A Review of Final Plat by US Home Gorp. (dba
Transcription
A Review of Final Plat by US Home Gorp. (dba
CITY OF VICTORIA PLANNING COMMISSION MEETING COUNCIL CHAMBERS 7951 ROSE STREET June 3,2014 VICTORIA, MINNESOTA 6: 30 P. M. AGENDA AGENDA ITEM # 1 ITEM Call to Order & Roll Call A. Adopt Agenda 2 Approval of Minutes A. Approve Minutes of May20,2014 Planning Commission meeting. 3 Public Hearings —None Scheduled 4 New Unfinished / Business A Review of Final Plat by U.S.Home Gorp. dba ( Lennar)for a 33 l-ot single family development to be known as Rhapsody North 2od Addition located north of Rhapsodyand south of Carl Krey Lake 1) Agenda Statement 14 19 - 2) Exhibits: Resolution 1410;Comments from City Engineer; Final Plat; Site Plan; Grading Plan;Landscaping Plan Council Meeting Updates Miscellaneous Adjournment June 9,2014 June 17, 2014 June 23, 2014 City Council Meeting Planning Commission Meeting City Council Meeting Aids for handicapped persons are available upon request at least 24 hours in advance. Please call 443 4210 - to make arrangements. 6:30 p. m. 6:30 p. m. 6:30 p. m. CITY OF VICTORIA REGULAR PLANNING COMMISSION MAY 20,2014 MEETING Pursuant to due posted and mailed notice thereof, the Victoria Planning Commission met on May 20,2014, at 7951 Rose in the Council Chambers. fFitN\111J11CZ1 '7 sTJJSN ;_ 1f1A Chair Donadio opened the meeting at 6:30 p.m. Members Present: Chair James Donadio 111, Commissioners: Jeff Loeschen, Derek Gunderson, and Ken Goulart. Members Absent: Gerald Brown. Others Present: Community Development Director Holly Kreft and others. A. Adopt Agenda A motion was made by Chair Donadio, seconded by Commissioner Brown to adopt the agenda as presented Vote: 5 Ayes, 0 Nays. Motion Carried. 2 APPROVAL OF MINUTES: A. Minutes of May 6,2014 Planning Commission Meeting. A motion was made by Chair Donadio, seconded by Commissioner Gunderson to annrove the minutes of the May 6, 2014 Planning Commission Meeting as presented Vote: 5 Ayes, 0 Nays. Motion Carried. A. Review of an Amendment to a Conditional Use Permit as requested by Mount Olivet Lutheran Church —West Campus to Allow for Expansion of an Existing Building Located at 7200 Rolling Acres Road,Victoria,Minnesota 55386 1) Agenda Statement 14 18 2) Exhibits: Resolution 1409; Engineer's Comments; Site Plan; Removals Plan; Grading and Drainage Plan; Landscaping Plan;Building Elevations Chair Donadio requested that Ms. Kreft give an overview and take questions regarding the amendment to the Conditional Use Permit requested by Mount Olivet Lutheran Church. Ms. Kreft stated that the applicant is requesting an amendment to a Conditional Use Permit for expansion of the existing church due to the height of the structure, which is the reason that a conditional use permit needed to be granted in April of 2004 for the original structure. This lot is May 20, 2014 Regular Planning Commission Meeting Page 2 zoned MR-Multiple Residential, which has a maximum building height of 35 feet. The church building is approximately 79 feet from lowest grade to peak. The expansion will be a maximum height of 55 feet from grade. The church is requesting permission for a 29,000 -square foot addition for administrative offices and classrooms, and the existing administrative building on the northeast area of the site will be removed as part of this plan. The driveway and drop off - area for the church will also be removed and reconfigured. A retaining wall will be constructed on two sides of the parking area. They are proposing a four foot, black -vinyl, chainlink fence atop the retaining wall. The architecture will be similar in nature to the existing structure with a mixture of stone, lap siding, and metal panels. The existing parking area provides for 159 parking stalls, whereas the new parking will allow for 200 parking stalls, which will be required due to the addition. No changes are proposed to the egressingress, / and access will remain the same on Rolling Acres Road. These