordinance requires that any dwelling constructed with a slab -on -grade foundation is required to provide a storm shelter. The grading plan indicates that the proposed single family villa homes will all have a full, lookout, or walkout basement. No storm shelter would be required based on the information shown on the grading plan. Garage. Each single family villa dwelling is required to provide off-street parking for 2 vehicles. The City has required through the PUD -CUP that townhouse uses (and single family villa homes) provide a minimum garage area of 400 square feet. The developer must submit floor plans for the proposed single family dwellings that include a minimum 400 square foot garage. Homeowners Association. Platting of the proposed single family villas in a unit and base lot configuration requires establishment of a homeowners association to provide for ownership and maintenance of the common open space on the preliminary plat as Lot 8, Block 3; Lot 34, Block 4; and Lot 20, Block 5. The HOA will also be responsible for ownership and maintenance of the private drive within Block 5. Documents establishing the HOA must be submitted at the time of application for final plat approval and are to be subject to review and approval of the City Attorney. Single Family Lots. The preliminary plat includes 8 single family lots along the west plat line within Block 1 and Block 2. These single family lots are required to comply with the requirements of the R -4A District to provide a transition within the proposed development to the R-3 District single family lots to the west, which are shown in the table below: Min. Lot Area Min. Lot Width Min. Lot Depth Setbacks 851h St. Front Side Rear 18,OOOsf. 100ft. 150ft. 65ft. 35ft. 10ft. 20ft. 4 Lot 1 and 2, Block 1 are greater than 18,000 square feet in area, but do not meet the minimum 100 foot lot width requirement for interior lots or the 130 foot requirement for a corner lot measured at the front setback line. The width of the two lots together is just over 200 feet and is defined by the City parcel to the south and 87th Street to the north. The preliminary plat is to be revised to provide each lot a minimum width of 100 feet measured at the front setback line of 35 feet. Lots 1 through 6, Block 2 do not meet the minimum 18,000 square foot lot area. Lots 1, Block 2 does not meet the minimum 130 foot corner width requirement, but Lots 2-6, Block 2 are 100 feet in width required for interior lots. The width of the lots in Block 2 are consistent with the intent of the transitional lot requirements and may be allowed as part of the PUD -CUP for the preliminary plat. Lots 1-6, Block 2 are 140 feet in depth, whereas 150 feet is required. The paragraphs below detail the need to shift Parkington Avenue 40 feet to the east. Based on this change, we recommend that the preliminary plat be revised such that the lots within Block 2 are at least 150 feet deep. The width of Lot 1, Block 2 is again defined by the distance from the 87th Street to the north plat line. There is adequate building area within the lot in consideration of side setbacks to accommodate a single family dwelling. Commercial Lots. The preliminary plat includes 2 commercial lots abutting Parrish Avenue (CSAH 42) on the north and south sides of 87th Street within Block 6 and Block 7. The existing farmstead within Block 7 will continue as an allowed interim use as provided for by Section 11- 77-3.A of the Zoning Ordinance. The lot requirements of the B-3 District are shown in the table below and both of the lots comply with these requirements: Min. Lot Area Min. Lot Width ROW Building Parking 1.0ac. 200ft. 30ft. 15ft. Streets. The subject site abuts Parrish Avenue (CSAH 42) and 851h Street. There is also an existing segment of 87th Street to the west line of the subject site. Parrish Avenue is designated as minor arterial street by the Transportation Plan. The preliminary plat provides for dedication of 15 feet of right-of-way for Parrish Avenue (CSAH 42), which is subject to review and approval of Wright County. Direct access to Parrish Avenue (CSAH 42) is not allowed and the only street intersection will be at the existing signalized intersection at 87th Street. The developer will be required to construct the west leg of 87th Street to mirror the east leg of the roadway with through and right/left turn lanes. A bituminous trail is shown on the south side of 87th Street between Parrish Avenue (CSAH 42) and Parkington Avenue. The preliminary plat must be revised to provide a 5 foot wide sidewalk on both the north and south side of the roadway consistent with the east leg of the Parrish Avenue (CSAH 42) and 87th Street intersection and as required by Section 10-8-5.D.2.b of the Subdivision Ordinance. 5 The Transportation Plan designates 851h Street as a major collector street. No additional right- of-way is required for 851h Street. No sidewalk or trail is to be required on the north side of 85th Street as there is an existing trail on the southside of the roadway. Section 10-8-5.B.4.c limits intersections to major collector streets to 500 foot intervals. The access locations to 85th Street are set at Parkington Avenue and Park Avenue within Stonegate Estates to the south of 85th Street. Parkington Avenue may be limited to a right-in/right-out intersection in the future. Parkington Avenue within the subject site is to be constructed as a commercial roadway. The proposed right-of-way is to be an 80 foot wide with a 46 foot wide street. The preliminary plat illustrates a 10 foot wide bituminous trail along the west side of Parkington Avenue. The proposed trail is not required as one will be required to be constructed along Parrish Avenue (CSAH 42) at the time Block 6 and Block 7 are developed. The preliminary plat must be revised to illustrate a 5 foot wide sidewalk on both sides of Parkington Avenue from 85th Street to the north plat line as required by Section 10-8-5.D.2.b of the Subdivision Ordinance. The right-of- way for Parkington Avenue needs to be shifted 40 feet to the east at the north plat line so as to provide for future extension to the north to intersect 88th Street. Shifting the right-of-way 40 feet to the east will minimize the need to acquire right-of-way from multiple property owners for the street extension. Park Avenue, 86th Street, 87th Street (between the west plat line and Park Avenue), and 881h Street are to be constructed as local streets having a 60 foot wide right-of-way, 28 foot wide street, and sidewalk on one size. The proposed street section is consistent with the provisions of Section 10-8-5.B.1 of the Subdivision Ordinance and Engineering Manual. The preliminary plat provides 87th Street east of Park Avenue as a cul-de-sac. The preliminary plat is to be revised to designate the cul-de-sac street as "87th Court" in accordance with Section 10-8-5.B.13.a of the Subdivision Ordinance. The length of the cul-de-sac is 280 feet. The turnaround of the cul-de-sac is a 60 foot radius for right-of-way and 50 foot radius for the street. The design of the cul-de-sac complies with Section 10-8-5.C.2 of the Subdivision Ordinance. The proposed cul-de-sac is not required to have a sidewalk as stated by Section 10- 8-5.D.2.c of the Subdivision Ordinance. Access to Lots 6-14, Block 5 is provided via a private drive. The private drive is in the form of a cul-de-sac extending 255 feet from 86th Street. The private drive is designed with a 28 foot wide section. The cul-de-sac turnaround surface has a 50 foot radius. City staff recommends that the preliminary plat be revised to provide the private drive as a City street. The developer will work with City staff to determine the minimum right-of-way width and appropriate street design for a cul-de-sac street in consideration of the proposed detached townhouse type development. There are 5 guest parking stalls off to the north of the cul-de-sac turnaround for the 9 dwellings accessed by the private drive. The guest parking stalls are dimensioned at 9 feet wide by 20 feet deep consistent with the requirements of Section 11-21-7.A of the Zoning Ordinance. The construction plans for the guest parking stalls must be revised to include perimeter concrete curb as required by Section 11-21-7.D of the Zoning Ordinance. I Section 8-8-4 and Section 8-4-5 of the City Code outline street light requirements for the proposed preliminary plat. High mounted cobra style lights are to be required at the intersections with Park Avenue and Parkington Avenue. Low scale light fixtures are required at local street intersections, the dead end of 87th Court, and at the midpoint of blocks longer than 900 feet. With Parkington Avenue and 87th Street between Parrish Avenue (CSAH 42) and Parkington Avenue abutting the commercial lots, decorative low scale fixtures are required to be installed every 150 feet along the sides of each street. The developer is responsible for the cost of installation for all light fixtures at the time of final plat approval. Landscaping. Section 11-19-2 of the Zoning Ordinance requires preparation of a landscape plan for all areas not occupied by buildings, streets, or driveways within the preliminary plat. No landscape plan has been submitted and is required to address the following: ■ Section 11-19-2.B.1 of the Zoning Ordinance requires single family lots to be provided at least 2 trees per lot. The builder for each lot within Block 1 and Block 2 will be required to install 2 trees per lot at the time of construction. Section 11-19-2.B.2 of the Zoning Ordinance requires a landscape plan for the single family villas within Block 3, Block 4, and Block 5. The landscape plan must provide for plantings at the perimeter of each block, the foundation of each dwelling, and at the of the guest parking stalls. ■ A landscape buffer yard is required to be provided within the yard of Block 5 abutting 85th Street in accordance with Section 11-19-3.B of the Zoning Ordinance. City staff also recommends that a landscape buffer yard also be required to be planted within the yard of Block 3, Block 4, and Block 5 abutting Parkington Avenue to screen the commercial uses and traffic to the east. ■ The types of proposed trees and the sizes of trees to be planted in must be accordance with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance. ■ An irrigation system must be provided for the common base lots within Block 3, Block 4, and Block 5 as required by Section 5-2-3.C.1 of the City Code. 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. School Knoll Park and Otsego Elementary are located to the south of 85th Street, which provides for a neighborhood park serving this area. Park dedication requirements of Section 10-8-15 of the Subdivision Ordinance are to be satisfied as a cash fee in lieu of land to be paid at the time of final plat approval. 7 Grading Plan. The developer has submitted grading and drainage plans for the proposed preliminary plat. The grading plan includes stormwater basins within Block 5 and Block 7. The preliminary plat is to be revised to include these stormwater basins within outlots that are to be deeded to the City for long-term maintenance in accordance with Section 10-8-12.D of the Subdivision Ordinance. All grading, drainage, erosion control issues, and any wetland impacts are subject to review and approval by the City Engineer. Utility Plan. The developer has submitted utility plans for extension of sanitary sewer and water utilities to serve the proposed lots. The utility plan must make provision for sewer and water stubs needed to serve the City owned parcel at the corner of 85th Street and Park Avenue to include connections adequate for a possible fire station or subdivision of the lot into three single family lots. The developer will be required to pay the Sewer and Water Availability Charges in effect at the time of final plat approval. All utility plans are subject to review and approval of the City Engineer. Easements. Drainage and utility easements are shown to be dedicated at the perimeter of all of the single family lots, both commercial lots, and over stormwater facilities as required by Section 10-8-12.A of the Subdivision Ordinance. The preliminary plat is to be revised to dedicate drainage and utility easements over all of Lot 8, Block 3; Lot 34, Block 4; and Lot 20, Block 5, which are the common area base lots for the single family villa dwellings. All drainage and utility easements are subject to review and approval of the City Engineer. Phasing Plan. The developer has submitted a proposed plan for phasing development of the subject site summarized in the table below. Phase 1 includes construction of access from Parrish Avenue (CSAH 42) via 871h Street and a segment of Parkington Avenue, as well as the connection to 87th Street within Country Ridge. 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 8 single family 31 single family villa 2 28 single family villa Commercial TBD RECOMMENDATION The preliminary plat for Parrish Meadows is consistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications subject to the conditions outlined below. POSSIBLE ACTIONS Decision 1— Zoning Map Amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site from A-1 District to R-6 District and B-3 District based on a finding that the request is consistent with the criteria outlined in Section 11-3-2.F of the Zoning Ordinance. 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 — PUD-CUP/Preliminary Plat A. Motion to recommend City Council approval the Parrish Meadows PUD- CUP/preliminary plat, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. The preliminary plat shall be revised such that Block 1 and Block 2 of the preliminary plat comply with the following lot minimum lot requirements: Min. Lot Area Min. Lot Width Min. Lot Depth Setbacks 851h St. Front Side Rear 14,350sf. 100ft. 150ft. 65ft. 35ft. 10ft. 20ft. 3. Block 3, Block 4, and Block 5 shall be subject be subject to the following lot minimum lot requirements: Min. Setbacks Lot Area/ 85th St. Local ROW Private Between Rear Wetland Block Drive Buildings 5,000sf./du 65ft. 25ft. 25ft. 14ft. 20ft. 40ft. dwelling dwelling 30ft. 30ft. garage garage 4. Block 6 and Block 7 of the preliminary plat shall be subject to the lot and setback requirements as applicable to the B-3 District. 7 5. Single family villa dwellings within Block 3, Block 4, and Block 5 shall comply with the following: Use of exterior materials as outlined in Section 11-17-4.C.2 of the Zoning Ordinance. Minimum 400 square foot attached garage. C. Provision of a storm shelter for any slab -on -grade foundation as required by Section 11-17-12 of the Zoning Ordinance. Documents establishing a homeowners association for ownership and maintenance of Lot 8, Block 3; Lot 34, Block 4, and Lot 20, Block 5 shall be submitted with application for final plat approval and are subject to review and approval of the City Attorney. 6. All street right-of-way, design, and construction plans, and street lighting shall be subject to review and approval of the City Engineer, and the following: Right-of-way dedication for Parrish Avenue (CSAR 42) shall be subject for review and approval of Wright County. b. A 5 foot wide sidewalk shall be constructed on the north and south side of 87th Street between Parrish Avenue (CSAH 42) and 87th Street. The right-of-way for Parkington Avenue shall be shifted 40 feet to the east at the north plat line. d. A 5 foot wide sidewalk shall be constructed on the east and west side side of Parkington Avenue from 85th Street to the north plat line. e. The 87th Street cul-de-sac shall be designated at 87th Court. The preliminary plat shall be revised to provide the private drive off of 86th Street as a public street with right-of-way and street section design subject to review and approval of the City Engineer. g. Street lighting shall be installed as required by Title 8, Chapter 8 of the City Code. 10 7. A landscape plan shall be submitted as required by Section 11-19-2 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator, and: Single family lots shall be provided at least 2 trees per lot at the time of construction. b. Block 3, Block 4, and Block 5 shall provide for plantings at the perimeter of each block, the foundation of each dwelling, and at the of the guest parking stalls. C. A landscape buffer yard shall be installed within the yard of Block 5 abutting 85th Street and within the yard of Block 3, Block 4, and Block 5 abutting Parkington Avenue in accordance with Section 11-19-3.B of the Zoning Ordinance. The types and sizes of proposed plantings shall comply with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance. An irrigation system shall be installed for the common base lots within Block 3, Block 4, and Block 5 as required by Section 5-2-3.C.1 of the City Code. 8. Park dedication requirements shall be satisfied as a cash fee in lieu of land to be paid at the time of final plat approval in accordance with the fee schedule then in effect. 9. All grading, drainage, and erosion control issues shall be subject to review and approval of the City Engineer, and: The stormwater basins within Block 5 and Block 7 shall be platted within outlots to be deeded to the City. 10. All utility issues shall be subject to review and approval of the City Engineer, and: a. The utility plan shall provide sewer and water utility connections to the City parcel west of Park Avenue to serve both a single use or potential resubdivision of the lot as determined by the City. 11. All easements are subject to review and approval of the City Engineer, and: Lot 8, Block 3; Lot 34, Block 4; and Lot 20, Block 5 shall be overlaid by drainage and utility easement. 11 B. Motion to recommend the application be denied based on finding that the request is inconsistent with the Comprehensive Plan and does not comply with the requirements of the Zoning Ordinance, Subdivision Ordinance, and/or Engineering Manual. C. Motion to table. C. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer William Hass, WH Diversified Lynn Caswell, Landform 12 nnZ3 co c� •co 42 01ll � ��' �� /� � ,� a � 1. � • -------- A I iI 1\\ ✓�_ ti\ b 100.0' i1 1, _ � G . 1-'ari11110 �`✓ i I I � I �::ol 4p I LLS- I+f8i811ff1 dP Ow _ M � � ` I {, �S•, o � •� . 61;;IIIINII�1fHl _ ,a- —.- � --.-✓ �k � V -- - r- "� I � ' kj o m . ,• _ 1114 ' iHl(({0 0 i T \ � ; ; � ; �� Ell Rif IHP,1: 6!1, If 7i Y -All If 01I 11191HHI If 96 tior� I� r Alk 71, — 111 C J 'I T L- I � IIS - �� p�,q[iC W I IL' M a�OeCCt u Z m i.LJ OR Q + C K-IKV l''V /f!'�' ,� p �/ �•I`Ol�ty[y'\ '1 ov _ r ��I .� �((� 6!��I g N� co Os Irl -. ice-•snM'coI ` C� i t� s _, _ - ..� l �✓I LJ I Otuu A.a QU NORTH N o SCALE D ABBREVIATIONS MBI. - LB, pound & Md LOU L ... I Govnnmanl Got ® N LB, P. d IOOYR. 100Year Flood EI.Y.U. LB, L.pAurBhel A.B, Ancha Bob LT. Light l Ughlinp AD, Ana Drain MAINT. Melotenance A/C AI,C.dAi.Mg USR MAS, Mec.ry ADD, Addendum MATL. Noted.] ASDL Additional MAX, Mae', ADJ. Acla,.M l Adjust MEcH Mach.nical AHU M Handlog Gas MED, Medium ALT. Almost.Alema AUG. Menufaduf ALUM. Al..min MH Menhde ANOD. ModB.6 MIN. Mlnkram l Shaul. APPROX ApprmMala MISS, Mlss.ianevua ARCH AUTO, AchNed l Ardh.du l A.1 -alk MNOOT MoD. Minn.sda Depedmenl Of TI.nspatMl. Module l Module( AVG, AvaGg. MUL. Murton 8.C. Beck d Curb N. Nath SNV Solan d Wal N.I.C. Nd in C.U.d BFE Baumanl Floor Eleven. No, OR 8 Number BIT BAuminous(Asphallc) NOM Nanhel BLDG Buldng NTS Na to.cele BM B.chmnk NWE Namel Wd.r El..U. SENT. Besamenl NWL Namal W.ter Level C.F Cubic Fast O,F. GO center c.F.', WNc Feel Pala d O,G, Wldde OMancl. C.Q. comer Guard O,H. OYemeed Eleddc C.I. cakd Joint OH. ".rheed CA, cehlnine OHWL Ordloary High Water Laval C.M.U. e.ade N•e.ry Wit OPNO, openloa C.O, cleenoul GRID, original C,O.E. U, S. Amy caps Of Engineers P,C. Pohl of CU_Iure C,Y. eubk Yet" P.I. Palaler.edlah hl d c6 [etch Sash PIV Pool hdkda Valve caMH Ca10 Bash Mahal. P.L. OR PA Pfopedy I;. CEN, Cement P,O,B, Pohl of 8.0lnnMO CIP Ceat k. pipe P,S.F. Pounds Par Square fool CNP Cavupaled Metal Plp, F.B.I. Pounds Par square Inch CONC, C.O.I.(P.Mnd) P.T. Poktl of Tangency CONN. C.n.dl. P,V.C, Panl of Vedlcel curve" CONST. C.aWdi. P.V.I. Print d Va01ce1 hlnaadlm CONT. Call'..' P.V.T. Panl"Vedical Tangency CONTR. C.Uada PE Poyelhyl.. COP, Copper PED, padaoNllP.d.Mdop cu, Cubic PERF. P.daaled D,6, Down Spout PREP. Preperenam DEG. Degree PROJ. Prolecl DEMO, Danall. l D...I,h PROP, Fr.pmed DEPT. Depedmenl PVC Pdj�VIS+Chlalda(P4*91 DET. Bd•1 PVMT, Pavanml DIAOlamelar OTR. aueder CIAO. DIaa.M aTY, Quantity DIM, oMendan R Radius DIP )udle k. pipe RAD, Radius ON Down RE RM Elovell. ICesting) DWG. Drawing R.D. Rod Grein E. EastR.E. Remove Existing E.J. Eep.nel. J*I R.O. Rough Openina E.0, Emngency OV 4- R.P. Radius Print E.O.6, Emergency Ovnluw 6Wala Re Relnlaced Calerele pipe E.W. Each Way R.6. Rough Map EA Each EL. Ehoralon Rao Rad Slam Groh ELEC, El.ddcal RE. Regrading ELEV. EMvafl. REINF. Rahlaced EMER. .n Emnery REO'n Raqukad ENGR. Engin n REV. Revision l R.Asad ENTR. E"nnce RGU Reelay Govemmenl Unit pul EO, Equal ROW OR RAV Right d WayEQUIP. Equyun.al s. 'adh EQUIV. Equ1y.1.1 S.F. Gquare Fed EXIST. EAmIng SAN, aant•ry Sewer EXP. Eepand. SECT. Seth. F 81 Furn2sh end Ins1e1 BE SPIN Entry ISM. Est F.B.O. Furnished by Doha. SEWO eple Entry Walk Out ISlde Eeb Welk Wl F.C. Face"cum BHT. Sheol F.D. Float Drain ETM, SMIn F.D.C. Floe Daparlmanl canedlan SLNT. Se.Mnl F,V, Field VerHy SPEC, sped/cellan FB Ful Basement s0. Squat. FBWO Ful ee.ema0: Welk 0.1 660 6ubsudac. drain FBLG Ful R•.ement Look Out 'TMH fila. sewer Menhde FON, Found•tl. STD. Stood. FES Read End Sedl. STRUCT. haruat I FFE Finlshed Floc Elevatlan SYN. symmdrkal FLR. Floa T Thlckne.. FT. OR(T Fad T/R TIP "Ruin FUT. Fdun TINY Tap"Wel G,R. Gfade Break TEMP, T.mpaly G,C, G.heral Canada THK. Thlck/Thlckness GAL. Gala T.J. Taded Joint GALV. 6 l anued TNH Top NUI HYdnM G" Ganga Fina Revell. TYP, Twlcal GL. Glens U.N.O, Unless Noted Olherwiss GR. Orad. V,S, V.pa Bader H. Haight V.C. V.,111.1 Curve H.P. High Pan" V. LF. V.;Ry TO Field HDPEP High D.sNypdyethylene Pipe VER. Verity HGT. Haight VER. Vemcq HORi2, HaM.td VEST. V"fibule HVAC Naming, Vanllellam Ali Cl.ing W Width HYD Hydanl W,PT. WakbnOPahl I.e. Indde DMancta OR ld,rif lullan W.W.F. Welded Wk. Febdc LE. a IE Inv.d EIZHat WI With IN. OR 1-] loahac W/ -Without INFO. Won all. WO Walk Out INL. Wall BevU. VER. Wet.nd INSUL. WP W-1-IFI-edsdaU. WelerFroNV, Inved CHevali. WETL. Watch( JT. Jdnl VD. Vaud LF. Linn, Fed YR. Yen L.P. Law Pool I Liquid Pehgleum 9 on �4& 13V MELTH - Al OTSEGO, MINNESOTA NEEM11111111-- EXISTING DESCRIPTION NEW DESCRIPTION F-10 'A 234 �I .9.6Taaas � {�6\Viii�l� — OE - - UT- - Fa - - UE — III —XX— H,EIGHT, TYPE O 0 k F— O b ❑T y LT N MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION BUILDING CANopYIOVERHANG CONCRETE BITUMINOUS LANDSCAPING GRAVEL PAVING BLOCK PAVING BLOCK STORM SEWER LINE SANITARY SEWER LINE WATER MAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC UNDERGROUND ELECTRIC GAS LINE CONCRETE CURB FENCING RETAINING WALL SET 172' X 14' IRON PIPE IRON MONUMENT FOUND SURVEY DISK (BENCHMARK] POWERPOLE GUY WIPE GUARD POST GAS METER TRANSFORMER WATER SHUT-OFF VALVE TRAFFIC SIGN FLAG POLE LIGHT POLE TREES TREE LINE MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE FLARED END SECTION MAILBOX NOTENUMBER MEASURED DISTANCE DISTANCE PER RECORDED PLAT SOIL BORING ��'I7D �•./r X173.45 u�— 8 Cy ET -0 I.Oau 9- //FES aa�6T6aa�»�Oa RIPRANN _&AN_> —FM- —RD—_ a64TE 1VTR VALVE HYD �FIRE�a� B p h a�ICa9D — - - —GAS- — — - - —ELEC— — - - —TELE- — — - - —CAN— — — MAJOR CONTOUR MINOR CONTOUR SPOTEIEVATIDN BUILDING CANOPYIOVERHANG UNDEROROUND STRUCTURE CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD RAL CONCRETE RETAKING WALL MDOULAR RETAINING WALL FIELDSTONE RETAKING WALL ENTLOCATION LIGHT STANDARD POWER POLE SLOPE DIRECTION CATCH BASIN MANHOLE BOLLARD STORM SEWER SANITARY SEWER -WASTE FORCE MAIN ROOF DRAIN SYSTEM WATERMAIN FIRE LINE OF SEPARATE) FIRE DEPT, CONNECTION SOIL SUBDRAIN GAS LINE -UNDERGROUND ELECTRIC•U N DERGROUN D TELEPHONE -UNDERGROUND UNDERGROUND CABLERV LAWN SPRINKLER SLEEVE SYMBOL DESCRIPTION SILTFENCE COMPOSTISIO LOG I\ INLET PROTECTION Southwest unlet a2 the Nadhaasl OuadO, In Sacfla Twenylwo (22), Township ane Huadrad TwSnlVane (121), Range T*mWhree 123) eec.pl the South 40 feel Mated. Sad .... Pt Thal pad dthe SamhwaM Wader"the Nath.ast Ouader d S.dl. 22, Township 121, Renga 23, Wright Counly, Mhnesole, desca.d os beginning sithe htaf.adioh "the west Ilna d sold s.Ahwast Ouarlar of the Nathead W eller with a Ina 40.00 fed d path end Fatalist with the south Ione d sold southwest Ouaderdlha N.heesl 11 e.Tl r;th.cen.h.rly SIMS Sold wed line 396.50 feel; thence aasledy parallel wain the cath One d cold'oulhwest Quarter of the Natheaal Wader 234,34 fed; ihence aauthery parelel wth the west be d Bald sothwed Wader of the Nenheasl Ouarler 396.50 feat lathe path Ina "the %oulh 40.001,0 dsaid Southwest aueder of the Northeast Guider, Meats weatery along sold n.h IS, 234.34 feel to the panl d beglonlog, TOP NUT OF HYDRANT- 250 FEET SOUTH OF87TH STREET HE. ALDO THE WEST SIDE OF PARRISH AVENUE HE. ELEVATION -867.63 IIIIMI WH DIVERSIFIED 24135 TOOTH STREET ZIMMERMAN, MN 55396 TEL 612-437.6129 CONTACT: WILLIAM HASS CML ENGINEER SURVEYOR LANDFORM LANDFORM 510 DODGE AVENUE 105 SOUTH FIFTH AVENUE, SUITE 513 ELK RIVER, MN 65330 MINNEAPOLIS, MN 55491 TEL 612.631-0751 TEL fit 1-21"111 FAX 'I M524017 FAX 512.252-0077 CONTACT: ROSS ABLE CONTACT:LYNN CASWELL CIVIL SHEET INDEX & REVISION MATRIX cO,t DRAWING SYMBOLS SYMBOL DESCRIPTION E) NOTE REFERENCE 17 PARKING STALL COUNT c 3 1 LARGE SHEET DETAIL G21 COORDINATE POINT C0,4__ REVISION- ADDENDUM, BULLETIN, ETC, 'X! c3,1. _. '�. REVISED AREA (THIS ISSUE) c3,2 _. PRELMINARYGRADING fry.ANaEROSION CONTROL Southwest unlet a2 the Nadhaasl OuadO, In Sacfla Twenylwo (22), Township ane Huadrad TwSnlVane (121), Range T*mWhree 123) eec.pl the South 40 feel Mated. Sad .... Pt Thal pad dthe SamhwaM Wader"the Nath.ast Ouader d S.dl. 22, Township 121, Renga 23, Wright Counly, Mhnesole, desca.d os beginning sithe htaf.adioh "the west Ilna d sold s.Ahwast Ouarlar of the Nathead W eller with a Ina 40.00 fed d path end Fatalist with the south Ione d sold southwest Ouaderdlha N.heesl 11 e.Tl r;th.cen.h.rly SIMS Sold wed line 396.50 feel; thence aasledy parallel wain the cath One d cold'oulhwest Quarter of the Natheaal Wader 234,34 fed; ihence aauthery parelel wth the west be d Bald sothwed Wader of the Nenheasl Ouarler 396.50 feat lathe path Ina "the %oulh 40.001,0 dsaid Southwest aueder of the Northeast Guider, Meats weatery along sold n.h IS, 234.34 feel to the panl d beglonlog, TOP NUT OF HYDRANT- 250 FEET SOUTH OF87TH STREET HE. ALDO THE WEST SIDE OF PARRISH AVENUE HE. ELEVATION -867.63 IIIIMI WH DIVERSIFIED 24135 TOOTH STREET ZIMMERMAN, MN 55396 TEL 612-437.6129 CONTACT: WILLIAM HASS CML ENGINEER SURVEYOR LANDFORM LANDFORM 510 DODGE AVENUE 105 SOUTH FIFTH AVENUE, SUITE 513 ELK RIVER, MN 65330 MINNEAPOLIS, MN 55491 TEL 612.631-0751 TEL fit 1-21"111 FAX 'I M524017 FAX 512.252-0077 CONTACT: ROSS ABLE CONTACT:LYNN CASWELL CIVIL SHEET INDEX & REVISION MATRIX cO,t TITLE SHEET �X!_ I _, C0.7 . . CO,d_ _ IND EX SHEET A PHASING PLAN PRELMINARYPLAT IX I _ I C0,4 _ _ PRELMINARYPLAT, . _._ tX l c0,b _- _ PRELIMINARY PLAT _-_-- ._I AXI C0,4__ PRELIMINARY PLAT 'X! c3,1. _. PRELMKARYGRADING PLAN A EROSION CONTROL _. _ IX1 I_I.. I_. c3,2 _. PRELMINARYGRADING fry.ANaEROSION CONTROL X C3-3 PRELMINARY GRADING PLANA EROSION CONTROL IIt �. C3A._. PRELMINARYGRADIN PLANA EROSION CONTROL XI ._ Gout__ PRELIMINARY UTILITY PLAN__ CA7_... PRELIMINARY -UTILITY PLAN _ _ % I F C4.3. _ PRELIMINARY UTILITY PLAN -,XL_ IVL DEKTALSIIILfTY PLAN_._ cG. ate _-. Glx, . ( i... WH DIVERSIFIED WILLIAM HASS 24735109TH STREET ZIMMERMAN, MN 55398 TEL61]l DMI 20 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA an ki [Nga£n fan ere 6Iw hGrDgY DA.E U.�d InEVdOX RF\Ew RYNnN �nF< %XF�FIs%< XF% CERTIFICATION � �Er�� wMEi raivanr�pAEmnoou�FlvdaW F�im.Enr nEwr9lrvumD Imrayap AVepa^Mrn.REA4 comm tt.E Er,gxw h.xaEn %oarpeunotainnA 3LJE31\AITTAL DATE a • L A N D F O R M From Site to Finish ® 0 105 Soulh Fifth Avenue TO 612-252-9070 Suite 513 Fax; 612.252-9077 Minneapolis, MN 55401 Web: lendtorm.net FILE NAME 0001WHS005.dMig PROJECT NO. WH5160a5 TITLE SHEET 'ILEI I i23 1 /,..., r ! L"'�-7 G...d 1.:_-J -i r_> t _1 l�'.V :I C..:.7 E II Fy �.i .-. �a ��;A F,.,A 4>�� L.,.,3 I�-d �! L.,=1 F.�-:.Li L Lc.:r, ee 3 1,.7 �-. i � :% k � t L"� v" 569°49'12°W 1276.14 F — — — — — — I r— � / 1 6 I I 1 1 2 3 4 5 8 7 FUTURE PHASE I c0 ENLARGED Pur I COMMERCIAL i L._ i PRELIMINARY P 5 LOT 1 zoo - I sa az6 ur / I aAll I I ti BLOCK 6 1 � � 1f 2 1 / Lh� �� — — — -- -- — t= , ENLARGED CS (p .1 r —,I "D ` ` I I 1 ilJ .c_ (!) C32 ENLARGED PRELIMINARY k4 �� 1 1 111 h - PRELIMINARY GRADINGPLAN t I I 1 ,i 1 _ 7n ' rl L.1 f GRAOING PLAN 1 4 1 1 1 Z 1_ -------- I' IU �J i 5 6 7 8 9 10, 11 1 ,1_— --------- ---------- I _ — t C 2 ENLARGED ENLARGED try PRELIMINARY PRELIMINARY 1 �� ( ��+ !f �� _.-.— I I 1 I I 67TH r UTILITY PLAN u LRY PLAN I i 4 INtE.'ET j� I 1z 13 14 a �J7TH STREET N.E. 1 10 p !' LL = J J 3 I t5 . �' T---;1--------------------- G. 2 �1� — -- --- — i � I 11 m i! J cI I 2 1 134 / 111116 1 I t I 1 11 11 — 1 a 7 i 17 1 I1 I ( I t J i '•' , 1 la kEtj, OT tk `1 1 �2 n20 Tia, - 22 3 23 • 3 1 FUTURE PHA 30 2 COMMERCIAL .. jw 1 28 LOT 1 n t t t a 27\ i'-' t'a.I d, o Ba'T L 1 1 25 �� I ?Do ? i I LIJ j 'v , 2 � I I ENLARGED� C05 f \ �W-----JJ �/ I I i I I I� c06 ENLARGED LI 1 1 I OUTLOT E $ I PRELIMINARY PRELIMINARYl t 1\\t"� L 1B I I 1J 11 PLAT PLAT hH :. 