plans were sent to the Carver County Traffic Engineer for comments. The Engineer has stated that turn lanes would not be required. Storm water management will need to be upgraded, and a permit from the MCWD will be required. The church is proposing the construction of two infiltration basins. Ms.Kreft stated that there has been input from the City Engineer, with those comments attached for the Commission members, especially regarding utilities. The only concernscomplaints / that have been received from neighboring residents of the church have been regarding speeding and traffic on Rolling Acres Road. Ms. Kreft stated that there will be a neighborhood meeting held so that residents can voice any concerns they might have. The City is working with Carver County on traffic issues on that road. Ms.Kreft stated that staff recommends approval of Resolution 14 09 - with the following conditions: a building permit shall be obtained prior to construction, any permits required from outside agencies shall be filed with the City, and incorporation of Engineer's Comments dated May 14, 2014. Ms. Kreft asked if there were questions. Commissioner Goulart inquired about screening of the parking area at the church, and Ms. Kreft stated there had been no concerns voiced by neighbors to the City in that regard. Commissioner Loeschen inquired whether some sort of traffic control, be it traffic cones or something else, would be required during church events. Ms. Kreft stated that it was not required by the City,but the church had volunteered to do this. Commissioner Loeschen stated that has been helpful. Commissioner Loeschen also asked if there would be a sight line review at this time. Ms. Kreft stated that there had been no discussion in that regard. There had been no concerns or complaints. Chair Donadio stated that the three homes east of the church have very large trees on their lots at this time which provide excellent screening between their lots and the church. May 20, 2014 Regular Planning Commission Meeting Page 3 Commissioner Goulart inquired about impervious surface with the addition. Ms. Kreft stated that the addition will add 8% to the present impervious surface. Commissioner Loeschen asked to clarify the parking, which will be 200 parking spaces, 41 additional than prior to the addition being built. Chair Donadio open the public hearing at 6:40 p.m. No one spoke. Chair Donadio closed the public hearing at 6:40 p.m. Chair Donadio questioned the four foot, black -vinyl, chain link fence and was wondering if there might be anything else they might consider. Steven Miller, the architect on this project, responded to this question. The church has made the decision to change from black -metal, chain link - fencing to black -metal, picket style fencing,probably using aluminum. That seemed more agreeable to the Commission members. Chair Donadio mentioned the traffic concerns on Rolling Acres Road, as he lives nearby. He said that landscaping should be taken into consideration near the entrance to the church, since cars coming out of the church are nearly hit by cars on that road at times due to poor sight lines. Civil Engineer David Rey stated that there are two trees that can be removed from that entrance, which would make for a better sight line for traffic in and out of the parking lot. Chair Donadio stated that he wasn't requesting tree removal, but just wanted to state that there is already a traffic issue on that road and more so when church events are going on. Steven Miller stated that the number of Sunday School students will not be increasing, that the congregation is growing, but no more Sunday School classes are planned. Chair Donadio requested a meeting regarding traffic on Rolling Meadows Road at some point. Chair Donadio thanked everyone for their contributions and for attending the meeting tonight. A motion was made by Chair Donadio, seconded by Loeschen to approve the request for Resolution No. 14 09: - a Resolution of an Amendment to a Conditional Use Permit as requested by Mount Olivet Lutheran Church — West Campus to Allow for Expansion of an Existing Building Located at 7200 Rolling Acres Road, Victoria, Minnesota 55386, with the three conditions recommended by the City staff. Vote: 5 Ayes, 0 Nays. Motion carried. 