101 $68°59'33"G,.234.i1 - _ 1B 11 18vj — ::: 1 i _ r 20 t [] ENLARGED j` f ii: PRELIMINARY ENLARGED c33 f 2 1 F \ 14 I� / t l3•___ ____ _ (GRADING PLAN PR LY (1 5 t t / _; -- I' GRADINGPLAN \� _ D I �{ O / I _ _ 1 �n 1 ()T JE, .i () f'lf't E: t 4 �\ 13 f ! I, //"' ,.[D�� ENLARGED 6 q T ��4} t / PRELIMINARY ENtMGEO C.3 F- ,IS 1 T1`1',' UTILITY PLAN cT PRELWINARV 4 1 Id,) I E.; ,.. , ,1 3 20 6 12 1 ! uTLP PLAN _ n I ADDITION m r 2 7 I f // 1 N� OUTLOT C v I I)t.ocH: 1° l I BLOCK B 1 I LOT 1 8 10 I // 41(x' a 4 4 1 TRAN6M9NoNW7E 10 PEP aDo No.76921e EA ------1 < --- '� 889°59'33' 19 8,6 — — — —y— — — — — — — — — —85TTi STf3f:EJ I — — — — — — — — — — — — — — u o 1 () fl. ka OUTLOT D 1 (;{ii°li�lE:R(ai�, t. 1 1 ' OAT a w _ [�. (. I I - It to �( f 3 ?iTOPlE_G,%�,TE ca [ ,•)r,;E.,. T.i I OtfE U TE. L ,iTP L: 4*. " :r TF I I T,,% T ` tarot w ,,., e , r T h„� a , 1 I;. zu , a ., a .' ., "A Iz e::l JA �_I r,� ,t r, —,i S I I CIVIL ENGINEER SURVEYOR LANDFORM LANDFORM 5so DODGE AVENUE 105 SOUTH FIFTH AVENUE, SURE 513 ELK RIVER, MN 55330 MINNEAPOLIS, MN 55401 TEL 612.636-0751 TEL 612.2524070 FAX 612.752-0077 FAX 612.752-6077 CONTACT; ROSS ABLE CONTACT: LYNN CASWELL LEGAL DESCRIPTION emthw.d On.de, of lha Nalheeal Ouadel, In Sedlm TwentY4wo (221, Tmmshlp One Hundred lweny-ona (121), RanOe Tweny4bi-a (23) except the South 40 feet IhareoL and.—PI That pad of the Southwest Ou Mer .f the Nulhead Mover of 6adlon 22 Township 121, flen6e 29 1Wlphl Count' Minneeole d.acrbed ea beginning el the YtlelceMim of the weal Ino of ..to Southw..l Duc11e1 of the Noob—I Dust., whh a ane 46,66 feel north aI and P-1.1 wkh the south 0. of sold 6ou1hwed Cued., .11h. Nath..M Quads,. thence nolh.dn Mm0 said west line 39650 (..Ithence..at. y Perdel wah the .oulh Ino of saki 6oulhweM oile11e1 .f the Nutheesl C l.de12304 feat Iheece -Ahwty pea.1.1 whh the ,.din of add Smlhwesl Quarter of the Narlheasl matter 396,50 feel lathe nodh Ina of the south 40.00 feel of geld B.othw.al Duane, of the Noah ... I Cueder, thence weal.ly to a.Id nodh Me 234,34 feel I. the pdnl of bepNnine. t L], ENLARGED AREA AND SHEET REF EflENCE a� PHASING SHEET NO, DESCRIPTION CO i - _ TRLE SHEET C0,2 _ INDEX SHEET& PHASING PIAN _ ca3-cos _- PRELMINARYPLAT C3,1-C3A _ PRELNINARY GRADING EROS ION CONTROL CIA - CIA PRELI,NNARYULLITY Cbt_-cls _. CIVIL DETALs . _.. _. Q 0 KnoW Whorl BeloW. call i1 t4 YW oil. I vigus, . WH DIVERSIFIED WILLIAM KASS 24735100TH STREET ZIMMERMAN, MN 55300 TEL41341MIll PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA canAc, D,ciam ron xry waw Id lwr I==ere lnry3w aflEa R"fMnll rUXA x<uFR':Ot ,r{I( i-Y�AnFF ILOn IpF [wFC l /6Cv Avf M, ,lcuc>W; , eu, �roi. N srrom r a,surru�.b ,ala,aaavun0awcrn.wrul c.mAcr 1 .rA a,.uro,e.r A.DmnAt 00aueura SUBMITTAL DATE L A N; F O R M karfl Slteto FlnM 0 0 105 South Fifth Avenue Tel: 612.252.9070 SOHO 513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME PSITEWHSOM.dwg plftl!e rr INDEX SHEET 8 PHASING PLAN n �. PID. 118052942010 15415 1814 IT HE OWNER; cOnY A B1EHR A ELILY A RGGER9 4 Pb: 116052067060 E / 8747 PARELL AVENUE NE / OWNER;TOIBHLL / / / i 19 7 PR 118052001070 1721 PARELL AVENUE NE OVMER: JEREIIM4 8 ALYSSAOOTE 1 RD. 118052802010 1114 PARELL AVENUE NE OWNER: EVAN J. HOWELL g 87TH , flTfififii ° I -------------I I F ---I — — I I I II 6 i I AREA= 14,35060 F . T. II I I I L F I— i I II I b I I I AREA= 14,35060, FT. I !in LL ------ = - F___�Y �I MEA -14,35060, FT. I� 4 I I LTJRII-- I [=�O � I J lm 3MFA=14,350 80. FT. I I II I I I LL II jl I I MEA -14.355 60. FT. I IL — — — — H 11 I 11 AREA- 17,152.0. FT. 1 `I I 1 L— N0: 111500211747 I 15515 GOTH IT HE OWNER: RODE" D, AIBOLO 809a4912eW 1279.14 SEE SHEET C0.5 ENLARGED PLAN LEGAL DESCRIPTION .. . S4uthweal Ouedar dlha NWheesf OuaNet, In 6801m TWenly4wa (221, T—hp One Hundred W H DIVERSIFIED lwantt.ne 021), Range Tw IV4hIs. 123).... P1 the South 40 feat Ihosof. / and. .pl WILLIAM HASS COMMERCIAL AREA =675,856 SF. (15,5AC,) 24735100TH STREET Thal pan! d lho Southwesl Cuader of tha Nalheast Ouodar of 6adlm 22, Township 121, Range 23, Whtghl ZIMMERMAN, MN 55398 county, Minnesota, desaNed as beglnning at the M.tsedl4n d the wesl ln. of geld64Nhweal Ouster d TEL 112-/87-1120 the Nodhaast Ountar w8h slams 40,00 fed hath d ohd parallel weh the south Ina of s.1d Southwesl ha.s in�L[,awUM rnxw Cuader of the NWhead Gulden Nance nalhally elms sold weal Ina 386.5014.1; Ihence eetledy parallel xoran 2ax:< Raxmxr ;u2r weh the ..Ih Ina al aaM 8outhwesl austlar dths Nwiheed Cuader 294.94 feel; thence .aalhwIy pastel VMh Ne wed Una d sold Southwest Ouadar dlhe Nalhaast Guano 306,50 fad to the nMh line of the South 40.00 feel of cold Soulhwasl Ouarler d the Halheasl Oueder; thence westerly.Iwa sold hath Me / 234.341..11. the point of beOinnMO• / m 3 n aJ 1 RD. 118052802010 1114 PARELL AVENUE NE OWNER: EVAN J. HOWELL g 87TH , flTfififii ° I -------------I I F ---I — — I I I II 6 i I AREA= 14,35060 F . T. II I I I L F I— i I II I b I I I AREA= 14,35060, FT. I !in LL ------ = - F___�Y �I MEA -14,35060, FT. I� 4 I I LTJRII-- I [=�O � I J lm 3MFA=14,350 80. FT. I I II I I I LL II jl I I MEA -14.355 60. FT. I IL — — — — H 11 I 11 AREA- 17,152.0. FT. 1 `I I 1 L— N0: 111500211747 I 15515 GOTH IT HE OWNER: RODE" D, AIBOLO 809a4912eW 1279.14 SEE SHEET C0.5 ENLARGED PLAN LEGAL DESCRIPTION .. . S4uthweal Ouedar dlha NWheesf OuaNet, In 6801m TWenly4wa (221, T—hp One Hundred W H DIVERSIFIED lwantt.ne 021), Range Tw IV4hIs. 123).... P1 the South 40 feat Ihosof. and. .pl WILLIAM HASS COMMERCIAL AREA =675,856 SF. (15,5AC,) 24735100TH STREET Thal pan! d lho Southwesl Cuader of tha Nalheast Ouodar of 6adlm 22, Township 121, Range 23, Whtghl ZIMMERMAN, MN 55398 county, Minnesota, desaNed as beglnning at the M.tsedl4n d the wesl ln. of geld64Nhweal Ouster d TEL 112-/87-1120 the Nodhaast Ountar w8h slams 40,00 fed hath d ohd parallel weh the south Ina of s.1d Southwesl ha.s in�L[,awUM rnxw Cuader of the NWhead Gulden Nance nalhally elms sold weal Ina 386.5014.1; Ihence eetledy parallel xoran 2ax:< Raxmxr ;u2r weh the ..Ih Ina al aaM 8outhwesl austlar dths Nwiheed Cuader 294.94 feel; thence .aalhwIy pastel VMh Ne wed Una d sold Southwest Ouadar dlhe Nalhaast Guano 306,50 fad to the nMh line of the South 40.00 feel of cold Soulhwasl Ouarler d the Halheasl Oueder; thence westerly.Iwa sold hath Me 234.341..11. the point of beOinnMO• BENCHMARK TOP NUT OF HYDRANT- 250 FEET SOUTH OF87TH STREET NE. ALDO THE WEST SIDE OF PARR ISH AVENUE NE. ELEVATION -867.63 SINGLE FAMILY LOTS = 8 , • 1 SINGLE FAMILY DETACHED TOWNHOME LOTS - 5e PARRISH MEADOWS TOTAL SINGLE FAMILY LOTS =67 TOWNHOMES & COMMERCIAL TOTAL AREA = 1,529,161 SF. (35.1 AC.) OTSEGO, MINNESOTA COMMERCIAL AREA =675,856 SF. (15,5AC,) RESIDENTIAL GROSS MEA -853,905 SF, (19.6AC.) 1 1• GROSS DENSITY = 3.41 UNITIACRE <anrcl6weaS9rcnxrrrgawSlonv GROSS AVERAGE AREA -12.775.FAINIT ha.s in�L[,awUM rnxw RESIDENTIAL NET AREA= 645,283 OF (14.6 AC.) xoran 2ax:< Raxmxr ;u2r HET DENSITY - 4.52 UNITJACRE NET AVERAGE AREA = 9,600 SF ZONING1 SETBACK THE PROPERTY IS ZONED A•1 AGRICULTURAL -RURAL SERVICE PROPOSEDZONING: PUD PLANNED URBAN DEVELOPMENT PROPOSED SETBACK INFORMATION: SINGLE FAMILY MTERIALIMAIOR COLLECTOR - 65 FT. FRONT -30 FT. REM - 20 FT. GIDE-7 FT. SIDE (STREETI.30FT. MIN W UM LOT MEA- 9,000 S.F. NINRJUM LOTWIDTH-6S FT.ONTERIOR) MINIMUM LOT MOTH -10 FT.(CONNER MINIMUM LOT DEPTH • 100 FT, TOWNHOMES MTERIALNAJOR COLLECTOR -65 FT. FRONT -SOFT. REM "20 FT. 61BE-7 FT, GIDE- (STREET)- SO FT. MINIMUM LOT AREA PER DWELLING UNIT -5,000 80. FT. DRAINAGE AND UTILITY EASEMENTS ME SHOWN THUS: (NOTT0 SCALE) II 1---s S --I - II II _LJ LJ_ 40 38 LOT AREA LOTAREA= to -j L_10 3,360 60, FT, 3,16460. FT. LOT61.7, 8LOCK 3 and LOT, 25.30, BLOCK 4 BEING 5 FEET IN WIOTH AND ADJOINING LOT LOT61.24, BLOCK 4 and LOTS 1.19, BLOCKSLINES, UNLESS OTHERWISE SHOWN, AND IO FEST IN WIDTH AND ADJOINING RIGHT OF WAY LINES ON LESS OTHERWISE SHOWN o 4 KWW WW'6 Below. c'(111 boom Vol CERTIFICATION F 1Ff a1GWRmr, ffN na fU.nllea rpE[tIVIBa4[ N9 hill 16$F, 1p� aN2F t HM OFn fn1W 0 W [m 6fYM.n ryi D.nin REIM9�NlV)4,7MFEn i9 P6a[IA glgheADl ooltlRI E•�l hlrcl S LJ B 1" 1 TTA L DATE L A N D F O R M From Site to FlnM ® • 105 South F9th Avenue Tel: 612.252.9070 Suhe 513 Fax; 812-252.9077 Minneapolis. MIN 55401 Web: Iendform,net FILE NAME 0003WH5005.&M PROJECT No, WHSIM05 a IftlNO. 3123 N0: 113500721203 3763 PARISH AVENUE NE ( I ONIER SIJ, LLO I S89°49'12"W 1276,14 70 .E3LDIN46ETBACK _ — — — — I _ — _ — — I F ) PIR i t B253A01010 ( I I I I II its I =3 FUTURE PHASE II C^3 OWNED: MO FINANCIAL I i10 "� COMMERCIAL UNION CREW IMWN 1 1600 f 1= 1 1 LOT 1 I 11.1 BLOCK 6 Ion ) AREA -168,08160. FT. I1 i, � 11 I)y 1 I 1 30O FT. OUILOING SETBACK I ^' \--_ ------------ \ ------------------------------- I m I Z i O 1 1 I— 34Uj w AREA-151,8788O.FT.1 \\ �— _ 1 11 a ...— U) 1 W 1 1 WIN M1111111111m IIS I I I III d LLI 15 1 e \ 11 FT. 0U11DING SETBACK 16 17 1 1 1055 \ \ 18 1 1 J 1 1 r 1 1 BLOCK 4 r i II I� I I I I` I I n I I lr I I ,-1 h' 1d I I� 33 1 1\ 11 1 FUTURE PHASE Ig \ 1 \ \ \ \I COMMERCIAL 11 WIN /J 1 31 LOT 1 j 1 GI BLOCK 7 s \ 1 vl MEA -400,37160. FT. 1 11 o 11 SEE SHEET C0.6 ENLARGED PLAN v I -I I i Ill ND: 1117lAA01B70 iiia; 3TIHat NE OWNER TARGET CORPORATION I 0 '.L t pin'. 11823011110 t2' L1J 153000TH 6T HE [2. OWNER TCF NATIONAL BANK F" '1J tL (_1 WITH STREET N.E. N I ) PIR i t B253A01010 ( me I E-- 1676117TH 6T NE ui �� =3 • PP: 1131620at01a F;. C^3 OWNED: MO FINANCIAL N F'+ I UNION CREW IMWN ( z (_INVESTMEESTNEM& ILC ) I I1 i, LEGAL DESCRIPTION SaNhwesl ouadaf dtha Nonhessl Ouenvr, H eedim TWanty4wo (221, Tmw lhb one Hundred Twanty--ne 0211, Penile henlylhlae p31 except the SanA 40 feel Iherad. and .sept Thal pad of the Scuthwe9 ouener atiha Nmheasl Dunnet of Sadim 22, Tvxnshlp 121, Range 23, Wright Caunly, Min needs, described as bap6ning at the Islam nim atthe weal Ina of Bald eaulhw"sl Orion., d the Northeast OuaHot "h a Una 40,00 foal north of end Parallel wxh the south Ins o7 saki 6mthwasl Ouadm of the Nmheasl Quarter, Ihenca northerly atone cAid west Ne 306,50 fact Ihance naslmy paulel wAh the south Ina N aald BamhwoeI auetler dtha Nmheasl ouener 291,91 hal; Ihance emlhedy penial Wlh the wool Una d sald Smthwesl Ouadal -I the Nmhoaal Ouanm 396,5a wl 1.1h. nodh Una d Iha south 40,00 feel N cold Ecu --1Ouader of the Nmheasl Ouada; Pierce westary clinesold nodh Ma 234.34 fast to the point d ba0innh p. TOP NUT OF HYDRANT- 750 FEET SOUTH OF37TH STREET NE. ALOG THE WEST NDE OF PARRISH AVENUE NE. ELEVATION -867.69 61NGLEFAMRY LOTS - 6 SINGLE FAMILY DETACHED TOWNHOME LOTS - fie TOTAL 61NGLE FAMILY LOTS -S7 TOTAL AREA -1,529,161 SF. (35.1 Aad COMMERCIAL AREA= 675,955 6P. (15,5 AC,) RESIDENTIAL GROSS AREA- 353,305 SF. 119.6 AC.) GROSS DENSITY -3,41 UNITWRE GROSS AVERAGE MEA -12,775 SFNNIT RESIDENTIAL NET MEA- 645,235 GF (14.3 AC,) NET DENSITY - 4.52 UNITIACRE NET AVERAGE AREA - 5,600 6F THE PROPERTY Ie ZONED A•1 AGRICULTURAL -RURAL SERVICE FROM BED ZONING: PUO PLANNED URBAN DEVELOPMENT PROPOSED GETSACK INFORMATION: SINGLE FAMILY MTERIALJMAiOR COLLECTOR - 65 FT. FRONT-30FT. REM .20 FT. SDE -7 FT. BIDE (STREET)- 90 FT. MINIMUM LOT AREA- 9,000 SY, MNIMUM LOT WIDTH • 60 FT. !INTERIOR) MINIMUM LOT VWDTH • BO FT. (CORNER MINIMUM LOT OEPTH -100 FT. TOWNHOMES ARTERL WMAJOR COLLECTOR -65 FT. FRONT -30 FT, REM- 20 FT, SIDE -7 FT, SIDE -)STREETI-30 FT. MINIMUM LOT MEA PER DWELLING UNIT- 5,000 SO. FT, DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE! II -4 1"--S II II _L _J LJ_ 40 33 LOTMEA- LOT MEA- 10-, L-,0 3,360 60. FT. 3,154 60. FT. BEING 5 FEET IN WIDTH MO ADJOINING LOT LOT61.7, BLOcK3and LOTS 2&30, BLOCK LINES, UNLESS OTHERWISE SHOWN, AND 10 LOT' 1.21, BLOCK 1 end LOTS 1-te, BLOCK 6 FEET IN WIDTH AND ADJOINING RIGHTOF WAY LINES UNLESS OTHERWISE SHOWN 0 • G Know whd s Below. C®II d sip YOU 0'q 1 1 WH DIVERSIFIED WILLIAM 14AS5 24736 TOOTH STREET ZIMMERMAN,MN 55308 TEL 61243MIll 9.11Oki006101_811:1 � 1 z TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA �-I.Y11:71:1i`/-Ilal(Iil Y 01[0' mRKIfl2aan Nn xna0m3al*ort+ 031E 1=sUElM14b1 FB\ff6 x'*uary next x'cr rzz.+ xm F NF elGa3n,nB,rLL Oaf Wn l/.F9 [FaCRVABOVE NiF ad1 t66rE, Mo GBBt Nx:Bmun[PAWutEg BBmnu M6laBn REKA0a3i+x®eNOLNce—1 coo-o"ace"'WrRKI as fl,GnfFli l63 aEWEB KG1GMl po[NExis S LJ B M 1 TTA L_ DATE L A N D F O R M firm shat to FIRM ® 0 105 South Ffhh Avenue Tel: 612-252-9070 Su8e 513 Fax; 612.252-9077 Mlnneapolls, MN 56401 Web: landform.net FILENAME C002WHSOOS.dwg PROJECT NO, WHS18M PRELIMINARY PLAT i- - ui LOT I • PP: 1131620at01a F;. 6665 PARSON AVENUE NE QWNui :NTP (_INVESTMEESTNEM& ILC ) I I: LEGAL DESCRIPTION SaNhwesl ouadaf dtha Nonhessl Ouenvr, H eedim TWanty4wo (221, Tmw lhb one Hundred Twanty--ne 0211, Penile henlylhlae p31 except the SanA 40 feel Iherad. and .sept Thal pad of the Scuthwe9 ouener atiha Nmheasl Dunnet of Sadim 22, Tvxnshlp 121, Range 23, Wright Caunly, Min needs, described as bap6ning at the Islam nim atthe weal Ina of Bald eaulhw"sl Orion., d the Northeast OuaHot "h a Una 40,00 foal north of end Parallel wxh the south Ins o7 saki 6mthwasl Ouadm of the Nmheasl Quarter, Ihenca northerly atone cAid west Ne 306,50 fact Ihance naslmy paulel wAh the south Ina N aald BamhwoeI auetler dtha Nmheasl ouener 291,91 hal; Ihance emlhedy penial Wlh the wool Una d sald Smthwesl Ouadal -I the Nmhoaal Ouanm 396,5a wl 1.1h. nodh Una d Iha south 40,00 feel N cold Ecu --1Ouader of the Nmheasl Ouada; Pierce westary clinesold nodh Ma 234.34 fast to the point d ba0innh p. TOP NUT OF HYDRANT- 750 FEET SOUTH OF37TH STREET NE. ALOG THE WEST NDE OF PARRISH AVENUE NE. ELEVATION -867.69 61NGLEFAMRY LOTS - 6 SINGLE FAMILY DETACHED TOWNHOME LOTS - fie TOTAL 61NGLE FAMILY LOTS -S7 TOTAL AREA -1,529,161 SF. (35.1 Aad COMMERCIAL AREA= 675,955 6P. (15,5 AC,) RESIDENTIAL GROSS AREA- 353,305 SF. 119.6 AC.) GROSS DENSITY -3,41 UNITWRE GROSS AVERAGE MEA -12,775 SFNNIT RESIDENTIAL NET MEA- 645,235 GF (14.3 AC,) NET DENSITY - 4.52 UNITIACRE NET AVERAGE AREA - 5,600 6F THE PROPERTY Ie ZONED A•1 AGRICULTURAL -RURAL SERVICE FROM BED ZONING: PUO PLANNED URBAN DEVELOPMENT PROPOSED GETSACK INFORMATION: SINGLE FAMILY MTERIALJMAiOR COLLECTOR - 65 FT. FRONT-30FT. REM .20 FT. SDE -7 FT. BIDE (STREET)- 90 FT. MINIMUM LOT AREA- 9,000 SY, MNIMUM LOT WIDTH • 60 FT. !INTERIOR) MINIMUM LOT VWDTH • BO FT. (CORNER MINIMUM LOT OEPTH -100 FT. TOWNHOMES ARTERL WMAJOR COLLECTOR -65 FT. FRONT -30 FT, REM- 20 FT, SIDE -7 FT, SIDE -)STREETI-30 FT. MINIMUM LOT MEA PER DWELLING UNIT- 5,000 SO. FT, DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE! II -4 1"--S II II _L _J LJ_ 40 33 LOTMEA- LOT MEA- 10-, L-,0 3,360 60. FT. 3,154 60. FT. BEING 5 FEET IN WIDTH MO ADJOINING LOT LOT61.7, BLOcK3and LOTS 2&30, BLOCK LINES, UNLESS OTHERWISE SHOWN, AND 10 LOT' 1.21, BLOCK 1 end LOTS 1-te, BLOCK 6 FEET IN WIDTH AND ADJOINING RIGHTOF WAY LINES UNLESS OTHERWISE SHOWN 0 • G Know whd s Below. C®II d sip YOU 0'q 1 1 WH DIVERSIFIED WILLIAM 14AS5 24736 TOOTH STREET ZIMMERMAN,MN 55308 TEL 61243MIll 9.11Oki006101_811:1 � 1 z TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA �-I.Y11:71:1i`/-Ilal(Iil Y 01[0' mRKIfl2aan Nn xna0m3al*ort+ 031E 1=sUElM14b1 FB\ff6 x'*uary next x'cr rzz.