4 NEW/ UNFINISHED BUSINESS: None. May 20,2014 Regular Planning Commission Meeting Page 4 5 COUNCIL MEETING UPDATES: Ms. Kreft stated that the City Council meeting next week will be held on Tuesday night due to the upcoming holiday on Monday. She then gave the Commission a City Council update. She stated that the following items were discussed: the relocation of the Public Works Building, which was approved by the Council, Vacation of Easement for Lake Wassermann Woods, which was also approved by the Council, the final Plat for Lake Wasserman Woods for a 65 L - ot, Single -Family Development by Golden Valley Land Co. at 5980 Marsh Lake Road, which was also approved by the Council, and a review of Harvest Glen Sketch Plat submitted by K. Hovnanian Homes for a 77 l-ot, Single -Family Development located north of 78 Street and south of Highway 5 and west of Madelyn Creek. Regarding the latter issue with K.Hovnanian Builders, there was significant discussion regarding the density issue and the fact that this site plan would not conform to the 2030 Plan for the City. Ms. Kreft stated that the City Council urged K.Hovnanian to look at the options once again and attempt to conform with the 2030 plan of the City. She stated that she met with the City Engineer, K. Hovnanian on May 19 to discuss these issues and they talked about a revised concept plan. Chair Donadio stated that the Council had, basically, the same concerns as the Commission. 6 MISCELLANEOUS: Ms. Kreft reminded the Commission about the groundbreaking ceremonies scheduled for June 2, 2014. The groundbreaking for Public Works will be at 6:00 p.m. and the groundbreaking for City Hall will be at 7:00 p.m. 7 ADJOURNMENT: A motion was made by Commissioner Gunderson, seconded by Commissioner Goulart to adjourn the meeting at 6:56 p.m Vote: 5 Ayes, 0 Nays. Motion carried. Respectfully submitted, Lynn Kneeland Adams Timesaver Off Site Secretarial, Inc. AGENDA STATEMENT NO.14-19 BUSINESS OF THE PLANNING COMM] City of Victoria,Minnesota SUBJECT Review of Final Plat by U.S.Home Corp. dba ( Lennar) for a 33 lot - single family development to be known as Rhapsody North 2'Addition located north of Rhapsody and south of Carl Krey Lake, Victoria,Minnesota 55386 CASE NO .:14 05 - S - FOR COMMISSION AGENDA DATED June 3,2014 EXHIBITS Resolution 14-10; Comments from City Engineer, Final Plat;Site Plan;Grading Plan; Landscaping Plan BACKGROUND INFORMATION Lennar has requested review of a final plat for property located north of Rhapsody to be known as Rhapsody North 2'Addition. Below is the aerial photo of the site: AGENDA STATEMENT NO. 14 19 - Page 2 Zoning F3isto The parcel was annexed in 2005 with the RhapsodyKreyLakes / annexation. The sketch plat was reviewed in June of this year. The preliminary plat,CUP for PUD, rezoning and easement vacation were approved in September of 2013. The final plat for the first addition was approved in November of 2013. Comprehensive Plan Guided as Low Density Residential (15 . - 4.9 units acre). / The proposed density is 1.21 units per gross acre and 2.1 units per net acre for the overall plat. Roads The development will be served by an extension to Northwest Boulevard. Northwest Boulevard was constructed as a collector street in the Rhapsody neighborhood with increased right ofway - and no driveway accesses allowed Ambergate Drive will be connect via the Ambergate development and provide access to County Road 43. Schools This development is located within the Eastern Carver County School District. Open enrollment to Victoria Elementary and Chanhassen High School will close in 2014. Students that live within the District will still attend those schools. Sewage Disposal Systems: This area would connect to the existing sewer in the Rhapsody neighborhood Water Supply System: The water system will also be an extension of the existing water main in Rhapsody and will provide a portion of the required water main loop that will connect the systems in Krey Lakes and Rhapsody. Fire Protection: The water extended from the existing system would provide adequate fire protection. Weather Waming: This area is serviced by outdoor warning sirens in the Rhapsody neighborhood DETAILS OF REQUEST The applicant is requesting review of a final plat consisting of 33 single family lots. The preliminary plat included 49 single family lots to be developed in two phases. Natural Resource Protection This site has numerous wetlands and ravines. Wetland delineations have been reviewed and approved byMmehaha Creek Watershed District. The wetland delineation determined the classification of the wetland and its associated required buffer. The final plat includes a wetland and buffer that will be deeded to the City as O utlot A This includes the fringe wetland around Carl Krey Lake. There will not be anyprivate access to the lake. O utlot C will continue to be owned by Lennar Corporation to allow for future development once access to this property is available. Landscaoirte A landscaping plan was submitted with the preliminary plat. The majority of the plantings for this phase will be done in the wetland buffer and open space area, and street trees. Parks and Trails The development would be served by the existing park located in the Rhapsody neighborhood, so park dedication will be in the form of cash. The park dedication is based on 11% of the buildable area, which excludes wetlands and steep slopes. The buildable area is 33 acres. The current market value of the parcel is $479,400,so the cash dedication would be $42,94726. Park dedication was paid at the time of the fast phase and satisfied the requirements for this phase. AGENDA STATEMENT NO. 14 19 - Page 3 The park facilities fee of 2 $ , 500 per lot would also apply,for a total of $82,500 for this phase. Lot Sizes Setbacks / The applicant is proposing single family home lots with typical lot sizes of 70' wide lots by 140' deep. The proposed setbacks are consistent with the Rhapsody neighborhood - 30 foot front yard, 10 foot side yard and 30 foot rear yard. The minimum impervious surface coverage will be 35 %, which is also consistent with the Rhapsody and Ambergate neighborhoods. Uiities Attached is the comment letter from the City Engineer. The utilities will be extended from the existing stubs in Rhapsody. Streets Access / The proposed access is from an extension of Northwest Boulevard. Northwest Boulevard will continue to the west,but have a cul de sac at this time. Krey Lake Court will cul de sac. Ambergate Drive will extend to the east and provide access to County Road 43. Stormwater Management The applicant has shown the proposed pond location. Stormwater management will need to be approved by the Minnehaha Creek Watershed District. Outlot B will be deeded to the City as a stormwater pond. FINAL PLAT SUBMITTAL REQUIREMENTS htto : com Iibrary. // municode.HTML / 19963 / level3 / COOR / CH22SU ARTVFIPL.html COOR # CH2 2SU ARTVFIPL S22-121NEDA Per the Subdivision Ordinance,the final plat should contain the following: 1. Engineering Plans - PROVIDED 2. Names of all streets - PROVIDED 3. Location of wetlands and water bodies - PROVIDED 4. Execution by all owners - WILL BE PROVIDED 5. City's Approval in Correa Form - WILL BE PROVIDED STAFF RECOMMENDATION Staff recommends approval of Resolution 14-10 with the conditions noted along with any conditions recommended by the Planning Commission. RESOLUTION NO.14 10 - A RESOLUTION RECOMMENDING APPROVAL OF A FINAL PLAT FOR RHAPSODY NORTH 2ND ADDITION AS SUBMITTED BY U.S. HOME CORP. DBA ( LENNAR)FOR PROPERTY LOCATED NORTH OF RHAPSODY AND SOUTH OF CARL KREY LAKE WHEREAS, U.S.Home Corp. dba Lennar (Developer") " filed a complete application for a final plat for Rhapsody North 2nd Addition on April 29, 2014; WHEREAS,the final plat consists of 33 single familylots; WHEREAS, the property was rezoned to R,Residential which is consistent with the land use guiding per the 2030 Comprehensive Plan; WHEREAS, the final plat is consistent with the preliminary plat approved on September 23,2013 via Resolution 13 70; - WHEREAS,the City of Victoria has adopted Planned Unit Development and Subdivision Ordinances for orderly, economic, and safe development of land within the City, WHEREAS,the Developers have prepared and provided plans and submittals for review by City staff, Planning Commission, and City Council that do not include detailed and final design plans, and the City, in their reviewprocess, has assumed that all City Ordinances and design standards can be achieved,unless specifically identified bythe Developers and granted approval in this resolution. NOW,THEREFORE, BE IT RESOLVED,the City of Victoria Planning Commission hereby recommends approval of the final plat of Rhapsody North 2"d Addition with the conditions listed below: 1. The Developer shall enter into a Developer's Agreement covering the construction of all utility improvements, street improvements, park and trail improvements, and trunk facility improvements. These improvements shall be financed bythe developers of RhapsodyNorth 2nd Addition, and subject to review and approval by City staff. 2. Incorporation of the CityEngineer comments from the memo dated May 28,2014. 3. Minimum Building setbacks shall be as follows: Front Yard —30 feet Rear Yard —30 feet Side Yard —10 feet Impervious surface coverage of 35% 4. The Developer is responsible for any and all permits and approval from other applicable governmental agencies. These permits and approvals shall be submitted to the City of Victoria prior to the execution of the Final Plat by the City. 5. Final Engineered Plans and Specifications are subject to the review and approval of the City Engineer, City Staff, and City Consultants. 6. The homeowners association, and/or the residents of the subdivision or adjacent outlots are responsible for the maintenance,planting viability,and upkeep of all Outlots not deeded to the City. 7. Any entrance monument / sign plan for the development is subject to the review and approval of City staff. 8. The Developer shall deed the Outlots to the City for open space and stormwater management. 9. No private lots shall encroach onto any wetlands. Adopted this 3 day of June, 2014 by the Victoria Planning Commission. Gerald Brown Jeff James Donadio III Derek Gunderson Ken Goulart ATTEST: James Donadio III,Chair Holly J.Kreft, CommunityDevelopment Director f MEMORANDUM Date: Cara May 28, 2014 ENGINEERING, inc. Geheren, P.E. Jack Griffin, P.E. Holly Kreft, Community Development To: OCUS Director Re: 651. 4261 300. 651. 4264 300. Ryan Stempski, P.E. 651. 4267 300. Chad Isakson, P.E. 651. 4283 300. Rhapsody North, 2nd Addition Final Plat Review Cc: Ann Mahnke, Director of Parks and Public Works From: Cara L. Geheren, P.E.,City Engineer I have completed my review of the Rhapsody North, 2nd Addition Final Plat submittal dated May 20, 2014, prepared by Sathre -Bergquist for Lennar Corporation submitted on May 22, 2014. Approval of the final plat is hereby recommended, however, the following comments shall be addressed prior to final execution of a Development Agreement and scheduling a preconstruction meeting. Comments: It is recommended that the Developer's Engineer provide an item by item response to each of the comments listed below as part of the final plat process to expedite future review of revised submittal materials. 1. Per City of Victoria standards, the minimum diameter of the cul de - sac - shall be 90'. Many of the plan sheets still call the radius out at 44 feet, - 2. A pressure reduction valve must be placed on the watermain along Ambergate Drive just north of Northwest Boulevard. City will provide a detail for incorporation into final plans. 