+ xm F NF elGa3n,nB,rLL Oaf Wn l/.F9 [FaCRVABOVE NiF ad1 t66rE, Mo GBBt Nx:Bmun[PAWutEg BBmnu M6laBn REKA0a3i+x®eNOLNce—1 coo-o"ace"'WrRKI as fl,GnfFli l63 aEWEB KG1GMl po[NExis S LJ B M 1 TTA L_ DATE L A N D F O R M firm shat to FIRM ® 0 105 South Ffhh Avenue Tel: 612-252-9070 Su8e 513 Fax; 612.252-9077 Mlnneapolls, MN 56401 Web: landform.net FILENAME C002WHSOOS.dwg PROJECT NO, WHS18M PRELIMINARY PLAT i- - is SEE SHEET C0.3 LEGAL DESCRIPTION Southwest Duena dfLha Nonhead Deaner, In S.dim Twenly0c 1221, Town%hp One Hundred �/ H DIVERSIFIED Twmhya (1211, Range TWeh"N,a(23)exaeplthe SmAh4a Mated. and.—pi WILLIAM KASS 247351110TH STREET Thalpan of the 6eClhwad Owner ai Lha Nodheasl Ouaner of Sadlon 22, oan.hip 121. Range 23, alght ZIMMERMAN, MN 55308 1 \ ; \ / ��• — ` \ -- 6 1 1 Counly, Minwad., d.,Qfh.d a. be pinning at the Lilm.e dim Wthe West In. W said Saahwed Quem of TEL611411.612A the N¢dheasl0ueneT WOh aline 40,001ea nmlh al andpmld W9 hlhe c¢uh Ene alsdd 6aahwesl \ v /tTl� 18 1 \ \ 1 Owner of heNmhead Dueler. nwhwjy.lmg.eldwed Ene 396.50 feel: emote eaderrypara1.1 AREA- 17,152 6O, FT. 1 r ` \ \ CJ with the amihI of aid Duster of the Nunn ... IOuanar 234.34 feel; thante.oulh.dy penial i\ \ �.((`` /WNh the Weal Rha W.aid southwest Oulnef of the Nonhead Ouster 386.50 feel to the nmlh One of the 6 .m1h 40,00 feet of field southwest Oueder of the Nalh°a.l Ouader; thence Wederfy al ng .aid north Ma 234,34 fest to the p*l ofbgWhig. ---- 1s BLOCK 4 1 \\ $1 \ 21 20 \ 1\ \\ \1 22I 1 TOP NUT of HYDRANT- 250 FEET SOUTH OF 87TH STREET NE. ALOG THE WEST SIDE OF PMPI6H AVENUE NE, 3z \ 23 31 1 \\ , \ ELEVATION= 857.63 24 29 30 BUIVO (RG \ 1 I —6E1eACK \ \\ sl 1 1 \ \ 11 j I 'I'D I jnl ml34 t 1\\AREA SUMMARY PI0: 111AS20W010 � � I � � _ �• I 9) � � � i \ SINGLE FAMILY LOTS = e II J 1 16e0 PARELIAWHUE HE L� / "- 1 SINGLE FAMILYDETACHED PARRISH MEADOWS OVeNER, CHARLES E A 1 --�1 \ I �I Amp. ' t _ \ TOWNHOME LOTS =58 ANN Y. STEFFEHS 56 —V �cyi - I Oil d�/ �'"\ , , \ 1 TOTAL SINGLE FAMILY LOTS =67 0' `� I I I 25 TOWNHOMES & COMMERCIAL 1 2 O I 1 I / / \\ 1 11 TOTAL.AREA-1,529,1616F, (35.1 AC.) 191 19 I I ' eB - \ OTSEGO, MINNESOTA / 8 LDt Gs 0 1 11 1 ` COMMERCIAL MEA -675,8566F, f15,5 AC,) /, RESIDENTIAL GROSS MEA=853,305 SF. Ug.6AG) 1 1 GRa6S DENErrY=3,41 UNITIADRE tamKrlrweacnrm,wV w4m NKtdry IL nA+E IsaEE+TSN+W+ ewe IL-------- --J..J I / / / 1 \ 1 GR 068 AVERAGE AREA SFA,NIT RE510EN71AL NET AREA=645,zea sF 114,e Ae.) xx+wn:OR x,xcrnKt wx L_— ' jg \ 1 1 NET DENSITY =4.52 UNITIACRE PIR II6AStAA702A 689°59'33-E 234.34 -- /' 17 - 1� 1 I 7 NET AVERAGE AREA =9,fi006F 6620 PARELL AVENUE HE 11 / \ / ' 16 1 1D00 Uj OWNER. DANIEL L VJMUAIM 1 z ; co 5 I I w I 1 1 SETBACK SUMMARY �� %. 29 I Z THE PROPERTY L9 ZONED p•1 AGRICULTURAL - RURAL SERVICE PIRIIBNeaA1A1A __ l•" '>b \ MlJ1=135,00260, FT. I �, 1 I r 34oTHEPROPOSED ZONING: PUD PENNED URBAN DEVELOPMENT 1 2 e r / \ �� I� 1— Q _ I W PROPOSED FAMILY CK INFORMATION: 1 AWNER CRY Af AT6EG0 14 ? Z I I EI.E SINGLE FANILV �� $ ? It0 I� = MTERIAUAWOR COLLECTOR 65 FT, I F- I FRONT-30FT. 1 \ 00 I 5 \ ,¢ Im Ua I cn REM -20 FT. pO:IIBa57AA1A3A I I1 1 ��, 1 0�P I� I ZI I I w SOE(ST EET)-30FT. I560 PAPELLAVENt1E NE j 'N 6 I �S I W -Slop I MINWUN LOT AREA. 8,00° 6,F, OWNER: KEVIN O, ac+ I ,•,T %c- 7Ld S•I1,, 1 4 \ 13 E a I NINWUN LOT WIDTH -60 FT. 101TERIOR) l:J GPAMSTAD ( SUE35T9,T1(3P! i`I (!. 1 I �� / I I I 1 NINIMUN LOT WIDTH - SO FT. (CORNER .j rye I�\ I� I I NINWUN LOT DEPTH -100 FT. ,;:T P,LIEJITI'JEC od 1 I I I TOWNHOMES 9-797 n I MTERIALIMAJOR COLLECTOR - 65 FT. f-) _ FRONT- 30 FT. EAR 320 I I —I—_ EIDE-1 TT.EETI-30 FT. ct: I r1 I 6 12 I I I V m (' MINIMUM LOT AREA PER DWELLING UNIT -5,000 S0, FT. W 7 L24 d 101 2 U I L� BLOCK 5 f -PID: 11195220304® 1 LAT I ld ; 1 m1 I 1 I 1510 PARELL AVENUE HE I - 5 Q \ /�\\ 3S s 10 1 I 1 1 1 \ s / DRAINAGE AND UTILITY EASEMENTS •� _1_QVA4ER: RICKY R.d I ti Y \, 1'f \{�b,F / 1 I ARE SHOWN THUS: w CIgUe11NE M JAHNER i tl 0. t 1 I �� \ \ \� / e+/ 1 I INOT TO SCALEI rn 4 TRAN6MISSISN UNE EASEMEM Q 1 II— ' fi5 ETSACK L fi5 FT. SUILOIN t_f I pEgAOC,N47aAt4e - �` 1 - I E•--5 ��`� t4P O� 1A I \ L —98D_6g'"'IT 115.65 — J \ \ — — — 881.44_48-E 133.22— QLOO't F II —_ 134.14 - `1 40 36 in; eprvANnF AtA{Wfi DIfL [fix {ER AVF 701 669°59'33• 936,68 LOT AREA LOT AREA= t0 -J L_tg nt�6'"smsbnot¢tifft%Vuoommvncn N ca Kr 3.360 60. FT, 3,164 50, FT. wFnWn[a maEaaBr.mml9MEoocuund BEING PEETW O AND ADJOINING AND 11 8i9TEi STREET N.E.LINES UNLESS WIDTH AND ADJOINT SHOWN, OF 10 LOTS 1.2 4, LOCK 4 end LOTS 1 te, BLOCKS FE WIDTH MO ADJOINING RIGHT WAY S U B n� TA L LINES UNLESS OTHERWISE SHOWN LOTS OC an LOTS 2 a, OC S ET IN � T DATE df -J a:w PID: 111097700t➢tA D- L A N ID F O R M piq 11A9077090A2A lO 1 ' i I 1 8414 PARK AVENUE HE OUTLOT II f;1 • Flan Site to Finish • oYMER:JUSTINW.InIn CK „T'0HE,':FATE ESTATES 1 AMY K RROYnV t: .')r" ; ,,TE: _S TAT C:- / ' t05South Fifth AYenue Tei: 612-152-9979 ' Suite 513 Fa. x• 612-252-9077 M ENLARGED PLAN Minneapolis, MN 55401 Web: lendform.net FILE NAME 0002WHS005.dw/ PROJECTNO. WHS1A005 PRELIMINARY Q • e NORTH PLAT Know what's 8610W. 100p cgII yw � o o jos 010 1 1 N", 6123 I� 85TH STREET N.E. ENLARGED PLAN SEE SHEET C0.4 (1' L2! LIJ CY E .JJ <9 F_. LOT 1 2411927001010 Cl) 9995 PARSON AVENUE NE .Ji CL OYnER: RTP a INVESTMENTS, LLC C) .I. 194119252000010 OUTLOT E PID. 111252002010 CY8ER: CENTURY )ANN OUTLOT C LEGAL DESCRIPTION Southwest Ouador of the NoOhsost welter, M Section Twern HYvo 122), Tmmsh0 One Hun Wad Twantya a 11211, Range TWan114hree (23) except Iha South 40Isat than(. and ewr.pl That Pan of the Southwest Guadar of the Northeast Guadef ( 6e111an 22, Township 121, Range 23, Might County, Minnesota, d—lbed as beginning el the Ynefe.ttlon ( the wool lne of said SeulNweol warm of the Northeast Ou.del with a No. 40,00 feat noth (end perelel with the a.Ih Ina of sold Southwest G..der of the Nodh. 3 Duane(, thence natAeny store sold West Ino 300,50 fest: Ihence ...telly paf.lel withthe amlh Ino of sold Southwest Me,[. (the North ... I Gunder 234.34 feel: thence .aolh.61 retail.] twith , was t line ( said Southwest 0uadar at the Northeast moaner 396,50 last to the north One ( the srulh 10,00p.lof,.Id 6ou1hwest Quarter( the N.Hhea,l wade(; thence W dwhb along sold north nos 234.34 feel to the poMl ( hegMnMg• TOP NUT OF HYDRANT- 250 FEET SOUTH OF87TH STREET NE, ALOG THE WEST 61DE OF PARRISH AVENUE NE. ELEVATION -867.63 AREA SUMMARY SINGLE FAMILY LOTS = a SINGLE FAMILY DETACHED TOWNHOME LOTS = 59 TOTAL SINGLE FAMILY LOTS - 67 TOTAL AREA =1,529,161 BF, (35.1 AC,) COMMERCIAL AREA - 675,956 SF. 115.5 AC,) RESIDENTIAL GROSS MEA -653,305 SF. (19.6AC.) GROSS DENSITY =3,41 UNITIACRE GROES AVERAGE AREA =12,775 SFAJNIT RESIDENTIAL NET AREA= 645,269 6F 24,6 AC,) NETOENS2Y=4.52 UNITIACRE NET AVERAGE AREA - 9,600 SF ZONINGF SETBACK SUMMARY THE PROPERTY 18 ZONED A-1 AGRICULTURAL- RURAL SERVICE PROPOSED ZONING: PUD PLANNED URBAN DEVELOPMENT PROP06ED SETBACK INFORMATION: SINGLE FAMILY ARTERLAL"OR COLLECTOR - 65 FT. FRONT -30 FT, REM -20 FT, BIOE-7 FT. S1DE (STREET)• 30 FT. MINIMUM LOT MEA- SA(10 6,F. MNIMUM LOT WIDTH -SOFT, (INTERIOR) MINIMUM LOT WIDTH -90 FT. (CORNER MINIMUM LOT DEPTH -100 FT. TOWNHOMES ARTERIAL/" OR COLLECTOR - 65 FT. FRONT-30FT. REM • ]0 FT. SIDE • 7 FT. 610E- (6TREETI. 30 FT. MINIMUM LOT AREA PER DWELLING UNIT- 5,000 60. FT. DRAINAGE AND UTILITY EASEMENTS ME SHOWN THUS: (NOT TO SCALE) I--5 6- i - t ii I J LJ - 40 39 LOT AREA LOTMEA- 10-J L_ in 3,350 EO, FT. 3,154 60, FT, LOTS 1.7. BLOCK S and LOTS 25.30, BLOCK 4 BEING 5 FEET IN WIDTH AND ADJOINING LOT LOTS 1.7. BLOCK 3 and 2&30, BL BLOCKS LINES, UNLESS OTHERWISE SHOWN, AND 10 FEET IN WIDTH AND ADJOINING RIGHTOF WAY LINES UNLESS OTHERWISE SHOWN WH DIVERSIFIED WILUAN 14ASS 24735100TH STREET ZIMMERMAN, NN 55355 TEL 612-1324120 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA coNfKrfpGaFA foo,wYROm FwrwY DArE NSU llmf9m oFKw %x NON laz1 %CCcpX:Cf Fpf, [ CERTIFICATION r ttt EWeAnaE, J:H MitlalTHs fFgOnv FEa.F N>E a01 t I.FlE, M=UHF 1 Nb; HEN mrwoout[o 6FroaD NlDatn 1eNv6a2ry Nm H NO t N,tfa a VN p n0�MN1. W [A4 COnIKI mor oavHFa ro a.o,Fsr Nwrowoaouame SU E3 ITTAL_ DATE L A N D F O R M FYam SNB to Finish • 105 South FINK Avenue Tel: 612.252-0070 Suite 513 � - C"HOIERCIAL PARK I FILE NAME Pro. 19006001010 PROJECT NO, WHS18005 2575: 95m ST HE I I OWNER: NAYIMY, U.0 LEGAL DESCRIPTION Southwest Ouador of the NoOhsost welter, M Section Twern HYvo 122), Tmmsh0 One Hun Wad Twantya a 11211, Range TWan114hree (23) except Iha South 40Isat than(. and ewr.pl That Pan of the Southwest Guadar of the Northeast Guadef ( 6e111an 22, Township 121, Range 23, Might County, Minnesota, d—lbed as beginning el the Ynefe.ttlon ( the wool lne of said SeulNweol warm of the Northeast Ou.del with a No. 40,00 feat noth (end perelel with the a.Ih Ina of sold Southwest G..der of the Nodh. 3 Duane(, thence natAeny store sold West Ino 300,50 fest: Ihence ...telly paf.lel withthe amlh Ino of sold Southwest Me,[. (the North ... I Gunder 234.34 feel: thence .aolh.61 retail.] twith , was t line ( said Southwest 0uadar at the Northeast moaner 396,50 last to the north One ( the srulh 10,00p.lof,.Id 6ou1hwest Quarter( the N.Hhea,l wade(; thence W dwhb along sold north nos 234.34 feel to the poMl ( hegMnMg• TOP NUT OF HYDRANT- 250 FEET SOUTH OF87TH STREET NE, ALOG THE WEST 61DE OF PARRISH AVENUE NE. ELEVATION -867.63 AREA SUMMARY SINGLE FAMILY LOTS = a SINGLE FAMILY DETACHED TOWNHOME LOTS = 59 TOTAL SINGLE FAMILY LOTS - 67 TOTAL AREA =1,529,161 BF, (35.1 AC,) COMMERCIAL AREA - 675,956 SF. 115.5 AC,) RESIDENTIAL GROSS MEA -653,305 SF. (19.6AC.) GROSS DENSITY =3,41 UNITIACRE GROES AVERAGE AREA =12,775 SFAJNIT RESIDENTIAL NET AREA= 645,269 6F 24,6 AC,) NETOENS2Y=4.52 UNITIACRE NET AVERAGE AREA - 9,600 SF ZONINGF SETBACK SUMMARY THE PROPERTY 18 ZONED A-1 AGRICULTURAL- RURAL SERVICE PROPOSED ZONING: PUD PLANNED URBAN DEVELOPMENT PROP06ED SETBACK INFORMATION: SINGLE FAMILY ARTERLAL"OR COLLECTOR - 65 FT. FRONT -30 FT, REM -20 FT, BIOE-7 FT. S1DE (STREET)• 30 FT. MINIMUM LOT MEA- SA(10 6,F. MNIMUM LOT WIDTH -SOFT, (INTERIOR) MINIMUM LOT WIDTH -90 FT. (CORNER MINIMUM LOT DEPTH -100 FT. TOWNHOMES ARTERIAL/" OR COLLECTOR - 65 FT. FRONT-30FT. REM • ]0 FT. SIDE • 7 FT. 610E- (6TREETI. 30 FT. MINIMUM LOT AREA PER DWELLING UNIT- 5,000 60. FT. DRAINAGE AND UTILITY EASEMENTS ME SHOWN THUS: (NOT TO SCALE) I--5 6- i - t ii I J LJ - 40 39 LOT AREA LOTMEA- 10-J L_ in 3,350 EO, FT. 3,154 60, FT, LOTS 1.7. BLOCK S and LOTS 25.30, BLOCK 4 BEING 5 FEET IN WIDTH AND ADJOINING LOT LOTS 1.7. BLOCK 3 and 2&30, BL BLOCKS LINES, UNLESS OTHERWISE SHOWN, AND 10 FEET IN WIDTH AND ADJOINING RIGHTOF WAY LINES UNLESS OTHERWISE SHOWN WH DIVERSIFIED WILUAN 14ASS 24735100TH STREET ZIMMERMAN, NN 55355 TEL 612-1324120 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA coNfKrfpGaFA foo,wYROm FwrwY DArE NSU llmf9m oFKw %x NON laz1 %CCcpX:Cf Fpf, [ CERTIFICATION r ttt EWeAnaE, J:H MitlalTHs fFgOnv FEa.F N>E a01 t I.FlE, M=UHF 1 Nb; HEN mrwoout[o 6FroaD NlDatn 1eNv6a2ry Nm H NO t N,tfa a VN p n0�MN1. W [A4 COnIKI mor oavHFa ro a.o,Fsr Nwrowoaouame SU E3 ITTAL_ DATE L A N D F O R M FYam SNB to Finish • 105 South FINK Avenue Tel: 612.252-0070 Suite 513 Fax: 012-2529077 Minneapolis, MN 55401 Web: landtorm.nel FILE NAME Ct102WHS005.dw0 PROJECT NO, WHS18005 PRELIMINARY PLAT C0.6 SEE SHEET C3.3 �2 ENLARGED PLAN LL 1 T741• TOP NUT OF HYDRANT -158 FEET SOUTH OF87TH STREET NE. ALONG THE YvE6TSIDE OF PARRISH AVENUE NE, WH DIVERSIFIED ELEVATION- H7.63 WILLIAM HASS 24735100TH STREET ZIMMERMAN, MN 65398 TELOM324121 SYMBOL DESCRIPTION :INLET PROTECTION :SILT FENCE :VEHICLE TRACIQNG PAD DENOTESEROSION CONTROLLANKET (ENKAMAT 7020 OR EQUAL) :TIP OUT CURB &GUTTER PARRISH MEADOWS — -- — — — — :PAVEMENTdAWCUT ;..NSTRUC11.NLIMrrS TOWNHOMES & COMMERCIAL TM XXXxx :TOP OF WALL BAN XXKXX :13OTTOM OF WALL OTSEGO, MINNESOTA 0 :TREE PROTECTION FENCING ZWALE — OArE W--4aKW arn toll L eioo Know whars Below. Coll ti0we you dig. I CERTIFICATION 4:3 LJ IE1 m I —r -11"A I DATE L A N D F 0 R M Am Site to Finish 0 0 0 0 105 South Fifth Avenue Tel: 612-252-9070 Sufte 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME C301WHS005 PROJECT NO, WHSI8005 PRELIMINARY GRADING & EROSION CONTROL C3.1 "k 14 NO. 7121 tie 34 87TH STREET N.E. SEE SHEET C3.4 ENLARGED PLAN LL 0 L R -F viii 1. w 87TH ST(,IE-ET N.F. I i ltl 7 �5 TOP NUT OF HYDRANT -250 FEET SOUTH OF67TH STREET NE. ALONG THE WEST SIDE OF PARRISH AVENUE HE. ELEVATION- 667.63 SYMBOL DESCRIPTION :INLET PROTECTION :SILT FENCE } .VEHICLE TRACKING PAD -------------- ------------------ / ---------------- -------, CONTROL BLANKET - - --- - - - - - - ---- - - - EQUAL) :TIP OUT CURB& GUTTER — — — — — — — :PAVEMENTSAWcUT FUTURE PHASE - TNVXXXXX :TOP OF WALL III I COMMERCIAL :TREE PROTECTION FENCING - LOT 11 BLOCK 6 — — — — — — — — — — — — — — — — — -- 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — f9l"� \-87o.— 7� 87TH STREET N.E. SEE SHEET C3.4 ENLARGED PLAN LL 0 L R -F viii 1. w 87TH ST(,IE-ET N.F. I i ltl 7 �5 TOP NUT OF HYDRANT -250 FEET SOUTH OF67TH STREET NE. ALONG THE WEST SIDE OF PARRISH AVENUE HE. ELEVATION- 667.63 SYMBOL DESCRIPTION :INLET PROTECTION :SILT FENCE } .VEHICLE TRACKING PAD :DENOTES EROSION CONTROL BLANKET O (ENKANAT 7020 OR EQUAL) :TIP OUT CURB& GUTTER — — — — — — — :PAVEMENTSAWcUT :CONSTRUCTION LIMIT TNVXXXXX :TOP OF WALL BXXXXX AN :BOTTOM OF WALL :TREE PROTECTION FENCING - :SWALE O Know whars Below. `00111 before you d1q. WH DIVERSIFIED NILUAM HASS 24735100TH STREET ZIMMERMAN, MN 55398 TEL PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA M I CERTIFICATIO SUBMITTAL DATE L A N D F 0 R M ftm She to Finish 0 0 a 6 105 South Fifth Avenue Tel: 612-252-9070 SuRe 513 Fax: 612-252-9077 Minneapolis, Mill 55401 Web: landform.net PRELIMINARY GRADING EROSION CONTROL C3.2 a O' FZ3' 26 LG ® o �Lnr 1 _ 1 �/� ,Opp •�l�lf■,'® Lam• e7e.o g7g . _ 1 9 3 9�9 1 1 ve 16 1 -F016 7 1 I l � I 2 a m' I Z ,' ^ 870.3 / A rn fe I I p. C 20,LLI I 14 W I0 I l I Ile I c7 I I I N� z 'I W I ° , I I �� I\ I W lN 1 SE=an F f;'E 4 \ m I I U1 j SUE3`.>TAT10N h!0. 13 I I a :i I ..r;a T 6 r,1T1,'%J .\'c• i . 