3. Gate valves shall be reviewed to ensure that valves will not be located in gutter of curb. 4. Inlet capacity for the 10 year storm event shall be reviewed. Additional inlets may be needed. The maximum run of street drainage to each catch basin shall be 350 feet. - 5. Walls on private property must meet building permit requirements where applicable. As required by City ordinance, retaining walls exceeding four (4)feet in height, including stage walls which cumulatively exceed four (4)feet in height, must be constructed in accordance with plans prepared by a Registered Engineer in the State of Minnesota. Plans must be submitted to City for review prior to construction of the wall. 6. Stop sign on Krey Lake Court shall be eliminated. 7. All easements shall be shown on the grading plans. 8. Rear lot corners for Lots 3 and 4, Block 4 must be updated. They are currently shown as ? ? ?. 9. It appears a layer is turned off on the grading plan showing proposed curb. 10. Specifications provided include outdated City specs from 2005. They shall be updated to include 2013 specs. Should you have any questions or require additional information, please call me at 4261. 651. 300. KNOW ALL PERSONS BY THESE PRESENTS: That U.S.Home Coporebou a Delawam Caroomiow Re Owner of Hag following tl3N pmpMy sitaalet to Hag Sate ofMirmeeoa,CoagyofCarva, bwi[ RHAPSODY NORTH 2ND ADDITION Onflat A.RHAPSODY NORTH, acardilg 10 Be 1aoNdpalthelmf,Caver CORAY, Mimesofa ResausW 0eame to Inc sorvryM and platted se RHAPSODY NORTH 2NDADDITION anddoesherbyd foTe uer publicwanadd NabageanduWiryeasenn m1 tMI is icmewthe Wbiwfor Wblicose Inwiwasw id U.S.Home COryOaaD,lawaa COryontiom has causal dice pracna MbeaignM by its pmperoRer of Nudayyof — NWTN LINE W WROT A, NUPSWY NORM NgtM WARIER CORNER OF 2014. SEC12. TNP.116. RCE N N89 09' ° 08 E " FN°.CARYER CWNW CAST MM MERRIMENT U.S.Home Corymation a Dolawa¢ Carpormion v 1330.22 z Mr wN CARL KREY LAKE Jon Awe Division Vice P aidat WAXR STATEOFMINNESOTA COUNTY OF WCE IF MUR AS LOCATED W ALLY 27M, 2013- •• The fofegotllg imbwnent aeloa.palgel hedge wa me day this_ of . 2014, by Jon Aug,U.S.U.. Cartagona Delme.COryaation f C aerate J Notary Pninle9 Nang Notary PUbbe, Hedging County, Mimcoa EDGE EDGE OF aET LAND_ My Commission EKpb¢ I David B. Pembelton, do beaby Leah". do,Plat w.plryarW by me or uNer la dbat a19bv5W1 that I am A CWl 0, egel and sarveyor an REN04MARK: GSD Slallm / 3766 - Na Show Of Mimaoa; Hot dis plat u A anect rRrese°tamn of Big bomlda . 1, that WI naDKllaaal dale a abet,are wl tty daigmlM Dewlim - on dept.Haar all mo.. depicted an Ill,plet have been or will be .meaty ser sadden ar< year a hdialef on die plan Wl all web ea , or MET L = xO ••/ —__ / a OUTLOT MrDOY Name PARLEY AMOT 1026.] 9 feel INAroW) A EAST 167.92 wADIR EILVAaCN: July 271n. mu wl HIAYOM) houncarim and wet lands ndefiled in Mhmemm St a e,Smbon 505.01. Subdivision missing m or be date ofgtia,etitiadoa ale shwa and labeled oa the pleb and del all pb]w ways alededdi gat labeledoa ft Wt HIGH WATER ELEVADCN:9415 feet (NG'N29) Mona ot, Oeparlmml at Holuetl Rtes 0CNNoN 2014. dayof Daedit n to W David B. Panllelloo M N Lu,e aad Land Sgveryr Mimcea Literate No. 40144 1 OUTLOT C STATEOF MINNESOTA COUNTY OF HENNEPIN 2014, by David B.Pemberton Pmfeawml The (.gong insmmmt was ac4nowkdgei beds ac the Land Surveyor, Mimlma Lt.. No 40344. g Ss 0 Nodly PlinMl Nana Notary Public Bemryin Cowry. Mmnema m INSET A VICTORIA, NUNNES DA SEE 12014, and is in compliance with the provisions ofhinnaoa Sawa Section 505.01, dayof megg,heWdlu SEE SHEET 2 OF 2 SHEETS) 3 Tbk Pig of RHAPSODY NORTH 2ND ADDITION was approved and aaMMd by Be,City Council offt City of Victoda. Mwg•na ed arell 3 m < INSET A SHEET 2 OF 2 n SHEETS) Subdivuion2. 3 CITY COUNCIL OF THE CITY OF VICTORIA, MINNESOTA m a Admin¢ bawr By V V I i n r V I 0 a COUNTYSURVEYOR, Carve County, Mir4amna Pursuant b Mimcma Chapter 195, Laws of 1971, But plat has been aplmval Baia day of Av 2014. Al era A hO lo1gE. Carver Fremlyer,CowrySm C,or A N77o ry n W x., 1028. 2r\. COUNTYAUDITOR/ REASURER I herby celWfy Dalai that taxes pyabk day of this_ m W C5 Carver Counry,Mirvma and prior years have bem pail for land debaxl on this plat N8go06g 9g 2014. . NO2 005' 47 E" SV3° C4 67.75 a h a* 0 \0 Laurie Davies Cowry AUditafffaasmer By: COUNTY RECORDER. Carver a COUnly,Mhu1® Ihereby eenify at that NU plat of RHAPSODY NORTH 2ND ADDITION was filnd BID _day of . C3 2014 ti'ti' O acb, 4_ M.aS Doeumal No. OO,r MafE Laldggn, Cowry R= du By IV 9a•, a19¢ : D Denola a 111 inch by 14 inch wn pipe as in Me Duna ant, madtnd by uame NO. 4aia4 I NORTH Denol6aFOwdlmn Monurrl SO 40 0 40 SO 160 CI Lee. 9aCiva N. 12 R: 911.A C9 CSbe 0 1311] IJS a mx.] 5 R: 50 5.1 So, R SgS° R -541.' A CURVE OahuOahu V T I\ I piny.piny.Ln9tbLn9tb C.C... ..aa dd W97W97 M13M13 ° 55' ° 39' C•C• 121,811 S'. S'.6'6' pp-m - m ° 1549' ° 1549' CC- 11291129 CC- 1023010230 45g7 ryLJ. aweawe .. .. ginsgins M OUTLOT B NWpWa3Y1 N33N33 ° ST55' ° a NSe 2 ° 5'] SW N71N71 ° °012YN012YN Na]Na] ° 1YSYW ° 1YSYW ry L N 389389 ° °23'27 W"W 250.46 I` The baring bags is Be mM Brie ofOUTLOT A. Nana 89 degrees Wmimla la semrds East SATHRE-BERGQUIST, INC. OO FO RHAPSODY NORTH whkh is asswnai to bog tL n 4-4-IF I SCALE M FEET 9y 7788 C2 Demla a Fourd Cal-Iron -Monument Y 4646 en ny ye 1 fl TABLE D39' 025' 025' D3 9' 8 in " nor r1J aO. Pl 1 I SHEET I 1 1 RHAPSODY NORTH 2ND ADDITION I C.R.DOC. NO. INSET A g'T38 N>2012q6'W 208. N90 E 00' ° 00' I7 mh 16]. 92 no . 1831°142. 831°42.132.888 e n 1 ry o m JJ y p2 : 3° 16F 5lyg h 44 aeae 1111 UU t^ t^ vv mm 99` ` 3,p2W662h, r 5 \° jj 1010 NN JWJW 3 m m 4)4p i O SJ,OS. Ngl ._ ° -. "., ms 33 n v 42]6_ L 3 Z m t° 400 T' % o5 oo n o 11 WEST 19937 pp r m 4 p . 4ep g qtS E°sS00 72g - u 16 B9o3 on 134.46 '- JSkc6 ° N90 1 00' ° 00' Zry o\ 30 0 30 60 ps2ps2 EAST 156.04 in. v 3 E 7> n a z' 139 SCALE M FEET n of RHAnODYNORTH NoH 99 demem 09 mu " M sen O 2781 ry S84-4 018E 162 N I 4° k ' 880_ 3 Oq ° 4`E_23419 - 371 18. ON EM 225E 4 Jag m 40 W -` ^ 1r 0 Dew 9ll>' E a U2'nch by 14 inch wn pipe set m 0e y v/ $ 5.93 ° Q Dop v a Fow Cmt lmn Mon=m 1 ry N E '^ CS 6 7$ S66° 66e GY _ I E 25282 Vi dldl a.a. l 30 EE 149.90 d'd' N89N89 ° ° hmh3 06 9i,. o sh o 3; N EAST 00 760. > 10'28 ° q6 4s j2 f gp" y C4 I 22 6 hh 0a0a 884884° 53' 0B' E ° E 53' 215.92 0B' Po Po CD EIEI 99 S74o".IB aa a NOTTOSCALE 0 B j6feminwWfmb MjolnjMbtl swmsofmvise M' IM nB 10 fWi EN aW Mjolwg HShmfway hue, s ftw h1W.as elnwnan t plat 46. CURVE C1 C2 C3 Ls091R Radius 84.12 R=841.50 89.07 R=541.50 122.15 R=541.50 Qslls A5 = 4390' ° A9 = 25' ° 29' 4= 12 A5 = 51' ° 06' A 10 = 49' ° 48' C4 55.30 R=541.50 C5 102.35 R= 541.50 C6 34.84 A 66 = 09' ° 10' C7 20.33 C8 26.03 C9 10. 07 C10 13.40 A 3B = 49' ° 15' A8 = 17' ° 04' A3 A3 = TABLE Chore Lenpm N29 W 19' ° 22' C-88.97 N36 W 53' ° S6' N54 W 25' ° 32' N71 °W 04'22' N85 W 45' ° 55' C=121.89 C=55.28 C=102.20 4 Chore Bern° C=84.09 ZJ 1; 4w,, 4i SATHRE-BERGQUIST, INC. F WY444 rMf lt. 9 gtiOY . 211.06 NNNN pp W Curve Too 233.01 ' 0 0. 2 8 EAST 14019 III bPo mmm ZN oh.h ^ Dmmm a F° nM Imn Monumm 5 N89'50 E" v 0m / wE aM ma W by Cterse No. 40141 m o iOa. $ a S> q m ID Sx Shem I pR Shmh) a n y 3$ Mih¢ aawnWfbear 6 a 589 E 0° 9_48' 14fZ55 H1 Av12° MIm. OUTLOT A. em " q2'0 N ski 5 m I S> 09' 643g• 155 00 E d , m The bearvbb li .'ry Il 4E w' m• 1969J ^ r ro 60 196 n iy RC7gi ° w NORTH 64.! 9 Ip n I LOT STANDARDS Zoning: R Residential wIPUD OYel1aY 70 WIDE LOTS MIN. FRONT YARD SETBACK = 30' MIN. SIDE YARD SETBACK=10' MIN. REAR YARD SETBACK = 30' CORNER SETBACK - 25 FT MAX LOT COVERAGE - 35 WETLAND BUFFER W WETLAND SETBACK-NIA APPLICABLE VICINITY MAP 5` SHEET INiDIEX TABLE SHEET Description 1 Title Sheet 24 Details 5A Street Plan 78 Sanitary Sewer 8 Watennain Plans 9 10 - 11 13 14 Stonn Sewer Plans Grading Plan Erosion Control Plan CLIENTIDEVELOPER LENNAR 10305 MIN Ave N.Sude 000 Plymouth, MN 55+ 10 AM:Camle Taohey T-052-24p3012 Arlen: Jemn Bi ds. 1f 60120902115 LAND SURVEYORA:IVIL ENGINEER SATHRE -BERGWIST INC. AOATN 150150 S.S. Broativaygw.Broativaygw. Wayzata,Wayzata, MNMN 5538155381 Conletl 1: Dan Gtlanat W W 0 30 W 120 Contaa2: Chuli. Wwrwss,. 