678. t� I I _E: _ ra _ r � I I I I g' o m j 11 1 2D ` .6 a� C' 12 I I i � I 1H i TB I I I —--- w q W C r!. 2 PB B73.B B 40 I \ E3l.00F: 1 BLOCK I I ' LOT I v. I: Z '` A - - / �• I 6 Q r 4/ r TRANSMISSION LINE EASEMENT CPER\DoON0./1 , 7/LI -- --�/ R,,® \6taxV1 VR,�w272,J311C.F.S.) 111.BI C.F.4 ` ,..! / yT/ )` 'i tl ..I 9B•{tG s.�y \ I � ` --_-- ) r 670 ,4_____'_— Pd Je H 85TH STREET N,E, ®r OutE.oT N_ - ui ul \ w %! , - - O - - .,T(iHHT )ATE ....T„ I E:, / ENLARGED PLAN mr 1 .• TOP HUT OF HYDRANT- 25a FEET SOUTH OF87TH STREET HE. ALONG THE WEST SIDE OF PARRISH AVENUE NE. WH DIVERSIFIED ELEVATION= 867.63 V V I�1 WIILUAMM HASS DIVERSIFIED 24736100TH STREET ZIMMERMAN, MN 5539a TEL4124324121 LEGEND SYMBOL DESCRIPTION f� \/ :INLETPROTECTION SILT FENCE :VEHICLE TRAcpNG PAD EROSION CONTROL O:DENOTES (ENHAMAT T7020 7020 OR • •, EDUAL) :TP OUT CUflew GUTTER PARRISH MEADOWS — — — :PAVEMENT SAWCUT — :CONSTRUCTION L LIMITS TOWNHOMES & COMMERCIAL TAMXXXXX :To' OF WALL am XXXXX:eOTTOM OF WALL OTSEGO, MINNESOTA O :TREE PROTECTION FENCING F F• :SWALE nk\u,cruNrow.wrwarnwsroxr C�1=`la CA>i rPEb9rn wE♦cw ' Q s0 O ' NORTH Know whars Below. Call before you dlq. n so ion F yGNANPE ,glNfs[pf t {E0.E #,E F01 \I'QE 1EM 1N afEH RFAi0GI1CfBH'MMaNRN➢f0 WMM3TMNm phoC4 41Lp COCU,1Ffi ftfAEF CGNIkI E OmsF° m of aEat knmw\ mmO�rt SU BM ITTAL— DATE LA N D F O R M From Site to Flnish ® • • 105 South Fifth Avenue Tel: 612-252-9070 Sulle 513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: lendform.net FILENAME C301WHS0os.dwg PROJECTNO. WHS1e005 PRELIMINARY GRADING CONTROL �d �'i t Psi. n123 9 17 (1) W Z�s W (n 85.Tl-i STREH--T I Aft ENLARGED PLAN mr SEE SHEET C3.2 I QUTLOT E ii: OUTLOT C I. P.- E I, (;:A; r RK TOP NUT OF HYDRANT. 250 FEET SOUTH OF47TH STREET HE. ALONG THE WEST SIDE OF PARRISH AVENUE NE. WH DIVERSIFIED ELEVATION- 967.63 WLIJAM HASS 24735100TH STREET ZIMMERMAN, MN 65308 TELOM32AII29 SYMBOL DESCRIPTION 7 :INLET PROTECTION ,oil :SILT FENCE J'l I U, 0 'VEHICLE TRACKING PAD :DENOTES EROSION QUTLOT E ii: OUTLOT C I. P.- E I, (;:A; r RK TOP NUT OF HYDRANT. 250 FEET SOUTH OF47TH STREET HE. ALONG THE WEST SIDE OF PARRISH AVENUE NE. WH DIVERSIFIED ELEVATION- 967.63 WLIJAM HASS 24735100TH STREET ZIMMERMAN, MN 65308 TELOM32AII29 SYMBOL DESCRIPTION :INLET PROTECTION :SILT FENCE 'VEHICLE TRACKING PAD :DENOTES EROSION CONTROL BLANKET O (ENKAMAT 7020 OR EQUAL) :TIP OUT CURB &GUTTER PARRISH MEADOWS — -- — — — — PAVEMENTSAWcUT :CONSTRUCTION LIMITS TOWNHOMES & COMMERCIAL TNVXXKXX BM XXKXX :TOP OF WALL :BOTTOM OF WALL OTSEGO, MINNESOTA 0 :TREE PROTECTION FENCING :SWALE ( -yn I tell 10 eioo Know whars Below. CGII bOom you dig, SUBMITTAL DATE L A N D F 0 R M ftm Sit$ to Finish 0 •• 0 105 South Fifth Avenue Tel: 612-252-9070 Sulte 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net PRELIMINARY GRADING 7 EROSION CONTROL cL-2mk, ORARY N TEMPORARY - - - - - - - - I - - - I 8 / I I I I I � I 6 I / -- 1 m / I I d L -----------J I------------ / I I I I 2 3 4 5 6 T I I _19i I I BAN. MH RE=171,12 1 IE=e5/.B 1 100=7.625 7 L------- —J IE=117,28 . I ------------I I I I N I I I :.. , I I I 4 I I I Y I I I L u ---------J 6 r -a ---------- 1 _ I J I L– I m I 3 I I IWA 1 L---- – – – - J ---- I I 1'PVC I I 2 I I I J 1'SAH.STUB dwa >•ro '48TH d,m d, R RES--e6M.152 I _ STREP N,E,el P VC ® 0!6 IE=856.18 9 L------- — J E=1 . 9 I---- ------ T I I I _ I I 1 1 SAN. MH+ RIQ 1 E=156.52 SAN. MHS 1 RE=167,71 1 IE -856.77_ L----- —'--�� ORARY N TEMPORARY I 4' GAN. STUB kNT y� HYDRANT y \ IE=els,a2 1 \--------- \ 1 -- 1 m w 1 Z 13 (!1 d I 1 2 3 4 5 6 T I _19i I I 1 9 l I RE �, :.. , ��`�1'�I,� � I 6 _ ��• L– B CK 3 IWA 1 I J1 1'PVC J 1'SAH.STUB dwa >•ro '48TH d,m d, R \ IE=115,69 _ STREP N,E,el P VC ® 0!6 1 E=1 . 9 ... _ SAN. MH 9 \\ \\ 10 4 BLOCK—4 , JL N 1 � 1\I U y� W y \ W 1 \--------- \ 1 -- 1 m w 1 Z 13 (!1 r l RE �, :.. , ��`�1'�I,� � Imo,,• •KIM.a►� ��• IWA 34 20 \ / 22 1 vo \ —_ \\ 32 33 nr3]O \1 \ 23 31 1 6H \ 11 24 \\ SEE SHEET C4.3 ENLARGED PLAN AN, MH aE eiiai87TH 0�11 NoVipQ *1 � a O NORTH Know whal's Belo00 00 w. Call baron you d19. o ton WH DIVERSIFIED WILLIAM HASS 21735 100TH STREET ZIMMERMAN, MN 55308 TEL 6i2�d24126 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA corndDr FM1CJ&rl roq xiy Rd!1 HSrcal DAr6 IswV �a[N�rn MVEW xdr.nN �ozS XzxRxnxl XX% r w.+n,sr a ryrsrduc rxeacxa nor \IpQ 'IN nhB YA 6f£ N_-_ LaYDnDryt 9ED 6f IHl�ilx0Bl0t VI10 DDtlAgt RrK[CDMFCr f�+[Ih[[a rD Ba�.n xvdrtlµu DDcumir6 SUBMITTAL DATE L A N D F O R M Flan She to FlnWI ® • .105 South Fflth Avenue Tel: 612.252-9070 Su8e513 Fax: 012.252-9077 Mlnnlapoiis, MN 55401 Web: lend(orm,net FILE NAME C401WH5005.dw0 PROJECT No, WHs1e1105 PRELIMINARY UTILITY PLAN C4.1 TEMPORARY HYDRANT I 4 91 SAN. STUB tE=616.02 Fax: 012-252-9077 t I I v ------, b r ------------------------------------------------------------I ( 1 III I; \ 7 I f' 1 \ 6. a". STUB ,1 1E=W.10 B AN MH . NH � pp; 3+ ft ftE v1 FUTURE PHASE FUTURE PHASE \\I I I COMMERCIAL COMMERCIAL I I tJ LOT 1 I is 4 6 8' BAN. STUB IE=616.56 B L O C K 6 I I + sAN.MH •] - - RE=670.78 �E=616,98 II �' ,Q 0 \ I 1 I \ \I SAN. STUB 11 \\ 1 Z \T- IE=B/6A7 ------------------- _--_----__-----_—.---- _ y iffU 34 \\ mt SAN1 MH W 1 — - = 1 U) 1 W SAN. MH \ RE=B69.7B W 15 IE=659.66 ( O" 15.26') 1 hn IE=611.56 \ ; \ 1 1�, \ 16 1 \ BAN, MH \I 1 DE 69.05 95 \ 1 _ 1 17 18 \ 01 SAN, N 1 I RE=e71,e1 \ BLOCK 4 IE�fi0,901 1 \ \ 32 33 1 31 \ {o \ 1 \1 _ 1 a- PVC �s�@Nf—l.�s.4i�+ ]��M'=i�SIN�—,-s•� sNl . {I � —�1 ]� B' PVC 80.40%SAN. MH BAN. MH STREET N.E. E44'3PEafil.ea IE=617,31 �—__—_,__.--------------------------------------------= \ Tel: 612-252-9070 Suite 513 Fax: 012-252-9077 it Web: landlorm.net FILENAME NOIWHSOO A" PROJECTNO, WHS18005 jjII 1 III I; \ 1 \ 6. a". STUB ,1 1E=W.10 B AN MH . NH � pp; 3+ ft ftE v1 FUTURE PHASE \\I COMMERCIAL LOT 1 BLOCK 7 6A ENLARGED PLAN mv ❑ ❑ SEE SHEET C4.4 87TH STREET N,E. i r'llli' • / Q • O NORTH Know "ars Below.00 COIL before you dig. 0 6t1 100 WH DIVERSIFIED WILLIAM 14ASS 24735100TH STREET ZIMMERMAN, MN 55388 TEL 61MI24121 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA C¢HIKIENUhEn E09 AYVR6W Ws10FV UA]F IiYVs /nEN3� �.liR );f MON ]CTI M'nv'F,l%R% FFN �b�n�tn ¢v,B m�u06e a0w ra!"Eul I9A661 N,ll k�ldt 2n Ae ub COCAEN o ASE f.G111K1 m .nnmm. i S LJ B M 1 TTA L DATE LA N D FO R M From Site to Finish ® • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 012-252-9077 Minneapolis, MN 55401 Web: landlorm.net FILENAME NOIWHSOO A" PROJECTNO, WHS18005 PRELIMINARY UTILITY PLAN C4.2 SEE SHEET C4.1 a ,MH E=968AQ E456.52 A'EAN.STUB SAN, M El' SAN. MH 19 BLOCK 4 "E=:"S'::'0 a. 21 20 22 Wpvc 33 N,M 23 30 31 32 H RE467.5i 24 29 rSM. MH 28 \1IE41 ,11 B BAN. m 2 34 IE=857.29 27 E=967j" IL — — — — — — — — — — — — — — — — — J I 26 Lp — — — — — — — — — — — — — — — — — — -- BAN. MH / I _ 1 `� \ 1� 25 2 SAN. m RE -461,474 L --------- — — — — -----J 18 Ak 61 SM. STUB IE=862.24 SAN. MH SAN. MH R EL'21:�: I L4 V: 2 H 'E 11 MH IS EIS RE 75.00 LU IE 63.04 20 W 14 W 1 OZ SAN. NH I z I W W IE2111:11 ss' 7, IE=.El:71' r PVC 4 2 (n 13 2 I ADDITION ift SAN. MH SM. I .05 'SA STUB R H lEmB652.0 E�75.46 RE -07 3 20 6 11 IE=863.02 12 I a -PV 1-4 I I I L4 7 ! z z ti BLOCK 2 1 LLI = j BLOCK 5 LOT I t"I z LU 4 IAN. MH RE=874.36 ii\AN-.11 — — — — — — — --- —J — — — — — — — — — — — — — — - — — — — —'— — — — — — — — T 11:�17 E 7 1 L 85TH STREET N.E, Trra — — -- — -- — -- — -- — -- — --- — -- — -- ftj LIl tj F- OUTLUT 11 T()H1--'1) ATE--- E';TAT1-'z -T0NE--,-AT[: ENLARGED PLAN 0 WH DIVERSIFIED WILIJAM HASS 24735100TH STREET ZINMERMAK MN 55388 TEL01243MI20 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA Z SUBMITTAL DA 3F\/1I-F--1-.oNL- DATE LA N D F 0 R M From Site to Finish 0 0 0 0 105 South Fifth Avenue Tel: 612-2529070 Sub 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILENAME c4G1WHS005.d*g PROJECT NO, 006005 O 0 PRELIMINARY NORTH UTILITY PLAN Know whars Below. C4.3 Coll before you �19. sn iaa SHEQNO, 023 11 am. MR RE=671 *4 [E=160.09 W U) W W — (n ENLARGED PLAN SEE SHEET C4.2 OUTLOT E OUTLOT C WH DIVERSIFIED NLIJAN HAss 24735100TH STREET ZIMMERMAN, MN 55398 TEW24324126 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA xsz SUBMITTAL DATE 3LJE3MI L - DATE LA N D F 0 R M From She to Finish 0 a a 0 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 012-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME C401WHS005.0ii PROJECT Na. WHSimos O 0 PRELIMINARY NORTH UTILITY PLAN Know whars Below. W wow I C4.4 call wom you 019, "Imm" I _ A6 D-0 1y 7' I� �I� SHUULOEi I�+7-1-R,V—tAhC TI RU L1NC 6NC/II R -i' LOPP I/4' l" TF PY„ 6' 141UL n R B Bin WNOJS MAT AVIS ^ONrFETE O,IAD CC'NCH_I! SICFV.AIK I - C.Av,S 5 OIUVEL HASL A)in OU TEN PLACED DA AFPROI 3JOGRA.UE xtr (INo01lE[I} 47 NADTH OV M'PRO/FR S653PACC (BOTH SIDES) -) APPHCJEO RNRO'RAY 48' WIDE I 1[wIu _ IAO,4fYFmad ,N1µ YTLA4AU84CN=AaA4Q360 #' SUO.[OT TO RW LW EY G"JAUF E) Strt i E` NNEER HHNIAIrY A-LOWAIIHK: .f D?SHRh TK41I N" NEW CONL IRUC nIh ASPHAIr SPRIER ONAUL - C CVCRAY ASPHALT OINMR GRIL _ H '1•R YALLE 01 LL'S TFAN 20 R"OARJ;S 4" 01YEL UI U1.4wH COM ;RrTr Sr>e�4'A_R WIT -A- R VALUE o A MEASLRE OF FMRANKMFIT SOL AESI3IANCC SIN -MOTH AS DETFRIVED P7 'IML 10 STANLOW" WET+1n E1GMA NIS VALDE IS THE WIJULATNT DWAUL c,r-O- Or VEIUcLES OtIR VO TPC R-811JN U= 0= A FLEX BLE PAV'EMEN -, VO SECLAIMCD WNW LAV_ueVTs (SAF) :HALL ar. IN THr %I CUUREL LOCAL COMMERCIAL. URBAN STREET SECTION T,.JO TOij / 1}pe o I STANDAR1 5 LATE N0,, / I � L , 101}q� 4!� 7 1 r SURMOUNTABLE CONCRETE CURB AND GUTTER Nn snnit 9 P�. � tSe STANDAR704LATE N0, L G b y NIHNQ1b'A qs' is a,. D zn' Is' R 14', SI OrE �.S_. PCR U: ,_ ` `3EE PATE 704 20001 URN 11 ^A. k F 9L UMINOUS MAT wr.R rrIULA 1, LOW C CUSS 9 CRAV RI(MOOIIIL'J) /e' wont 0 Ap"OVED SJELPACE 40' YiID14 i Axt,.y r YV•x .OVA N•B P('iTiTUi I7II , A?akzom ADI[ AL )v oc WWUuA I TIMI 4Th1 CUTS a . A cu54 I ON / 'I00. PUs0 46FM"" 'ldW! IbdA —lIfA 11 I)2M.0AN) r.I I/Q" n?' - •'d• "5.e.E0 YO K VIEW BY BUkArRA 301.e t",NLLR -'1 MIALIAW ALLOAPAakD UL5104 THICKNESS a'n I.t'N tONS-IRUCON ASP -"T 0040,R BRAD! = 0 CYfk .AY ASF41LT D VELI LRADI - Is NUI i£I R V,ALJ Is A MEASURE Of EMRAN KM.1 DA T SUILLL NI'•;•NCE STFCN?TF AS CEI CR If PNCC BY 4H�%T STABLOVr'TTR MSri00 51'3iA Nib YAI, Ir• IO Ti[ CJMVTATIVe CAM AGE EFFECT OF YTFIIG FS OARING CESIOt1 UIE OF A FI FRIDLL rAV'CMCNi,TNF hO AECLAIMEO As'] AS PAVCHrLJTS (RAP) SHALL Ri IN'IH� ALAN CUIRSE, LOCAL RESIDENTIAL PUD PRIVATE STRE£Y• - 9 ,TQC! NO SCAIr STANDARD PLATE NO. 110 l \r 1II1�IJI� sA M>�q �1�AU 54fL� 1µL i jI �� wpb �54R {d Qo-� "-IT I, R JO -R7 CASTING /f I\ cH flOUIVAL1T11 / I r ppqqgg,, SURUOUFMAOLC EURO ANN \ \ 0 LITER TO BE FORW N10 A DASD TYPE AS [LINO AT CATCH OAsN trim+B. 10 MN TRA, SUANJN9tI0N 9 MN TRANSITION UMTAO_E C.:RB y AVD GU TE 2, 4" 101' t )ItU + 1 1 "PI IDNT ExTA� I EwNI o<51aN eurreR H UNE 1,400 43 N0. J RFPAIIS ON FA'H 451E Of TASI'NO 10 FEET !ONO NI IfNOTN ?I HTC 7`14 6618 CURS M MATCH seta CURS u / C.IIRP. O11riCR CUTTER Ar -GETTER lU CUTrEF \ LATCH OASIN l'ASINO —14'TaPER _„I In'. TAPER .I CUR© LAANMQN_(B61EI) AT CATCH BASIN T NOT TO SCALL ^ [nY Pr STANDARD PLATE N0. 705 5 t• 1 B � 1✓ G ` 6-10-01 NINA'IIGTA It9 [4I 4" TF CK, s OOVCAETE SIU APPROVED SU (CI N "Do 18 B B ia' _ r '4' �•_ . 4r _ o 51.11,1E S" v:CH iT. ;Y, U'fl• WTDC� PLATE 7114 'JN.NLIk CutsUIVAL& R F,hc<(x A b D OIIUEIIHOUS MAT GUIPLAUD ON AfPRUYW SUS RADE C CJAsl R (RAVEL WE (AOBInfT) 1W VrIBrH R .A?VHUVEO SU3DRADE SD' VA04 Rl611r0 A ,'IdJ4 Sly'M1 Nld D1t.4.11l10114 p,IP1,4^C A'AACCiII: YAtI [Art NtIJ-'J•T ELLS! 7 t� F t1A19 3 OR 4 GOM1tOJ,99 Iww'.. IzURA rI3A ! B4 A- Y 1 r'S ? i),Cu01 -) 0 1).11x,, x SLILUECT -0 R?VIEW EY DI.AI,: FO SfM% aN.�IVFf2 H MINIMUM ALLO'NAuU DESIGN T-IICKLESS 14 FAY POVGrkJC9CNA'PILA.T -UNDER MN u 0 Id'f OYEt ASPHALT bINUER CPIDE - e .—H VALK Or LLNS IRAN 7D RFO'JAE3 4" BRAWL DISE REHLAIH CDNnRr.Tr 1`1"vA K NOTES, N YAWL IS A MEAS mC Or ETVrKMCNT SOIL Res ITA" UIRrllO H 'S C71:'1MINED OJ nlC HVL m WAAILOVrTF.F AS '106',6 NIB VAI'dF IS Tif OUMUTA IIA VArTAUE EFrECt OE Y1711ILES )I THL bl.'OH LIFE Or A Fi*', IRIr PAVEMEU NO HFOLAIMW ASPHALT PAVEMENTS (RI SNAIL O: IN. TFC WEA'i Lo InE, LOCAL RESIDENTIAL URBAN STREET SECTION - 9 TON NO :GALA STANDARD PLATE NO, Q. -kW _.._ 112 14 PSLUPHLD LUL 1-D" aIn VINOUS NAI iA VAX LOPE rHIr. Y, •ONt.kLRI AF.iDM1 SECTION A -A 110 SCALE I'I1 IG.Tc ._cONCPr.IL APNCII O to CLRA - T 111 pf A 1 ---- I:ASI Ihull W,101 T^0 COMr \\ (CUESIF AN HAIRY IN.Sr HT.y 5 11, IRAN1111UNJ TYPICAL DROP CURB - BIKE TRAIL 110 SC,LE STANDARD PLATE NO, 706 WH DIVERSIFIED %'• .- -11 A wi '.rm,nou �'•',�. !i Ih � .�,o In- ofJ,..,l �r. c d, u � r, i; �,uy`I•� jI FEAR µDLR UI A d 1,111111,111111,111-.LIr =IAN nfu F n ol.n :AY- a unaiwiu \; a L . CN rtJ t LLL C" u61v Yis`'v :' dILI �F ti i'J k,n IaIF .11.1 •i. r',rf, AAI. �) � Ieene rfQl 6 V' P l..nrIC1U Wd016 ° t :1`g.,--f"t<`rt.�l F r;nAiMr. .nlrvl fy¢ nrrea uu wr '•��r�`l,^��r.^^""T1 I u['tIIEbAxasm911�1_llObholo�A4ubDDtldEl,��."�oN lt, ' "- -R f1HdryF[P 10Mg461IngMMtOOrJilAind - 11 «u A �,y IJII IA- [ gr, F Ix H IIS LJ B M ITTAL +r. Fm 1 011.a as�i is r•am ,aElA1 Cv or RA IAF rl LfS�` pl,,n. cr•,•.Ir n -n<.:1 nr, A.I uvµµ. nnr.gl Uv n1 vaa.crlFnnl,r A cra' i J.l Fal DATE D (;I IVU .KD! YIIA Aiaf M.IK fA lla f r N Igr.l A } 1 n,1S t_nNM�>'i orssni¢: ti lY lrn �rMiA V 1. I Nua1 'Yf III 1 # NII I, rR 1 4'n "A Tr 4kr'Tl'ti •TMt111 L Al rnM Fx,1eA uw rnwr or", v ms r 1 r 1113 w[14'q, a,' j„ko ,4 I.4:`r•=:- ;'Sir` °rui'i� i• i Ai - An, f 1 1 �UW'll n .1 u+1Nr )uN4 t[.NA �I p1"'1 _ .I lTrx..cri:k.,ItLI„at..,,< M ' .111 µ1x utl.tAlMp r1lN'+PU Pf SESTRI,, 12.1R, I10I L,.u! lul �,T1 Iia 10IO'Rlrlrt'+EB '�� M 71•"1 R -- L A N D F O R M kOEn She to Finish • • • 105 South Fifth Avenue Tel: 612.252.9070 SUR0513 WILLIAM KASS Minneapolis, MN 55401 Web: Iendform.nei FILE NAME 24735100TH STREET PROJECT NO. WHS18095 ZIMMERMAN, MN 55398 IU -T f.I EAR zwrL YAHItS `�, In. 0. CLAN tUNE —� At L�3:D LV14 OR PEACE ON Af-PPOITI) l I_ SFY/EB3N00 GU?ORiDC R G` -ASS S nR AVL TYPICAL SECTION - BIKE TRAIL Ir,I I` Ir h AA.h'D r 4A UL "dll J. N. 5 iUFTA_[ 1111111,14 . ALL cl 111 PARRISH MEADOWS a rty' LYa' = TOWNHOMES & COMMERCIAL x,'.UF/rCI '0 LEVIEW BY DUAP-FiEc 'a OILS NUR;IJ, OTSEGO. MINNESOTA - uN:MUN ALLOWADLC OCVCN TFICYNESE Wx4 WHALE DINPFR ORAri. � U A A• NOTES: i VAIVE ISA MEASOL-- OT ELIDAHKWNT 40.;. calnrcTlAg'mnraR xnwlm Hslmr V[sIS141I 5TRCN37`11 AS DETEFMINE7 UY .NE ' H%EEV STABI_CIJETCR HETHCO, On[ 1=='Ur,reENdrn uAEel rO k;E(IAIMEI ASPHALT PAVEMENTS (HAI) �%HALI XxNaN 10N.1 %. F%XXl NFX I�T LSE IN r4C FINAL Urr. 1.4 / 11.,"• allr tit STANDARD PLATENO. 707 NINNAIPfA %'• .- -11 A wi '.rm,nou �'•',�. !i Ih � .�,o In- ofJ,..,l �r. c d, u � r, i; �,uy`I•� jI FEAR µDLR UI A d 1,111111,111111,111-.LIr =IAN nfu F n ol.n :AY- a unaiwiu \; a L . CN rtJ t LLL C" u61v Yis`'v :' dILI �F ti i'J k,n IaIF .11.1 •i. r',rf, AAI. �) � Ieene rfQl 6 V' P l..nrIC1U Wd016 ° t :1`g.,--f"t<`rt.�l F r;nAiMr. .nlrvl fy¢ nrrea uu wr '•��r�`l,^��r.^^""T1 I u['tIIEbAxasm911�1_llObholo�A4ubDDtldEl,��."�oN lt, ' "- -R f1HdryF[P 10Mg461IngMMtOOrJilAind - 11 «u A �,y IJII IA- [ gr, F Ix H IIS LJ B M ITTAL +r. Fm 1 011.a as�i is r•am ,aElA1 Cv or RA IAF rl LfS�` pl,,n. cr•,•.Ir n -n<.:1 nr, A.I uvµµ. nnr.gl Uv n1 vaa.crlFnnl,r A cra' i J.l Fal DATE D (;I IVU .KD! YIIA Aiaf M.IK fA lla f r N Igr.l A } 1 n,1S t_nNM�>'i orssni¢: ti lY lrn �rMiA V 1. I Nua1 'Yf III 1 # NII I, rR 1 4'n "A Tr 4kr'Tl'ti •TMt111 L Al rnM Fx,1eA uw rnwr or", v ms r 1 r 1113 w[14'q, a,' j„ko ,4 I.4:`r•=:- ;'Sir` °rui'i� i• i Ai - An, f 1 1 �UW'll n .1 u+1Nr )uN4 t[.NA �I p1"'1 _ .I lTrx..cri:k.,ItLI„at..,,< M ' .111 µ1x utl.tAlMp r1lN'+PU Pf SESTRI,, 12.1R, I10I L,.u! lul �,T1 Iia 10IO'Rlrlrt'+EB '�� M 71•"1 R -- L A N D F O R M kOEn She to Finish • • • 105 South Fifth Avenue Tel: 612.252.9070 SUR0513 Fax; 012.252.9077 Minneapolis, MN 55401 Web: Iendform.nei FILE NAME C70111114S0o5.dwit PROJECT NO. WHS18095 CIVIL DETAILS '� 117.1 l --� i�vARIA]LE X K e K 10/10 mym Z'sr NOT-- I)LUi Of CONU TE •RAI 5E 03TERN14EC 9Y I" PE nr DIIIIe AND OuTn SECTION AA I 7I Irl wt sr. CN IF L3(f LY.Mf[ lN. Y - r.ii: t.'E �\5ECTION A A -r-V 1C A^I[ Clni" M1'N 511 Kn, 1 .NiT 27 FETC IT 1.1 SId61C \ c 0.L'M1R [P CL' C IJV "_ 4111114 L R -G iu>. / A" "' Ai Fm"t C ® 1.I 1 ` �C LXD rm,'N P-1 M4 11 SU'.xi-e1R8 ' •. � Nars: RA5,41,r11 F.YOn,T(C.tCT^ "" 1 9 f AVb G'121Y P -T rul[ )0 tot,1 iIX Al .hYx4 A,nrtF N K�') piY'y-yyl� VANHO-E r:GTES W_CI ',�. 7'ri All ;TAM ILl.1lYLe MJ1Vl VM'u, 11u w a w1 u�sru s �.P+Y sePi on o�fis F clTu IT.11 it l:u H41. E. M .sTU SANITARY SEWER STANDARD MANHOLE 1^L b4 E I AfPYVW IY bF $TANDAR30OPLATE N0. REtI.L 3 -IF -13 ltlYA iOtV 4!I[ N1, I ATo [ \\^ If I 26 Fl. PIR I � RESIDENTIALCUL DE SAC URBAN SECTION nu s(!?L: f STANDARD PLATE NO. 108 FROPERIf UN, ROW LINE -'- EAkEIAEIfj 0Y !'! ' •••.'•� •A""' . SRPEPAYE 7ic:_� �\ jOCER SHA_L COVER Au- CF CUL-DE-SAC ` DTTolf-+ PIATTED moDy-Or-WAY ' I OITU NOGS OF �� CURB l CURB I CCRCR=T_ flare I —a TB- � I i 1;1 7EiJP9RARy CUL DE SAC. URBAN SECTION no SCALE Y II A'�PO cnv u. Qyy �l�n STANDARbDP4ATE N0. x/-e/iA l IUANLEeJ„fAG - e+P Se Pr'C EERYI:E N 116 M N t lin ( *ILCi(4f7 JILLL [ J9i YK L Ai !x^,Y.ia \r .G 1 Am Iv7 • i / iir/I-1111cSc !D11 I U ICt1.AliV'SkIV`/X.C-I'tC-! AY_11- ,Pi Mb IT LOS. / 4Al A5 IHY - aliM nn LN / A Y L;X4 J) — �• I i r xiR Il � t I r a , I I aa I V aI S. ttYIv cN fu rt/rV5 I ELAN 1 � n 4 CPL4A Y I PI1 a I'�` FAL US aU9Mrr } \ Wo Twf IN•curau , sT a, m .. iL � fi u 1 sti ox ic'U irn� I /-efvfk it f [d. 181LLI tA� To f r{."I c4 -,o f rLNILx i IA /kl J a j '� I l !1110 Ui 14LN lliP -}N /, AlVc� C f?f+lu4 I I EEI lC III 61,u) 1 iRJFERT• UM1.E fllCfl AfI INr 1 )_ y } fl r/ATICA <r hcfAr Tit IAf t A{/! i .�T ! S64n7: NO.0 �n 1�IC „fClrLtc l�lL ��•�" 1 + tAA$PC, pJUrr IWANILf t`+P1LIC4�" Al,af U'-ly-i i fJ.Y LLCY [{I NI :NII f iAr,.NLLL- 1'I �N5 {', , F, rlLax7. LL(A1YR r ;' SHALLOW SANITARY MAITV TYPICAL WATER TIGHT SEALS SERVICE 1{O $"� CONNECTION 'Yl iwlA a vxlmrc — STANDARD PLATE NTi0. T STANDARD PLATE NO, cll� nt i 1� tse a 3D, Ff,I[R sego 302 E wlyuaaora �-J^-li b xxaf m`e l A ...sir A el ICr l r rdP G , 1. ('LLG /CMj i A Df fU51 1111-141 1.1- O � ��W ?• _'� `!A � Y\... A:'ANW,N JOIN I.. iI A t l'/JII::I.L'IL EIJie r< AND :.IITIER (� FJ3 LJ.G TYPICAL CROSS GUTTER Lj` _IS VO uC'AL• Crnote a q v,Jun Ml (, niv oY I o4J� I STANDARD PLATE NO, N,XXCenIA __. _.. I 7I Irl wt sr. CN IF L3(f LY.Mf[ lN. Y - r.ii: t.'E �\5ECTION A A -r-V 1C A^I[ Clni" M1'N 511 Kn, 1 .NiT 27 FETC IT 1.1 SId61C \ c 0.L'M1R [P CL' C IJV "_ 4111114 L R -G iu>. / A" "' Ai Fm"t C ® 1.I 1 ` �C LXD rm,'N P-1 M4 11 SU'.xi-e1R8 ' •. � Nars: RA5,41,r11 F.YOn,T(C.tCT^ "" 1 9 f AVb G'121Y P -T rul[ )0 tot,1 iIX Al .hYx4 A,nrtF N K�') piY'y-yyl� VANHO-E r:GTES W_CI ',�. 7'ri All ;TAM ILl.1lYLe MJ1Vl VM'u, 11u w a w1 u�sru s �.P+Y sePi on o�fis F clTu IT.11 it l:u H41. E. M .sTU SANITARY SEWER STANDARD MANHOLE 1^L b4 E I AfPYVW IY bF $TANDAR30OPLATE N0. REtI.L 3 -IF -13 ltlYA iOtV 4!I[ N1, I ATo [ \\^ If I 26 Fl. PIR I � RESIDENTIALCUL DE SAC URBAN SECTION nu s(!?L: f STANDARD PLATE NO. 108 FROPERIf UN, ROW LINE -'- EAkEIAEIfj 0Y !'! ' •••.'•� •A""' . SRPEPAYE 7ic:_� �\ jOCER SHA_L COVER Au- CF CUL-DE-SAC ` DTTolf-+ PIATTED moDy-Or-WAY ' I OITU NOGS OF �� CURB l CURB I CCRCR=T_ flare I —a TB- � I i 1;1 7EiJP9RARy CUL DE SAC. URBAN SECTION no SCALE Y II A'�PO cnv u. Qyy �l�n STANDARbDP4ATE N0. x/-e/iA l IUANLEeJ„fAG - e+P Se Pr'C EERYI:E N 116 M N t lin ( *ILCi(4f7 JILLL [ J9i YK L Ai !x^,Y.ia \r .G 1 Am Iv7 • i / iir/I-1111cSc !D11 I U ICt1.AliV'SkIV`/X.C-I'tC-! AY_11- ,Pi Mb IT LOS. / 4Al A5 IHY - aliM nn LN / A Y L;X4 J) — �• I i r xiR Il � t I r a , I I aa I V aI S. ttYIv cN fu rt/rV5 I ELAN 1 � n 4 CPL4A Y I PI1 a I'�` FAL US aU9Mrr } \ Wo Twf IN•curau , sT a, m .. iL � fi u 1 sti ox ic'U irn� I /-efvfk it f [d. 181LLI tA� To f r{."I c4 -,o f rLNILx i IA /kl J a j '� I l !1110 Ui 14LN lliP -}N /, AlVc� C f?f+lu4 I I EEI lC III 61,u) 1 iRJFERT• UM1.E fllCfl AfI INr 1 )_ y } fl r/ATICA <r hcfAr Tit IAf t A{/! i .�T ! S64n7: NO.0 �n 1�IC „fClrLtc l�lL ��•�" 1 + tAA$PC, pJUrr IWANILf t`+P1LIC4�" Al,af U'-ly-i i fJ.Y LLCY [{I NI :NII f iAr,.NLLL- 1'I �N5 {', , F, rlLax7. LL(A1YR r ;' SHALLOW SANITARY MAITV TYPICAL WATER TIGHT SEALS SERVICE 1{O $"� CONNECTION 'Yl iwlA a vxlmrc — STANDARD PLATE NTi0. T STANDARD PLATE NO, cll� nt i 1� tse a 3D, Ff,I[R sego 302 E wlyuaaora �-J^-li b xxaf m`e l A .srni ..�- fIIl!l iJi riRl,xC 1 h. 1.. j•., ELEJAF,4 Af Fr•i�, Riv IW � % /\�, /� 1 x.4• 'n tCN PJN CN eSC II C9 A•FC1= T r.R P,sr a vrcc 1. cc ,ai e DEEP SANITARY MAIN SERVICE, CQAL,NECTION r. -E YYC YV uF STANDARD PLATE NO, anise: ,305 - s -19 -ie NIXXEYu rA .. . WH DIVERSIFIED WILLIAM HASS 24735150TH STREET ZIMMERMAN, MN 55395 TELGID^117.129 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA nAc,fAerumron,vnwarn ros,an DArz Ii:Uf IPfXarn Ff\Le x<uoN ;ax< xcfxcazc xn 0s i -k AiWI[2NG rf/NtnES IPE Y Eq Ml I�lE Iy NwlNAS EF gEPXQ UCE BFrOt.. FFhCFn ' Irzln!®I�T9Nr0 Gx0 eiubOavAvi wFAs[< Ilan exaYfER,nwNILe, ACtliphat COm[mL SLJBMITTAL DATE • • LA N D F O R M From Site 1D Finish ® 0 105 South Filth Avenue Tel: 612-252-9070 Suite 513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: lend(orm.net FILENAME C701WHS005.dwg PROJECT NO, WHS18MS CIVILtl I 11 1 1110 1703 I P 16 ab' CI•iq E ICr l r rdP G , 1. ('LLG /CMj i A Df fU51 1111-141 1.1- 111,tT. 141;1 EW'�1. 19.17', YIA"rn ✓` I r,.I j ,r A. i uF1� I jY li4kT �� r (� FJ3 LJ.G A N1. lfi 1 - IAa J+E� 'm'f tf YI lLL + o . J1k1<t AS tit,inx I.11 � I'M Otto 4 p�4 a PLAN .srni ..�- fIIl!l iJi riRl,xC 1 h. 1.. j•., ELEJAF,4 Af Fr•i�, Riv IW � % /\�, /� 1 x.4• 'n tCN PJN CN eSC II C9 A•FC1= T r.R P,sr a vrcc 1. cc ,ai e DEEP SANITARY MAIN SERVICE, CQAL,NECTION r. -E YYC YV uF STANDARD PLATE NO, anise: ,305 - s -19 -ie NIXXEYu rA .. . WH DIVERSIFIED WILLIAM HASS 24735150TH STREET ZIMMERMAN, MN 55395 TELGID^117.129 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA nAc,fAerumron,vnwarn ros,an DArz Ii:Uf IPfXarn Ff\Le x<uoN ;ax< xcfxcazc xn 0s i -k AiWI[2NG rf/NtnES IPE Y Eq Ml I�lE Iy NwlNAS EF gEPXQ UCE BFrOt.. FFhCFn ' Irzln!®I�T9Nr0 Gx0 eiubOavAvi wFAs[< Ilan exaYfER,nwNILe, ACtliphat COm[mL SLJBMITTAL DATE • • LA N D F O R M From Site 1D Finish ® 0 105 South Filth Avenue Tel: 612-252-9070 Suite 513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: lend(orm.net FILENAME C701WHS005.dwg PROJECT NO, WHS18MS CIVILtl I 11 1 1110 1703 <�Ih . 1 -I I1 B'0"E>PN&ART%fFtr[ IcxTn C' NNRR v\7�`�—Vn )1 JJdq. IAO T01 rA Sd ]nNJ f =Ire RMAJ � It PLAN I1�1 L_ uTi ILLS }U.I"1 t .eV L 1• 4u ib0 's l+ r s+l x v 5D H N, r_v N Y PROFILE. INSULATION FOR WATER ESC SA141TARY SEWER PIPE & SERVICES NO UEA-1- OJ�p�pO��iANgAR30PATE N0, �— 1NSPCGTICH 'A(T INFI-SHIELD L'KTELVAL SGl / HDPE IIDTFSI 1. THE ACJuS-AIFNT RN05 ANT) WANE SHAL. EF ';FAMED NnH AN EXTE114AL RU BSER SEAHNC{ GLEE lC INMSHI1L0" AU MANIUAO 11R-) n'f SGLLIV� $v 5fE4. INC OR AP-RO4rD EOUAL. 2 THE SEAL GOAL_ eE MADE Or rPIT4 RVOEQR WIT I A MIN NUM IF CMS` OF eo V LS AND SEA -EO '14 It l NUN-HAHULNIRU EUI'YI RNPPET MASTIC, -WtRN- A4 CHIMNEY SEAL NO SCALL STANDARD PLATE N0, 310 / -IT D— ? J` 11 H /l rm n r Pr V pU w ; '•. I 0P '13 YIP -IoLP DAd.-1ER IIPE PLAN VIEW rAAUE atm usbus nEA s -c—^ vILH x1J , 1' _ _. _. A__r VO�f 5.1 >n varcrt I+, H.Er ryl Mclr ormA,ncx VIII N;< �A41H CAJ t v 1, YI,1•I, r 1 XN p' h. I '1 E a ITn M11 d H b1 Iln 1 I'If �r':.M PI Nv I A m m r t Al»M � rxr Or .Y a ,lal tn 1( B- SUIEL MSQ D Olt. BSDT-, - \•TRArJnlrf{`_IFMrAR. (�,. nH AJ.' 4 iYNal o3NM INr'hl AVAL UL L�L 6'crp,C,":OJ YJ'.T.L'MC Uv EYIL I�IULOu lltr... � 001 v1001-11 —(51 1. TJ —1 s:3 Y,'A, DLI/.1. CC tnOv mAl TJ rrP3 S.IT 9 ie' DT% � ./,Tt ID,r Ire9 1 JJL' S[ E T-HV:If JP FpC t4[C 1518 v,11 .CIVIL PEi TA C11J D i11C REIN rl rrD4 It. NAB GDJ 1.'uNl,1+I FEED :IL vin, It M IL- DJr , u Y .� '-IrPrl}fICSWY' l V' P 4cC IM N:IN f�HSC — ! "ASI .txlM'DEB ^nJ: ds"IC aEc w!or qrr. rvLL YrINI Ctl:[�[r[ nl'G.'• • L N I.tl S ACI'. s &Jail' 11EE'_ PE NftlkcNlt SIUA UE P. STANDARD PLATE NO, 305 INTERNAL MANI'101LE, J01019A JIM. STATS SIIRLL 1E IMIALLED PGH MANLrAOTUREO 5'CGIrICAT ONe, CYAN ARTA ARMIP JOINS WFII WIJPE bkcuH ANO 'MIM 5n00M PGI01 TO P_400 J014T SEA -E, _XP.AIICVJH CAMS '3° MIN. IESTRAINING HODP CENji7EO + A,�_- MAMA• RUGD_A $_rEVE ON JOIN- !-�'� { L_S9 THAN O• 'S (TOR JOE NOYES U'1 ALL b'AVNTS fADIE FUbei't S_EEYE -A-01 b: A ITINDS, t 3%16" TIIICN. .DINTS 2 1 3�4" ,\9GE E%sA'JSIDI. bq+Ds, It cal,fr. • 31\ VLL35 MEL AI.. THE DOTS OR ttr MS 4V.V9 MAU P: $TAII•1.03 5 -EEL THE.l. Rr STRAINMO FOOP C -AI: PF, IS' 'V., vw-.P MEL EL PLACED UTJCEFtl PLEATS Or TAi_C TO RUBEE3 SLEEVE. FE -DW It r 441 SHILllill " jIELDSHIELD YNAL GATOR \yRAGATOR P, Y•'A1 T '. TAALE) Yfr.-ER TABLE 7;F 7 NCT55 1D' f I. EP'0J MlWtE P.URFFR 41.EM - '0 NIL 11110L 2. A'N H/,aCC I eLTPI VASTIO AINICSK - 30 \MILS 'HICK (FOR USE E" MIR CENTERED rhfI" PP UH AL , ON r(INT 6' MANILA E I r i .O. NTS F'oM��ir^�� 10 U' PELOW lHi 1 Yl1T F �ARL MANHOLE JOINT SEAL {Se"r STANDARD PLATE NO. b 314 Y In -g MlwtlYr"'A •- • -- 1 rll TIJ ON R10G Nn4u IA f 1i A 1A•LU H'+"AILTi 1m Mutt :n VAII JTf011RE3 KCWVREV.Ar,'IV9 K.IAA mlaN A 111-nkr 4rvcf' Th'I Ld UN w%1 I, - rxT .4,LH. •p IL YEe FT" / ❑I::OTUEiFL1En4M/N YaL`l1¢H1a/v Nq.L rUlrl p• AV VI—� % /mIT nS R:bUnV C Em .`NOD a' LacnBYON UItl IUM CF LaFt— u0f— BOLI' I [d^. 1 ro'u It ut, d IAM "0 • hofJSllfflf ki t EMYII —I q. l3" BDLi Tom.: AD.iO-IW @N'Jii 'G TO I' Te J I,M" Ta + RUM o "r rJn SGLLr kCVV '21 ALJ{.S1If' '`-••.. .., •r-ivV:Vs :of 8VJ hNU W1INIIE 4 mB.N•do' EnE ler cnam roll sJ�utar STANDARD MANHOLE rRl '11N0Imm .B IAu dawmlFs cxrffT WISBE vlArcwR"Br rnAd:s AxB CAVIUMa Aw nEquxrn) —11.11 B- Pl-2 01 LtUA_ nER54 ".14 TOY 9E++Ei" BA`WT DN CInTS :oYcR UUmC II // n SJKE vADiE u QCII tP zot A N;H . ITR IV 1:eq•T S/A" ^E wB BUM —� lL lH Y•JU.NA J. .11 -MED � bI0 TO BI CC-Nt—MLIINIi OK 1— d'. A —1, tO IA 0 -- fdl A4 1/1" IKI • REIr BOEI s /Z" .Otro. WATERPROOF FRAME AND CAST I ND IPL. rDRa N4V NLM6., OR ANY IIANFOIE YRRWO CEErN sM. Ok a'nHa 111C IDD Ir HWL Frr,,) !4D rI 1. 4. NNL PLM 11KC0 TWAN, 11Dgm)A n gd1L Ut 1'r ll A,wE3. arET L -1111 , lut 1.1 1 1') .110 LA) C,At"( IWITI BEIM'r,r! BE'"-�40 AIV 01- 3. MEN NEENAH 1-1041 UFTEJ Y'J'LL .Cx:Isl Dr Est n.^.Y r11W. N IP CASr IrN IIB, It,, soN IXrr+1°Idl F00 AVB I Br_ "YA4 0 AD.IJ')tPUj NN,,, 1' M'q1 All T-11ts-. s'Yl aWt1 oar A9T o• Gs I M r s] 1 v N,, P. A IN SR In, ?M A JU '+FAL A 4 I+I% P nC JU4, NT 'In,3. Ee U.I.NL 16tV E.VIBI5N AEI -,S ARF N5" n IftV, I''n {NVL rAY fu ACJVarVlll'S w u. MESE =BAVFS A. 111TIT., II �? SANITARY MANHOLE FRAME !' ^ AND _CAST NG ' N w Ve,ut ec D rtr or 1 o +�� STANDARD PLATE NO, 41 eF4 1a 4 307 H14Nr10TA _.. .._ -1r1CM B'FTAI %-P 1'YI'I;:4L IIEI'-0I ONiEJ ry,Af'lC 5"F,� VO�f 5.1 >n varcrt I+, H.Er ryl Mclr ormA,ncx , r s. • ra un r� w T s v 1, YI,1•I, r 1 XN p' h. I '1 1{ RI AImYMn M11 d H b1 Iln 1 I'If �r':.M PI Nv I A m m r t Al»M � rxr Or .Y a ,lal tn 1( It; V K,1 42 attLLTJI R MI 1. IAy Z11•�',. 14A114ft \•TRArJnlrf{`_IFMrAR. (�,. nH AJ.' 4 iYNal o3NM ,l Nxir i'1. 1�_M_r• •,t.1. wvI 'iVWTli 111 q AAVTNYI AAIb,IIN 6'crp,C,":OJ YJ'.T.L'MC :I WBARJ PCI Ii vPwPi 4AN5 :Jft CAIIA RASP, S -EP nvs gI60J WH DIVERSIFIED WILUAM HASS 24735100TH STREET ZIMMERMAN, MN 55305 TEL OIMIM120 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA DrnJtr B WmBfORun ROW Ns,Mf C V:'a YBENdm FEvirw xi NUN rOY< N'Cf•FYYF.t MA OV,N P I.;AANB OB OM INFS U+r a Aar NOt ,BEI irN e" H Nlrtmmu EF uN umEo PEAB,FAI�I MD6 OIOtigA AVNb BOtW.fl AE ro,1,Gr WVER rORrL[81ldgn^Nll DDCU.ExiA SU BM ITTAII_ DATE 0 L iI, 1) F O R M From Site to Finish �1 105 South Fifth Avenue Tel: 612-252.9070 Suite 513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: lendform.net FILENAME C701WHS005.dwg PROJECTNO, INHS4005 aHf r I tau. uun3 �I �r o t, &i LL,,� HE aFI C4 L'LNN D:,Y CI f'. TO DC ADJ1,3 siD ILL a' 1, PRC°OstU II+ApIYU a rlAli 2 1 WI �'TFir Post PA.IR7LD OLL.E Cu. AS ;{ OF CESTA NI !1 —rmN'+'C+� ROD J 'l COPPFR WATVA +ERVICL Cvee Nax I (,HP COCK Oti �^-'CURD VPLG PARER + � �`\ ' DJ% Lljin "PIGQCrPE: -I '1 14ATITEN,1N / TAIL•' - SAlIIIAIJY Irv, -n— J):10 nCNGR:tY. RIOCIJ V 11 4" TICK Ytl A' X J9" NOTE' AEL CURL UO%Ed WIlATrn vITHp PAVEVENI S "-"AVC FORD SER 55 A WCOVCRS PLA,:D nV ! TRL H'' IN6 (STC 'To ELATE 4(r7) WATER SERVICE._DETAIL NO SCALE I -n,mo STANDARD N0. Fnxu,rnrA -- IIY DRAT LOCAIOR NOJ (FULLY WPAPPCC F BER SLASS) 5 'I 'LNJIII I;LO,/'P)FI'I YJIh TAINLcSS STEEI Glt'1RF n1NF SPfiit.; AIWN 1 I/ ItuSE CONILCIICt. ppr In1ELycnOk Edi /� NOT[;• i•II I. 11 LEFT JR:NV Nr ATIN IJ t, LEFT Il4f. ATlhc IM !- PAJhMAIL RELL I9Ffi fiN E 10 _ DRDE DRAIN VOLS ADC 2 IRAIIIAH AMEN FOMItid,l TABLE T 6C I WA ORAI l N'LCJ _ GRIUVU OCLO'N ti'1RA AI IMATFi TIL L TO D: LINE PLT. is �O 11 DRANT3 1'I F PLL F.,rn [IRA H•II"F. b"Al SC lAD?,s=P �sI1P '(2 D SiN A kCTAL +TFIP AM) INd NOZZLZ G' I PA YTCD DL4CE A 1 'A'S MAI'- GE F. FILE WITH ("IAIr. . Z Al BEIOY GROUND NLIS AND RAi TR pal IDN t ,Vl 9r r". RFif r.': RF-ILHE ON ate 7TF%! PACER TRAFFIC FLANGE HYDRANT (OR AY'rKUVLD F041) 40 ECALE CIT1 CP tS�STANpAR20$LATENO. L CDt rn xttp eWE %1[1(117 u, JALV, 3Ux TO Or Ap1U TTD TO FIN 17WO Gfi4CE CXTEVSIC•N PDD CREATEft THAN 2" SERVICES WATER SERVICE DETAIL VU CCdL_ 4j Qtsezo I STANDARDPLATEN0, i'; T ip rU T 14 VALv uUX 10 H II41511,10 10 1 N SOl 4 PA(1C A41VE ll^N y r,-rw.•'ON 0 A MIII11111V 0JPNu1E LOCA rrQR Run TRAl1T 141KCA AIER RdrFlf IAIFd II'fOTA1,T DR .....VTC COAL m vdiv: n A �L J dYll»AN 011AIIY P EAGTICN 1 up AL C n',IER1 DC41C- I—S'D9 6.11 E MITI llll't\"I pAGrIh�T 'Ii,'l I !,1 PIN T11 .41EE; 4 I I CRUS ) Foc;: Nr ICE / IS 'VALVE SACK -J 30' Ip Cow.RETE OLOCK MIN 4" THICK cu n. MIN R" x 17" VAI VF 10 ATION 1N Vk1 'LYY '11 ��^L� IIHF P. 9C POFEIRI. 01 N CK A F1'IfH 4 RAFT ECULEt AFD VI" 2 r --:T riCl4 n"""LKOR LURs CREATEft THAN 2" SERVICES WATER SERVICE DETAIL VU CCdL_ 4j Qtsezo I STANDARDPLATEN0, i'; T ip rU T 14 VALv uUX 10 H II41511,10 10 1 N SOl 4 PA(1C A41VE ll^N y r,-rw.•'ON 0 A MIII11111V 0JPNu1E LOCA rrQR Run TRAl1T 141KCA AIER RdrFlf IAIFd II'fOTA1,T DR .....VTC COAL m f7 UIJOISTURECb SDIL-'.J' PLAN '13� AT 011L i_ THdPI 0 _SfrTInIJ 'B'. At orae � I A , A VNOrTU9LED COIL PLA!J •A,g I uor l[ s�rl T; LLi1 E SECTION _'G L SVD P1 L"JNLRCTC d p4Y TRF'IQTN F �I OT LCB° ' IHAII V" n SECTIOWI ILA; P`ATL_'Ae 91JILDIM1U 0,414 PRI( TD 1`011nllR, --asvor STANDARD PLATE NO. odyo 1 202 Fl N'SNE0 ,1 L. �._. J dYll»AN 011AIIY UIN 7 I4 VIL O ! FLAS 11 4 ... WAIfRMAVI VALYL GJx !,1 PIN T11 .41EE; ALIGI I,ICIJT. . D_C'CE �, I I CRUS ) Foc;: cu n. III B, VA A'L a WitH S T', BE 1'IP CT THRUST '11 ��^L� CK A F1'IfH 4 RAFT I PLA9PC PLASTIC R { T AIV dC HCV E 01a- I0r TES mm" IN ERAKAl11;IN VNC41 1 NvnflP idT FPIN. Rr,O'N IAA R TARLT T ,.AN.IANI SL19EH W` PIVC n Ain iA HJFR II' iAf.f rN 11'141 4E1AL I.TRIP AN) lC rh2ZL' VALVE UOK PAIIRFII filF N KILOW dnD.N[' lIJTC. CO!Til, Al1U k0�[IhG ALL OC :OAC -t U. -L I.IN STs iAINLEo TCCL HYDRANT AND VALVE INSTALLATION _.._....- I3 -f �tcp(j'O STANDAR204LATE Na, f7 UIJOISTURECb SDIL-'.J' PLAN '13� AT 011L i_ THdPI 0 _SfrTInIJ 'B'. At orae � I A , A VNOrTU9LED COIL PLA!J •A,g I uor l[ s�rl T; LLi1 E SECTION _'G L SVD P1 L"JNLRCTC d p4Y TRF'IQTN F �I OT LCB° ' IHAII V" n SECTIOWI ILA; P`ATL_'Ae 91JILDIM1U 0,414 PRI( TD 1`011nllR, --asvor STANDARD PLATE NO. odyo 1 202 Fl N'SNE0 ,1 AIWA", TO FINISHED / nM1.x4A AS S..^[GRED CRA:! 1•ALVC d x ASSEI4B_Y nkn tf h III B, VA A'L a WitH S T', BE 1'IP F. 7 or 4 IL QF 4 NIL I PLA9PC PLASTIC � 7l RATE VALVE UOK VARA 'v u;.I>'iENTi -- - :ALIO CDNf F.E'E RLOLKS MIlIN He' TX` u' X I'e s I� LL VALVti SHALL -t FITTEDYRfI :(TQIS ON +:N>. TO YANG THE CPCRATI VC NIR TO 3E 2' INOR :HE 3JNFA0: T. ,AIL BELOW nROUNn NUTS A VATS, AND RU/INU .�N4LL M. CCR. 9111r DR X110 57A NLCSS SIEE_ TYPICAL RESILIENT WEDGE VALVE & BqX INSTALLATION 10" & UNDER WATER A114 NO :r AI E STAPIDAR2USLATE N0, AFP I'li'N NI/1 II:P (PLED IROSSVt'2 PIUg5 - H'8 BEND 145 OPSD) I _ lI 90 UEKDT _ AND L160E.vU (23.5'1 S 0.12 C1.YN, C.14 ULYds I D O, C"YHs A" 0.77 DuY.IA Ole CUYd, O.PA C,uy,t, IO" I Q.b2 Yds 1.49 CuY6 _- O.I< GUT'dc '21. C.S7 C Pd 175 NIYdP JAI td,, 0,63 YJ I J5 0,Y:1. 141 011.1, .101 1 78 -Yd. Iq 1.74 -YNI -__ - 5.77 CUY,Je .63 G.IYcd I1�m 0YCn 'ITTt EI.CA5ED '.1 LOVCh,IY 1'1 TN POIE NYLENL ON L.ILUINU PAPCR PAICR TO IOl RA m. LI L LL' LIt IIJU 'IIA L UC POURED AD4 hL� [ITN, ETC UI k 'IJUU`!O, .S C,?CUl HC vI AL- F IN ill[ OlIMANCE 14M FCR 11 L'E N fq!ICTFIF IN fn FfiF1AAII:E Y,i"II I.Ir/DD' yFLHIMTOP 1 AL_ RANT 5H41 RE TIF VAN (IR MAP i F(i h SPH61PICS SHAIL RF I.a`(AN7,rG ON C'OA FO V(,'iN ASPN ALTIC TYPE R'.'STPFOO(IVO, WATERMAIN CONCRETE BLQQ (INC QUANITIES 1111 ,1 STANDARD STANDARD PLATE NO. S*o 1 202a I^ GVVCOR -DLNO TRACE R12 AVIV` C)FPEi `wwr A"]CX CI At. STEM-RLVS' �r 7ETIA+N LNTLY LIOUHTEO (NP) r0 GFADC f(Av,2C ucLi 11, VAX If 1 (ALL IHOIm YIC'PJ) N LCIUIEC OR A' VAX I II IC '�� Nit I `A11MJI,C NJ+II: GR [ASI SIR( 7 1.DI r2'/a: II Or mm�os IA MAX DRA'E-IN- LvNE LN.DEFV'A�1 MACIILSIUN NORtH Oi EJSI o 61UE DF Mi DRAM r.RCLIN)H 1li AVC i0N 1 ROD` --TAPE OR PLASTIC 111RE 'JNAtI EAn1-' ` 'IIL(FYP) EA r BIDE of wATCRrAAIII �.. AIATERVAIH HYDRA 1T PLAN \11CIV HDPE LP-•TAPJIfS9I IA.CKU IL ; `J �,`tl)./ IDOIE-OFOL'ND �ERuaNFATL/'SECURE ACCE;S LOXiC pEC,,`,ITIY)K DRAJI RANLE �`.[ NCP, SIAINLtSS SM, LOU TO AL.^. ' 7•C.' MIN FOR aR40K'.t IN3TAL4, '71,0' VAX TAPE OR "t -O NL I," ' 1 I x IYI `L A150 CUI I LN CLAD • ` UEEL-DWC VJIiF rnIJT NHE L'ILF.R HYNRANE4JNI LEAD —, '.D' VAX AVD L`aNHCC79 'D NAV :ANI' 111Rf — eI A ASV5 COPPER cou (SCC PIAN 4rWjYTEEL nED,-AC(OHY fuNNTCTRD TO PP I {g❑, CNOLND ROB `I y DiM-TI MAGVE:.U) LC I aX ZrNmbEd0 ANDGC I TRACER VARE DETAIL HYDRANT y,NCCDUN IF1i-4 10 SCALE j�J��+ �D//�Y��o�r'y�� STANDARD PLATE N0, Y= ,_4V ko 209 WH DIVERSIFIED WILLIAM HASS 24735100TH STREET ZIMMERMAN, MN 55398 TELSIM324120 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA � E• conal EncHEeN rnn Av, ada resralr 1=LE,REa1Nrn PEICR xll,m, Ia,rx x'c �< ux F\R61E I✓G til'E 11GHFN RFcrPOW[FO @Yd.OW�1E2FN01 PEdCAHTMTINmN OLO,r¢R 11 11ANX FF,RI.L5FCQ41al trr,glEER 1ouTwEe1 a[IIImJI Dow Gena S LJ B M I TTA L. DATE L. A N lD F O R M From Site to Finish 0 R) 105 South Fifth Avenue Tel: 612.252-9070 Suite 513 Fax: 612.252-9077 Minneapolis, MN 55401 Web: landlorm.nel FILE NAME C701WHS095.dwo PROJECT NO. WHSIB005 CIVIL DETAILS I SHE! -T NO, 1.103 FORM 1/2 PIP- 41111.1 ol'- � LARGEST D19METER PIPE _ \\\ DfOUT DorroA TO FIUPE rt narT rarE as sru811 SECTION A A 1.1411101 F COVER 5' 4B "'AME a PASTRIA '.'EE 5H4LL ik F R MNOOT I 711 } (p SCIIE) I,F) 401, A'1-11 27' E r JEu AD.III5T1N0 MRA -(5) PER 5% PI AT• 41,4 T 11 FI1,N DI1` NCf FROM MIA 11 TD FIRST [1 FP IR 14'. TCS In"7P;R14TSTEC. 1AN1101C 'D E CU JS IRVCIEO OF APPR(!FD STEPEINFORCIN SHALL LCL PER.SIANCAAUA5rld C478 WATCRT(G'n IOIIRS n F'�ATE 4180 I HLL DE PCR ASTM 4421: VARIES _ T0E,VER CAST -IN 'LACE _. -SFAL rIFtS --- 14ViER 3ECTCTICI WIT11 OROUT 1 II I 'I '1 I YHCCA<T OR IHIE_3RAL ONCRM VAIIHOLE O"E L FLk hINUU" 4U71. 1A1 POLL 4SPT'A_L EOEO EAU PD`IATrT 1 fL0! IRON PUFF TO OUTLET. vAxNALM FO.L UELGAll Ir$ IT, SLAB TOP, MANHOLE s-uPy 5'EwrR) NO SCA - SITl RIF •} n/T STANDARD PLATE N0. •1'- LSGCo 400 AN'NAIIJM V. THE== \P RAVE) FA1OLP:, DCVIOCS Al 20' 51`1\[1110, A °1 DEPTH CATCH BASIN IJAXIML'IA /4 INCH DIAMFTFR I'll'1' 517E ND 3CdlC STANDARD PLATE N0, NIMH 4\.}TA G7 0 g IORAI 1/2 PPE SECTION CF—. LARUEST DAIALILH 11P1 /' ' TTT I\� 1 F016H 10 SLOPE OWARG PTFE A..r SIIIAN SECTION A -A BY ARCDVi6 FHAVI, h CAS-Irin (5rr MI -I K CU SCHE:L'-F). PD UIIS'• nIH 4(S) Plq 5 D LATE 41 d NRECAST Er CENTPC RCDUC S SECTION -I uAXIUJH '11TANCC Ff.UN HIM Nr 7 TO FIRST STFF IS INVERT SNALL UE' "111, rCh' MNDiII •t011, STEPS AS PEP MN/OOT Nr�� =�- STA,JARU FLAIL 41UUJ NO SCALE —A+AVHOLE :nlfrcr,�[LI[NI { STANDARD PLATE NO, Or PEECI T CCt•LRETC •E 0115 STEEL R IJFCRY—O .L EpPAHCE t 1 CAsilll0 NEEVAN 3'v67 OR GOA CI! 5_A3� + J f U)JIVACLIJ1 NIIII VL tln/PUT 4022 I 011 UI LIMA C\�. 4AA7 4 IO4T )CIN -s SHAM Rr Ti 0 U+ W�1 EK 111 PLA L 1 F7AFICHIN 9 }� T� N -ei /'I' rl k ]NJ y r 6 ITT 4�,14 � - "Rfrl+T III'=RT HE -STANDARD OPENINr? PIPt A DPENI O SI Lk SECTION A -A 15 VOIIMUrI C_. DC'TII FILM' LINE TO WCIr 21 30 _- Y4 � ' IPc DA. )•114. OFPTY MINIMUM 0.PTII +Yn111 BNP: - ---------- '9 ' 45111. d1 111. a H. - IN, 24 it IN. SEA 171. 48 INCH DIA METERSHALLOW DEPTH CATCH BASIN IJAXIML'IA /4 INCH DIAMFTFR I'll'1' 517E ND 3CdlC STANDARD PLATE N0, NIMH 4\.}TA G7 0 g IORAI 1/2 PPE SECTION CF—. LARUEST DAIALILH 11P1 /' ' TTT I\� 1 F016H 10 SLOPE OWARG PTFE A..r SIIIAN SECTION A -A BY ARCDVi6 FHAVI, h CAS-Irin (5rr MI -I K CU SCHE:L'-F). PD UIIS'• nIH 4(S) Plq 5 D LATE 41 d NRECAST Er CENTPC RCDUC S SECTION -I uAXIUJH '11TANCC Ff.UN HIM -IdIN G 11,1`1A11 OR 7 TO FIRST STFF IS INVERT SNALL UE' "111, rCh' MNDiII •t011, STEPS AS PEP MN/OOT =�- STA,JARU FLAIL 41UUJ NO SCALE —A+AVHOLE TO RFCmulan r.r,o nrrov STANDARD PLATE NO, Or PEECI T CCt•LRETC •E 0115 STEEL R IJFCRY—O (/"�/ �•/SQ 401 SPALL D 'FT ASLM 4/8, NINNFe OEA _. . 4AA7 4 IO4T )CIN -s SHAM Rr 1 PER AoTM 447J 9 �*l �.. I, ! -IdIN G 11,1`1A11 OR IN1coFAL PAST kIL IAS RAAF INVERT SNALL UE' "111, rCh' MNDiII •t011, SLOPED SLOPED TD PROVIDE SH AIOU( F7 Uvl FFiNA IERLtNLE1 -U UULLLI STORM SEWER STANDARD MANHOLE NO SCALE > nrrov STANDARD PLATE NO, (/"�/ �•/SQ 401 f -Ii III NINNFe OEA _. . FORM 1/2 PIPE BCCTION ESI Or[[[[[///��///////�yYYX�� r• v.'\`� LARODPJJETER PIPE I 1 /L; 7, �:,)1 ✓ GROJI 307TO11 TO S_OPE :NoMi SECTION A -A DY ATRDAR LAI ING NEEVAH 3467n DR F.QUIYAL_Vr YII.II AUIJST NO RING 3 JL UN RR ORAIF , �" 1 / HER SIV FWIF < 4 IOP OF C 0 , ;1 SLAB A' L Mn/rfiT 4O)2 i4 HAAIOUAI U5IANCF-�'' SfFPS AS PER •'V, -I EQUAS' L•BONFiJTS AS FIRSTROJ Hill TO ,;`y% IJ ]OT STANCAR.� Hr0'•NREO IN 1 11O1 FIRST STEP 19 21\ . ^UTE 41.60 ( MI. _Firll5 48' j♦f— 10 Of. FNECASr Lo+VER S;CRCN 1 -'LL_eL1 ZFAI FIFE :+ \ NINIIJUW !e" HN1 NAKIMUM y 4r, NIGH V, 0UI -LATE I IN UN) 1 (-y, .11J0s. IPAIVI SEGTON i j h 1`11 ST OR r 114T'[XAl NCh:l1 !•., :' VAN U3' RINSE P°R. AIHt T 4U'1, ;V HOiF5: _ _-.__G. < __.. _,. WANF(;.E INYFRT S IAL: PC SLOPED TO PROVIDE STIOOTH tow FORM IHLE TD OUILEI'. NM10LC 3TCEL RCINrOnOPIO (ST, SECTION A -A) SHALL IE PEP 4$TH 6478, STAtJDARD STORM_..MANHOLE — CATCH BASIN MINIMUM COV- R FLOW LIKE - TC YOP VY "PE = 2 FEET "otSB�o STANDAR40PLA'TE NO. V/ELI'S ANUVIIO W'LIH IU SVS• HAALA 4C-57 P'ATF STYLE ORATE On DOWNSTREAM- -, i-UYLIRrAM 5 SID= Or Y112111Y112111TF I OF AT]N M1 I' t MkPIFOLE (WALL OR OAS-.) 5 p4 ANLEVH FRE -f AST INTO 1.14NROLE 12' O.0 N01 LS ALL ,EI! MALHOLE6 SHALL HAVE At, IN -MM ',IEIR r'iI;CAST V/,IF INE LAiIHOLI •11' NECLSSARY, AS AN 1. Ci1JATIVE TO THE PECCAGT WE R AIID ANCHORS 1 YA AJ ESI'dc A ICHOR SYSTE'a 'N ,U ES 'L ETH HVA ! H Y CAPSULES ARU MMS PT, IIAJUFAOP REi DT IIILTI CCRP OP AFPROVEO CaUAL NAY RE U?EO REIN MEM4T BAPS IN IXR NOT SHOVr4 WEIR REINFORCEME14T q,,IyALL AND BASE 411' EUUIVA EY' +"�- II ` PRF.CA.ST UANHCL GECTONS VYEJ;r LO`f [ILyp70H � r ' 3Et'CiIr _INT&;eR•AL W49 PRECAST MITI 140 ILO V, 1.1 41 REUAR, HOPL4. ViA-11 I, LLEV,i°IDV RCP OI -LT PII'-' 12" NI -�., T N•F 0rTA1, FOR , !I:F it, LI FIFI� hCR FE VFORC ENEL.T° e• WALL AI1U RISE IN-EGRdI 34Uf 4OtF,, I YEAR STORM EVENT EL S -RILL Sr AT Oi; ADCVL EHE Fr -'1 )"YEAR 3TPRLi EVENT CLCVA.TICJ"1, OUT NO • ON.R -14414 F=E 100 "CAR CIEVAT ON SK,IT,R STRUCTURE WITH WEIR No sc E STANDARD PLATE N0. Ht+---'�-' 'S� IWIR MIRIOTA 403 rk Ru 1/2 PIPE SLINKI, IAR(F6T DIAMCICO PIPE '�-OROIR 001TO11 TO EWPE TFIYAPD FIRL 1\5 '110104 SEOTIOr1.A-h Df APP09,s CONCRji, �VAIAF PFR f.AST PIO NCENAH R-4342 OR EOI.IVALENT STUD /-(O\TN '1 AN Tl GPAIE r-1�. - `r /t MN/DOT 1.20 HAIIMIJAI DS,V, L .ILPS A PEP FPOv RIM IV MN/LOT .-A OAR - FIRST tTEP 14 711'. PAIF AIUJ I 1 TOPS 115"O.C, 41"- A A - SEAL w1n1 m1o1N - / I 4„ I h1ANH0_L INVLI+T %HA I. HE J]Prn TO PROVE IIL VIAt10T1 L ANN(TLE rTE.L HLINECVICIHO F.CW 4 IN LFT 111 OLTIF EHA_L APLR A! -'M T471. 190 . STANDARD STORM MANHOLE—YARD INLET HO SCALE wrav-s I I%� VANDARDOPPLATE N0, L NINNlcorn(� �. oI 6 cTYPICAL TREATMENT BASIN u a N SCALE NP T STANDARD PLATE N0, E �mL1 Otsego -- 404 _ IM'lilt TI^"TOV TO ELGPE OWAPD PIPC AS SI -OWN Of 011,04S, A I, rr A TOP VIEW ,-CAS-11111 HFFNAH R-4{47 0T CC NI 'j lll'L PTFE GPAirRATE. PFM ICL/� •'��.. v�/TOT PIATr NO. 4'•A5 11�1�Y II A Al OPTION, cEl ft uncnL 27 E'LOCH MPSCIMY 1 V e TlUV "CPJ, ('IP- MUT ODT[F{Ar A4C '-'I 2UL'IIS. 1 1 J..TI+ CRuUi UE II005 SEZ NNE' i (CAFE Ih: ,02 CONE SECT00 0_-1\1[5 0; 4Do? CO 101 AP 1Y UANH7 _E STEEL iEINTV.N, C'INV 5W_1, WE F:N n5`u. cqa. J PIN. S" NNE nil 04 • Ulna IHS HUM C'N, VCIE V IH NHOIf. 0614 f E4. MNIn)I '.-)II, SL.CIION A- 27" PRECAST CATCH BASIN '(ARD INLET uu $i1r11? O S ;4o STANDARDPLATEN0, 40 „ I iF'A7v N hMY InrA WH DIVERSIFIED WILLIAM HASS 24735 100TH STREET ZIMMERMAN, MN 55308 TEL 61E -LINEA}/ ..E PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA n7c1 [AO4En ron,wv FROn H51am Non. c NsarinrvHo; nrv<A FSNNN:9Y1 %'fF.E/YXFR X.M tRN wd ¢ N AHIrIN,tINP t AV b�OCLLA411R AY C4N K1 n.EtnaarFnmrAasel.mrbneLoocu.rrn4 SU BM ITTAL DATE • • L A N tD F O R M Fran She to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-2525077 Minneapolis. MN 55401 Web: landforni FILENAME C701WHS005.dw'p PROJECT NO, WHS1B005 I lift. 16/2"1 \+I �I > 1 T� N -ei /'I' rl k ]NJ y r 6 oI 6 cTYPICAL TREATMENT BASIN u a N SCALE NP T STANDARD PLATE N0, E �mL1 Otsego -- 404 _ IM'lilt TI^"TOV TO ELGPE OWAPD PIPC AS SI -OWN Of 011,04S, A I, rr A TOP VIEW ,-CAS-11111 HFFNAH R-4{47 0T CC NI 'j lll'L PTFE GPAirRATE. PFM ICL/� •'��.. v�/TOT PIATr NO. 4'•A5 11�1�Y II A Al OPTION, cEl ft uncnL 27 E'LOCH MPSCIMY 1 V e TlUV "CPJ, ('IP- MUT ODT[F{Ar A4C '-'I 2UL'IIS. 1 1 J..TI+ CRuUi UE II005 SEZ NNE' i (CAFE Ih: ,02 CONE SECT00 0_-1\1[5 0; 4Do? CO 101 AP 1Y UANH7 _E STEEL iEINTV.N, C'INV 5W_1, WE F:N n5`u. cqa. J PIN. S" NNE nil 04 • Ulna IHS HUM C'N, VCIE V IH NHOIf. 0614 f E4. MNIn)I '.-)II, SL.CIION A- 27" PRECAST CATCH BASIN '(ARD INLET uu $i1r11? O S ;4o STANDARDPLATEN0, 40 „ I iF'A7v N hMY InrA WH DIVERSIFIED WILLIAM HASS 24735 100TH STREET ZIMMERMAN, MN 55308 TEL 61E -LINEA}/ ..E PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA n7c1 [AO4En ron,wv FROn H51am Non. c NsarinrvHo; nrv<A FSNNN:9Y1 %'fF.E/YXFR X.M tRN wd ¢ N AHIrIN,tINP t AV b�OCLLA411R AY C4N K1 n.EtnaarFnmrAasel.mrbneLoocu.rrn4 SU BM ITTAL DATE • • L A N tD F O R M Fran She to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-2525077 Minneapolis. MN 55401 Web: landforni FILENAME C701WHS005.dw'p PROJECT NO, WHS1B005 I lift. 16/2"1 RCIIT POTTONI TO SL'Y p"ARJ PFG AD'1ICAY BY ARROWIS A \ A / • .I.TO. ll.d L'/•S11No' NFFAOH 3D67 OR EONIVALL'N1 'Hdll. CL OR OR CRIOE ADPJ!STINCAIPIO(O� - PER RTn F" -,E 41- -'WALL IU U `RECAST ",-WALL OR COVCAETE RFbER RLD" IV �. "i 5.4L N'Ri� r PRECAST OPLVINUS 5RCU1 _ AS HEOLNPCN Gi0'_T IVIVGIII A5 -' ' :alone NEOVf ', - I ,RECIANCULAN =ON A -A `7.405` I, C'J NICU, BA3E SHAD BF u" FOLWEC IN I'LAOE CR PRECA5- SLAB. 4NHG'.F STEEL REIN=OFCih'0 SKILL BE Pei ASTM 0473. 2' x 3' CATCH BASIN NO 50.41F -ArLD try Zn,7ry y-. STANDARD N0. �i� I1OYIQ i- 9 id NN111[1c1A 1I [e AIA4E 1 RI Tit CLEd OJT *Tki 1 dCSF IRI) x UCTAI CAP}_` I I II l FRO7CT DFAIN LC Vi ITI `OTA 10. PA 11710 NEIA FENN OTS rLACCD NEAP TILL LOT NC I' NVFIN ES', PLAN VIEW CLAY g01L5 ORANIEti HALL NE RAM AICRC -H'• R pA 101 JuLS 'SO I1441 IC L'. IS VURl INAV UIIC LOT 1M'Tll AWAY FP U! A S7(4,M VFn MUr101". IFANCJT(S� All BF R 1 FT TO FINIS -IND Vi -ND AI ALL Bit, ,JA ANO AVU UI OM's, 2. Rfi:fh,V TFANS'VERyC !LOPE OF 'CRFORATED PTE 1 SHALL UC 214 �F Ffll HEJ CN'UN) Ix"{ COU15. FILTER I-1EC11E N1/CPI SPtC, 314', 12" L',l�.� :iFO'FITII" I'AMIC Nlh/ROT S=F(:, 3785, dIN. l .1" T � r, H' F T -R A.Cr. t +„ NL I U" ALL S V05 �" C 1 5C N t .1A C ) �J .,,•� S 'RATED P\: PIPV1:j L)' aP L0SL�b:LD 4" DIP. FE F q q V. SECTION A -A `��_ %�..,• '4 X*)AS PLHFpMA_'O'4 'n. Y" "I1 15.4" }l A., )PALL) S" APART P'. ACFTI IN :`UTIVV :/.5 OF PIP.°. REAR YARD DRAIN TILE DETAIL iJ STANDARD N0. -' 0 IOn2p 13 THR3 PLNIONAI .D FLIC IRA. `,Vf RT (MAF AU Uh AIN I ULCM1 -Ub it nF u Aw'Y BE nU c_NT `b, BCLUw, OH PerVF 410)IId RFVIEh) TOP VIEI`7 \ "'-C A' ROVE) 5UECRAOF f:UA1.SE ILI.F ACCNEDATi \ \+ LIN/!OT SPEC, '.IAB \` 0F01Fx11F FAPRI" I'l, 5T !:?EC. }733. TYPE I `SQL , 4' JA, RLVI LYAIED ZCTE1 PIKE KIN/Vol 'P L 114s I OUILh; III RICO— OF (HA -MIA BOTTOM ,j 0 -- ROAD'W'AY. II 2, 111H114IlId TFAV'.YEFTE SLOP_ OF P:R, CC ATCD P C'C SNA'_L U= 2:1. TRANSVERSE PERMEABLE AGGREGATE BASE (P.A,B•) DRAIN Na SaAli Mda� ' STANDARD PLATE NO. . .. Otseo 411 ;1411 h ""INS FEZ IAH S --1 .- HILItAkOUS 'A'CA4 .• CTJI DUS NCh9 COURSE CCUREE /,, �/ • 1101.11\OU5 IJOV 'A'CAR CCUn'C • _PAV(MFHi • 11 A1,4FE„ATE " CLASS 5 ACC�EC47F . •.. CASE 14 FA( 4 R:NG3 Nd% -• 3 OR 4. AGCPE34TE �uz BASE -'i MNFS' LNO7 PER C n. 1 -EICRY \ "'-C A' ROVE) 5UECRAOF f:UA1.SE ILI.F ACCNEDATi \ \+ LIN/!OT SPEC, '.IAB \` 0F01Fx11F FAPRI" I'l, 5T !:?EC. }733. TYPE I `SQL , 4' JA, RLVI LYAIED ZCTE1 PIKE KIN/Vol 'P L 114s I OUILh; III RICO— OF (HA -MIA BOTTOM ,j 0 -- ROAD'W'AY. II 2, 111H114IlId TFAV'.YEFTE SLOP_ OF P:R, CC ATCD P C'C SNA'_L U= 2:1. TRANSVERSE PERMEABLE AGGREGATE BASE (P.A,B•) DRAIN Na SaAli Mda� ' STANDARD PLATE NO. . .. Otseo 411 ;1411 h ""INS FEZ IAH S --1 F) ONLY rp .• CTJI DUS NCh9 COURSE CD OCIiC)ULC 1 --- P^TI VII'OJ hOJ-A1.'AR COUhSL CON(REF: I+CaaFT� AD1J511'. NNO-.---j'!"- _PAV(MFHi • 11 A1,4FE„ATE .5118,1M 0, $FI..0 NRAMIILAN HAILIIAL 10 uV::OT 110 U.E 407RA 14 FA( 4 R:NG3 Nd% -• 1' 1, -'i MNFS' LNO7 PER C n. 1 -EICRY IIIDFn nrUADJUST.VEIT1 I 'Alt 1'.VUV A"- TINGS IIA C "'j '01V le" .II4 ` Ill TO TH r .._ _ •. <', 'x'CNF FO IF IC JS_ ([ 4 r,ELKO', \ LO4RSE FILTEF 4U_iED.91E NN/JOT 51EC, 3143 \\ I NITCAD Or (5 2" - \\ SIS3 IYI'L 1 CII ALL a1Crl FN c5 Or r0A FILTIR Ar ,p._1_,ATi -OLIO A DN PERTORAI- 7 NOIC 6" r USED FOR P R TI11R Y RUXS, NAY DC U', D 0 ALL I, fiCCV i CC1ICI.L IE V F I I, F N 1 F : AIL I)h.V MAVIIpLEx. CATCI. DA. N5 F I Ti lu iIUHM /A1 L! 1 PI CUTS DE Cfl YAViI AR ANN \RHIN fIIRR AN GVTTER 2. 'TORI( P44Rl1O1 F' I III. A IAVLO AA A., SRAL- USE IVE "PV.SNC" RNLS AVD CUNIUNII IL t G LATE .110 3. CDIIORFTF FNCV U AD.,U.qO I•II•tr_ Mn/CVT -'LA'E 026A 4, "•, INS IISFR -OR I HINU LHA_- UE CILIA_ C+ COINJR:TS STORM MANHOLE ADJUSTMENT RINGS STANDARD PLATE NO, 414 4-G, PCP II'- S PIF- LCIICI.0 CAL / Y,IIROITI 1 ELITII( SUKRA"_{ / (kAY 'U' UJ SL LNI 10, U_LU1V, OR I- f ABOVE 'TJaN S;WER) TOP VIE1'! _,, -N!� F) ONLY rp .• CTJI DUS NCh9 COURSE 0EAS --- P^TI VII'OJ hOJ-A1.'AR COUhSL IYI.NF (HIP) 1N 4 CVL) R, QwN A -'(AR. 1 PIPL LLUINU • 11 A1,4FE„ATE .5118,1M 0, $FI..0 NRAMIILAN HAILIIAL 10 uV::OT 110 U.E RA'F • -ti �. Ypk A(,uREGATE SUB B45: iTT" I J- LU=UHAUC PP; EaC11.0 -� 01#1 �` <', \ LO4RSE FILTEF 4U_iED.91E NN/JOT 51EC, 3143 \\ CEDiE%TIS To IC I4V/0D1 `SPLG. \\ SIS3 IYI'L 1 CII ALL a1Crl Or r0A FILTIR Ar ,p._1_,ATi -OLIO A DN PERTORAI- 7 I,O MV/JJI .f' 1. ClI411da.1 25' w OF CATCH RAS"IS, (HGu1:IrH R iTON k, CFP •K) 2, LUY161JN1 SLOPE Or P nlfQIATC7 P=C 1H1. BE 1:A, ONGLTUDINAL-PERMEABLE AGGREGATE BASE (PAB.) DRAIp3 1+3 `•C4LE STANDARD PLATE NO. 1 412 RF iRLwL 101' F) ONLY rp VP'UI YEk[t PY (P) !T \FU III RH CYL 1V AF IC 0EAS OF EGATE) PJLTEIH C: IL tLN OR NOR Kit ITY 1LYF IYI.NF (HIP) 1N 4 CVL) R, QwN A -'(AR. 1 PIPL LLUINU SHAD. U II IL AG>CRLOVIE ULEC IC Y A 111001 .5118,1M 0, $FI..0 NRAMIILAN HAILIIAL 10 uV::OT 110 U.E IIN15HF0 CROJND ^+ �. Ypk Al r PP; EaC11.0 -� 01#1 �` <', hnllA, \C INSIDE 4 OIAAIfTGR P[ JI x1N. i ry"' (11 ' D' PIP- FF iPING DO' Fp = 011 .1\ UUrN'CTEi In) P >f N01 CIJNPACI BY AN! 2 Ci_ n MFAh5 PRIOR TO IPI. V 17 Ig {LA.GCMCNT. g - -`II I r9 4 Y IG 1¢ 1 M. x 111A1 N(MINA PI+I OA41 It IS AR" FON TFRI, 5E V; 4 SMV COMM. NAXPLIH i11eANH11FN PAA C,F rw, 5YIT4 I Y FT 0" PIAS 10 PIP' IS 1''. 3 PLASTIC PIES G NC. A'.LOWIEC ATh1J1 111 WATER TAD.E 0 NOT PC,FOPM P]'E INJlfLUNO.' LCUILLIVJ11 COV PA�TICU, OR DT_FLEC1104 JLSNId IN SEANUINO (NATER. UACKI IL_ ;FAL BC COMIAOLO LVLN I All DIIIULIANEUL LY I b" •Intl Oil EACH `OE OF THE PAPE. IJP 10 i AUOVA EL !IWL AMEN 0.44CTEa. S A FA 'NG GC LCUTIOPI TEST S TCOUIPED FOR A(:CCPTA)CC Or PIr�, i 8, ITDTC.: AL. PIPS LIHOSS 611.10.v7 COVER FTCH DAVAGE tOM IICAYY LOACIT.O OURING CONSIRUCTION A" PER 1,1007 2?01 k 2505, PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR STORM DRAINS AND CULVERTS NO SCALE VtSP�o ( 5TANDAR415LATE N0, I+rnxlnorA WH DIVERSIFIED WILLIAM HASS 24736 100TH STREET ZIMMERMAN, MN 55308 TEL Al2dl24f128 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA CMr1k1 Pn',I,E[ n Ice Nf1 atlw hSlcxv N5VF rnENHa REMIC km P IeFl[, M1ry� �1 N aWaEN /¢I� W�D htYOEiA hTE"DL01 DucA541 TI N01i rq l N,¢q A VNb D008,EM. FIFA4 Cc'NAL 1 Ir£ DrgNEEP IOftTYfdl AOg11GNA Da[WErNd S LJ B M 1 TTA L DATE L A N D F O R M Fran SRe to Finish • • • • 105 South Filth Avenue Tel: 612.252-9070 Suhe513 Fax; 612.252-9077 Minneapolis, MN 55401 Web; landtorri l FILENAME C7111WHS005.dwg PROJECT NO. WHS18005 F'OUH CONORETE ,f tl i 4 {y Fye P 3Y/�n! COLLAR AROURI GES Y 1 'J CONORLTL 6'.00K TO AW HDP ELDCNS f 1 t -y 'It JS GEOTCXTILE FARM, ;I, S /A' BLOCK "HALL - BEC, p�r, HF HALKfI 0 w/HOPSOL H =j L tCNa!!ON C IS CIV'N ON i Y FIB. IL 1100 d 11 t0 (,.—. Ay."`�-;•f, '1�L1'�� IST P,ONr of BLOCK SHALL 'M-L^�! '�•- KT^'^) DC "KEYE011 IN _ ._ _ 2 € /.P:® E )• jr a --r i AT i0P ANn r° � M ALONG p.0E9 u nA. E�r ..1•,., �I �V jl LSL 0"IV, D FOA PI=E ARCH (CC STD. PL 3t I6 FOR EOUIV. D) CONCk TE BLOCK CEOs_%T .E IAtlAT f A2} 3EC -A• I ANIICV'-ATCO CCNCFEIL NLOQK SHALL BE A HANDPIICEU IWERIOCKING CgNCREtE PAN SYSTEM, CAPLE WiINFCEn CONCRETE FLOCK MAT, OH Apt, OVLD E,x1A1. C) FOR PIPE" BOWER DIA14 OR EOVAL -0 W. U3E 2.0' ! i DEOTWILE FABRIC PER MI/001 SCEC. 4IJ3. FAFRO S-I4LL BE OVERSIZED A MIYIMM OT Iy' AND COVER THC WIRL AREA tl%DFR THE 3LOCK MAT AND FXTFN1 V 4GER THL UULVCR7 APRON 3 CCT liy IF ACARL[ CONCRETE SYSTEM IS USED. MULTIPLE VATS MUST BE TIED TDOETHFR '- IRR MANHFACIUREGS S'E C. AN) ALL CARIES PRUNIUDIH"u BEYOND THC F'N415HLO ET1RE5 EJIALL DC CUT FLJSH TO THE HL005, d gRTiCULATED_CON,CRETE BLOCK A - R,C P, OUTLET IID Icka ate- ot58 "O STANDAR500 LATE NO. El " AIA -15 HINH614TA -, NCn-140'JEM D:T[R COYER 1 " HIGH DENSITY OLYCTHELENF FRAME s —BASE Dr FRAME RAPED 2, SIZED TO FLT INIET TOP C� 41pE VIEW itiP CAl CONSTRDCTION SEq LENCL FOR SILT-SAVAR FRAME A FILAR . EXCAVATE 0 V CL 0 BELOW IHE TOP OF I ' .4INL STRUCTURE. TRUT E. Y 1 7 6 0 1HF INLET STRUCTURE. 2. PIACa THE FRAME WTO THE INLLI STr UC.URF, ENSURING PROPER SCAT V) OF FRAY[ To STRJUTURE. S. SLIDE '111 FILTER OVER THE FRAME, 4. FILL THE FILTER POCKETS YARNSOIL, 457 GRAY[L UR EQUIVALENT. T'IE FILTER POERZTS GF PUJ DE COMPLETELY FILLED TO EHOUHE A GOOD DEAL BETWEEN TME GiOUY] f, ANDINLET STRUCTURE. 8. BACK FILL AROUND THE FRAME AND FILFLR ASSIM24Y IS NOT REQUIRED TO COMPLETE INSIALLATIONI HnWFVER, BACK FIWNO MAY 0_ NECESSAir IU LUMFUIE C%CAVATICn RE90I3EMENT5 FOR IRE SITE. y SILT—SAVER NU SCALE 511.-SAVzft, INC, j WY4W.5�LT54VFR,COM R 0 nP STANDARDPLATENO, � HNUNAA o�A ,A j3`IANC BA3 U I�JI -DTDP INLET hA➢ ARH GRATE TYFE FF (N040 MONO FABRIC) `\ PAG MIIED Y,ITH 15^ CLEAN 'SEWER ROCK" OR 6" SILT SOCK pN RURIONAI IR" OF GEOTFXTIIF-:� IS ylR rPED Ai DUH) NIC HOOD �4',kx.,,,�, 1 x d' AN' . 0,W J '* 1M4 :OT[XTILE SIZES LLL Bi G H tl" V1N DAEAY Lk UIIALL BIDCS OF TF LACE' COVE ISLET CVCR,( ILE -'NEER ISLET COVER. <), \ 2"%A" EXILNULD LY NU CRA:! VUi. K OH D(lm SIOrE. Y H GI krEXTILT. USED rOR INET PROTECTION SHALL BS MpNCDLAMLAT IN tl01h DI RECTIO45, IACETrNG SPCC. SBOD T IT1H MAC a( 6 T' W WIMCO'S MAY 6E USED M PLACE Or Aa DOE. G EU ALL DROP IVLZT FROYE['ION SHALL, xE p[MOVED PPIDR i0 {V1FREfl FREEZE, r t DROP INLET HOcU PROTECTION Y 't :'k H 1, FIrr A+r A ( ,�se STANDARD PLATE ND. n, 41 G507 6� rc°'� Nlxneso,n _ vvw, Fere ADJA.CCH' DLANKEI NUZN PROP4]JIY END OF LIPPER DIANKi --•_ TO OVCBLAP 00"10V �+•"^ 4 y VjjAVERIN 0" OE[P YERTICTICAI. -BENCH W0a] "HER BLANKLI $HALL ]: PLACED AND STALED ACCORDING TD Vn/D01 5PECIVCAHD4 :.575.11(2 MITI! INE F01WANO LKCCPTION5, WJACD41 STRIP [DCF.$ 511ALL 6E OVERLAPPED A VINHAOM OF 01. PLASTIC OR WOOD PIODCDRADXrU 3TAKE0 On STAPLES SHALL BE USED IN PIACC OF MCTAL WIRC STAPLES. CG'DSfAKES AND 91OITAKi5 ARE ACCEPWLE PILWUCTS } FOR IHJL TO FASTEN WOOD F15ER D1ANK:i WOOD FIBER BLANKET IN$LALLATION ON A CUT SLOPE C NO SCALE 1) Y rnoYm - STANDARD PLATE NO. sD2 " NbACV :cs Nlu.aaaST. ��_ 21. - l0 Ito: -.I �'>✓ ._ STAKES PLACED BEHIND SILT SUCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT I PENETRATE SII.'T SOCK FABRIC) r fT MAX, ILD"' OF r -L 1 - s i " L 2" 'I'NENCH I (1) BREAKS IN SILT 5OCK SMALL 3E LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION, R CX SOCK'S SHALL HE OVERLAPPED A MINIMUM OF 24" WIT,l TH= UP51.U1'L 51DE INFWN_. SEDIMEVT ACCUMULAnON Or 1/2 THE SOCK HEIGHT MUST or, REMOVED. SILT SOCK No amu 4 STANDARDPLATENO, v' 7wis o iP "0° wuRcsDm HapO SURFACE PEIpUC ROAp f \NIi�N Yrn0" AIINIIAUu 1"-2' WASHED ROCK— ROCK CONSTjI(��Q�J_�N7�(AN(� A NC SDAL', h 6� L+; y■. 'QQ4 STANDARD PLATE N0, 1� /YSPG 94 N1Ntse 505 JJr n(F J[J ki �PIP14 g I)1f41 ,1 a' �,••P.` r'1Yad:,N %A;td'c �I (Jfl II �fl��'1�` a `afil .71:1111% 'A�'I � 1f 11•ILII n � FA _ NISn a.V1I n'^ . r3w;As M 11 $ ItlYl'Il (A,I�, Iln.,l a I a� 1 8 k fir 7 \• 'rll I' f I"s i`.=Anal.. :TTaaI i "� K.n 41E tl EhV \ � " I1I1 `` C ��e �q �rhppl d�F` <AI��u liNiia \\ \i I �r I i• .A ARgNtp _w�C_ Il'y,JM, 11L 1, S' Nxn�„ A f <A Ipt TUAAv, A' +Y 0. �I.e'(l .l..i_ TJRP CSIABE-1RIli1 AR1 Wrv'TaY f AI P.cx�ART uu.91C23 WH DIVERSIFIED WILLIAM KASS 24735100TH STREET ZIMMERMAN, MN 55398 TELIM2432•e11e PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA OINK [AWH[R Port bIYWNn MSTON'I A L le I¢44a1 rtC\S0. i1FE °Y=uATVaE 6EI1 CH fa.Rl ICA AOF not ptA 40. \HF,LE RR✓4t,[iTNAAC na[Iwmu Be' RT[tm[n FEApArA�tIN,G61rO10,,¢rtAVNbUONAE wE. sECWITKT C B,pryE£R IO PTfufAibq pkH nnW.ANTA S LJ B M I TTA L DATE 1. A N D F O R M From SNe to Finish 0 . m 105 South Fifth Avenue Tel: 612-252.9070 SUNG 513 Fax: 612-252-9077 Mlnnaapolis,MN55401 Web: landform,nel FILE NAME C701WHS665.dwg PROJECT NO, WHS91605 '.r NO 22023 Mn70T 2573 VACHINC SUCED aR rRCAS5E6'DLCO AVIV. A I/1' 400VC ORDDI4D UP10N `LAA F'1UVLV UY fN[ 6'Y ENNNLEIT, AgA'riPyys , UU EARTH FIIJ II FENCE 6. U 4, R 6" N 5' POET$ .-0' MAX. ON CLNIER M'11MUM 2' PENCtIAT10N REP. MRCOT 3BB6 x SILT FENCE E- � � STANDARD PLATE N0, Y lu 5 -1, -DY N,X�aaaTA ..-SOL ,A j3`IANC BA3 U I�JI -DTDP INLET hA➢ ARH GRATE TYFE FF (N040 MONO FABRIC) `\ PAG MIIED Y,ITH 15^ CLEAN 'SEWER ROCK" OR 6" SILT SOCK pN RURIONAI IR" OF GEOTFXTIIF-:� IS ylR rPED Ai DUH) NIC HOOD �4',kx.,,,�, 1 x d' AN' . 0,W J '* 1M4 :OT[XTILE SIZES LLL Bi G H tl" V1N DAEAY Lk UIIALL BIDCS OF TF LACE' COVE ISLET CVCR,( ILE -'NEER ISLET COVER. <), \ 2"%A" EXILNULD LY NU CRA:! VUi. K OH D(lm SIOrE. Y H GI krEXTILT. USED rOR INET PROTECTION SHALL BS MpNCDLAMLAT IN tl01h DI RECTIO45, IACETrNG SPCC. SBOD T IT1H MAC a( 6 T' W WIMCO'S MAY 6E USED M PLACE Or Aa DOE. G EU ALL DROP IVLZT FROYE['ION SHALL, xE p[MOVED PPIDR i0 {V1FREfl FREEZE, r t DROP INLET HOcU PROTECTION Y 't :'k H 1, FIrr A+r A ( ,�se STANDARD PLATE ND. n, 41 G507 6� rc°'� Nlxneso,n _ vvw, Fere ADJA.CCH' DLANKEI NUZN PROP4]JIY END OF LIPPER DIANKi --•_ TO OVCBLAP 00"10V �+•"^ 4 y VjjAVERIN 0" OE[P YERTICTICAI. -BENCH W0a] "HER BLANKLI $HALL ]: PLACED AND STALED ACCORDING TD Vn/D01 5PECIVCAHD4 :.575.11(2 MITI! INE F01WANO LKCCPTION5, WJACD41 STRIP [DCF.$ 511ALL 6E OVERLAPPED A VINHAOM OF 01. PLASTIC OR WOOD PIODCDRADXrU 3TAKE0 On STAPLES SHALL BE USED IN PIACC OF MCTAL WIRC STAPLES. CG'DSfAKES AND 91OITAKi5 ARE ACCEPWLE PILWUCTS } FOR IHJL TO FASTEN WOOD F15ER D1ANK:i WOOD FIBER BLANKET IN$LALLATION ON A CUT SLOPE C NO SCALE 1) Y rnoYm - STANDARD PLATE NO. sD2 " NbACV :cs Nlu.aaaST. ��_ 21. - l0 Ito: -.I �'>✓ ._ STAKES PLACED BEHIND SILT SUCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT I PENETRATE SII.'T SOCK FABRIC) r fT MAX, ILD"' OF r -L 1 - s i " L 2" 'I'NENCH I (1) BREAKS IN SILT 5OCK SMALL 3E LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION, R CX SOCK'S SHALL HE OVERLAPPED A MINIMUM OF 24" WIT,l TH= UP51.U1'L 51DE INFWN_. SEDIMEVT ACCUMULAnON Or 1/2 THE SOCK HEIGHT MUST or, REMOVED. SILT SOCK No amu 4 STANDARDPLATENO, v' 7wis o iP "0° wuRcsDm HapO SURFACE PEIpUC ROAp f \NIi�N Yrn0" AIINIIAUu 1"-2' WASHED ROCK— ROCK CONSTjI(��Q�J_�N7�(AN(� A NC SDAL', h 6� L+; y■. 'QQ4 STANDARD PLATE N0, 1� /YSPG 94 N1Ntse 505 JJr n(F J[J ki �PIP14 g I)1f41 ,1 a' �,••P.` r'1Yad:,N %A;td'c �I (Jfl II �fl��'1�` a `afil .71:1111% 'A�'I � 1f 11•ILII n � FA _ NISn a.V1I n'^ . r3w;As M 11 $ ItlYl'Il (A,I�, Iln.,l a I a� 1 8 k fir 7 \• 'rll I' f I"s i`.=Anal.. :TTaaI i "� K.n 41E tl EhV \ � " I1I1 `` C ��e �q �rhppl d�F` <AI��u liNiia \\ \i I �r I i• .A ARgNtp _w�C_ Il'y,JM, 11L 1, S' Nxn�„ A f <A Ipt TUAAv, A' +Y 0. �I.e'(l .l..i_ TJRP CSIABE-1RIli1 AR1 Wrv'TaY f AI P.cx�ART uu.91C23 WH DIVERSIFIED WILLIAM KASS 24735100TH STREET ZIMMERMAN, MN 55398 TELIM2432•e11e PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA OINK [AWH[R Port bIYWNn MSTON'I A L le I¢44a1 rtC\S0. i1FE °Y=uATVaE 6EI1 CH fa.Rl ICA AOF not ptA 40. \HF,LE RR✓4t,[iTNAAC na[Iwmu Be' RT[tm[n FEApArA�tIN,G61rO10,,¢rtAVNbUONAE wE. sECWITKT C B,pryE£R IO PTfufAibq pkH nnW.ANTA S LJ B M I TTA L DATE 1. A N D F O R M From SNe to Finish 0 . m 105 South Fifth Avenue Tel: 612-252.9070 SUNG 513 Fax: 612-252-9077 Mlnnaapolis,MN55401 Web: landform,nel FILE NAME C701WHS665.dwg PROJECT NO, WHS91605 '.r NO 22023 LOCATION OF PUBLIC UTILITIES � wo sau APPi EO I7P 7A Qtpe STANDAR900�TE N0. rcfn JG aYAON 40d! INXaa TA WH DIVERSIFIED WILLIAM HASS 24735100TH STREET ZIMMERMAN, MN 55398 TELe11422.e120 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA ornk 1 EacPam Fan Nn e8m 1� ICIfI CAl[ L IiS.EIIIFNip1 PMH X<IlaN teX'1 NYrFXwY A FU Ara[L'xAM1nE, 6Eµ On Ftln lrYu [P¢L1IYAfiO4E NiF WI 1e 6 rA 1 i MCHftOrr�q AAb1—AERbWCf0ffllXDNIfNCFO PERI W 11 11 µa Vµb DotlMrrl, R FASE COSiat I IFF a�tifEe 10 RNf81IllOMW t OP[IIIEn18 SUBMITTAL DATE L A N DF O R M From site to FIRM • • • 105 South FIM Avenue Tel: 612-252-9070 Suite 513 Fax: 012-252-9077 Minneapolis, MN 55401 Web: landlorm.net FILE NAME C701WHS005,dwg PROJECT NO, WHS18005 r CIVIL DETAILS C7.8 Y�' - ti F"JLFI r,Na:No..lLa'��rrl. I V I A.L' 0U.1H'f iirA� 1 ."ru -�iAORA' • tp; LSi n, I wN Frcl FKr+n Ix Heiau.v re,,m :uN nwr!:+. rll,u u; e. ►tet"`�� rLLI� 15 4iNYll' �F:v :ut!.!-�W�M1 .r,°':!P!L"��.�",`,�'�;F:�f�rva �fM n'In.rnM1F.' I 1 . r ,tiwi :oi:i'" � .- IJI'LL, L:)5lL—":4l L•�I d'JIiLL' � [ l—f a[SfC iOAGPAY xµl 111^:'!IY 1�•• nftl',tii ll_u. C4tli[IUY l^II%1N1rt eY lea^i5'.2' - '-, 4Fo1411A Vi I... j¢-T.PCC FU r! f )tI WIWN I� I.:�l:'�v.ilu. f sl_ xc .'sutu, PERYANiv i d NR ;: qI.:F — y l• 1002: LOCATION OF PUBLIC UTILITIES � wo sau APPi EO I7P 7A Qtpe STANDAR900�TE N0. rcfn JG aYAON 40d! INXaa TA WH DIVERSIFIED WILLIAM HASS 24735100TH STREET ZIMMERMAN, MN 55398 TELe11422.e120 PARRISH MEADOWS TOWNHOMES & COMMERCIAL OTSEGO, MINNESOTA ornk 1 EacPam Fan Nn e8m 1� ICIfI CAl[ L IiS.EIIIFNip1 PMH X<IlaN teX'1 NYrFXwY A FU Ara[L'xAM1nE, 6Eµ On Ftln lrYu [P¢L1IYAfiO4E NiF WI 1e 6 rA 1 i MCHftOrr�q AAb1—AERbWCf0ffllXDNIfNCFO PERI W 11 11 µa Vµb DotlMrrl, R FASE COSiat I IFF a�tifEe 10 RNf81IllOMW t OP[IIIEn18 SUBMITTAL DATE L A N DF O R M From site to FIRM • • • 105 South FIM Avenue Tel: 612-252-9070 Suite 513 Fax: 012-252-9077 Minneapolis, MN 55401 Web: landlorm.net FILE NAME C701WHS005,dwg PROJECT NO, WHS18005 r CIVIL DETAILS C7.8