952-478TaSZezaWmF0104 SCALE IN FEET lulu eTeT anan DOGDOG I UAILUAIL II 05/ 20114 _ _ nev-nev-- REVISEDPERCIWCOMMEMTS REVISEDPERCIWCOMMEMTS USE( INCWDING COPYING,COPYING, INFORMATION)INFORMATION) OFOF DISTRIBUTION.DISTRIBUTION. ANDIORANDIOR CONVEYANCECONVEYANCE OFOF THISTHIS PRODUCT PRODUCT ISIS STRICTLYSTRICTLY PROHIBITEDPROHIBITED WITHOUTWITHOUT SATHRE-SATHRE-INC' BERGWIST.s s INC'EXPRESSEXPRESS WRITTEN WRITTEN AUTHOROATION.AUTHOROATION. USEWITHOUTUSEWITHOUT BERGWIST. SAIDSAID AUTHORIZATION AUTHORIZATION CONSTITUTESCONSTITUTES ANAN ILLEGITIMATEILLEGITIMATE USEUSE ANDAND SHALLTHEREBY SHALLTHEREBY IHmIHm PalPal ILEILE NO.NO. PREPSPREPS MAW)MAW) IAWSIAWS OFOF THATTHAT 18E^'18E^' ` ` arar qq- - ENGINEERENGINEER ENGINEERUNOERTHE ENGINEERUNOERTHE SATHRE-SATHRE- BERGQUIST21NC.BERGQUIST21NC. INDEMNIFYINDEMNIFY SATHRE-SATHRE-BERGWIST.BERGWIST. INC.INC. OFOF ALLALL RESPONSIBILITY.RESPONSIBILITY. SATHRE-SATHRE- BERGWIST,INC.RESERVES RESERVES THETHE RIGHTRIGHT TOTO HOLDHOLD ANYANY ILLEGITIMATEILLEGITIMATE 150150 SOUTHSOUTH BROADWAYBROADWAY WAY2ATA,WAY2ATA, MN.MN. 5539155391 ° ° PP USERUSER OROR PARTYPARTY LEGALLYLEGALLY RESPONSIBLERESPONSIBLE FORFOR DAMAGES DAMAGES OROR LOSSESLOSSES RESULTINGRESULTING FROMFROM ILLEGITIMATEILLEGITIMATE USE.USE. Name,Name, RERE NnNn sw, eP PqaPqa PtP?PtP? TITLETITLE SHEETSHEET VICTORIA,VICTORIA, MINNESOTAMINNESOTA 5010550105 11 RHAPSODYRHAPSODY NORTHNORTH PHASEPHASE 22 1414 GENERAL NOTES'. 1. MEGRADINGCIXIIR DETENTION DMWG CONSTRMPON. SANDOLAYS. AND SILTS MUST BE RWOVED FROM THE POND AS RECESSION DUWH3 OONSSTRUDIUM AND AT THECOHREOONCPTHEPROJECT. REFERTOSECTION120ETHESTORMW RP MISMSB NSIMEMRAILMMMWATERIMIECRIXISA^. AAI TOTXFMPCASTOIIIWATER PERMIT. THISIN= MSBOTIWEENYINSPECMSMDIWPECFIONSO EM ApS' RIIIEEVEM. ACPPOPTHE INSPECTION REPORT MUST BE B. INLED TO ME ENGINEER AND DEVELOPER ON WEERLYySIB, 2. THEWATERWPIIT'PoND MUSTERS SOADATED AT THE BEGNNINGOF SARONG OPERATIONS TO PROVIDE TEMP00. 41YSTOPMWATEA ONPHEVEMIMPLAN, 2, MEWNTM4 ORSH PUCEFILETPROTECMNDEVICESFORK SMMBENER'Ml -"n MNXTNN TXEM A9 PN EFF£ C1NE 91LT COXIR0.OEYMF. IMETPXOTECT 3. BEGIN GRADING INSTALL PERNOWED ALBEIT PIPE IN PONDS WIZEN MIND GRADING 13 CIXAPLETE TEMPgNRYORNNAfRPEsSALLBEUBED £ 0% µ SPO Mµ 0 MSWLLBEREIpVEOMENRESTCRATICNHAS BEEN ESTABLISHED. MOIST ERMEDIATE DRARAGE WRINGTHE OONSTRIICTION PERM AS NECESSARY AND OIRECTEO SYTHE ENGINEER ME 1FYPoMNY CPNXAGE PIPES SNLLL BE I NGUEHML TO TIE GRA VING OPERATIONS. INSTALL SILT FENCE AROUND E RUVATED POND. AFTER THE ASBURT ELEVATONS 3, AL,RETAINING WAILS M4 REWIRE A STRUCTURAL. DESIGN. ASUNNI PERMIT IT ARM-INBF£CT ON REPMT.RE HAVEBEENVERIFIEDSYTIEENGINEER APFl UBUU 0. INSPECT FORD ALTFMGE. AND SOON ENTRANCEBETM AFTERNINNKNL EVENTS AS REWIRES BY THE HPOES PERMIT 0. A1' SEE CETNU TILE CONTRANI SHALL MAINTAIN POSITIVE DUNNAGE AWAY FROM THE BUILDING PAD AND MOST AREAS THPoUW OUT REMOVE PERMEATED WEER PIPE WREN STORM SEWEN AND OUTLET STRUCTURE FORMNDSME INSTNLEDIIIMENTAL), WSWOFINISMOPADSSH CONSTRUCTION. R EFUTTERTNW31MA4NWESSWMO) 1, : ALLOTHERSLOPES4: REAMEATON -IS.I MORI PLUS BE T R SHAT ATTEMPT TO PRENT VE & S I MATERMLS FROM LEAVING THE E SUE BY EROSION AND WHOLE M EET TEACHING. HE SHALL M RESPMNBLE FOR CLEANING OF STREET, BOLLE VMD AND IRILRY FMJUTIES TART RECEP/E NIY ERWEDOR TRACKED SOIL MATERIAL OBOTHERCOISTRUCTIM DEBARS M MATERIAL, TIE dUOING D] NTRARORMLL SE 6 THE NS RESTOPATOH AREAS A RESTOREAI1dSI MEOARFASWITHCOFMMDL,ME ISTINGONSITEOMMICMTR. 8. SEED NT DISTURBEOAREAS WITH MI MIXTURE R2 DRUBBED ROSS ENTRANCE BERN SNAIL BE PLACED AT THE SITE EMRANCE, TO REPLACE SILT FENCE.AND MINIM ERO4IIXIMTOTIE STNEELB. TXEROCHBERMSSMUBETHEMDTHMTHEENTMNCEAH02FEUHIMMTH414 PER 5.LINE ALL PONDS WITH AMINIMUM PORWNIC SOLD B SEEDULOPES BETWEEN NML AND ICDYR LMT WGHA WATER TOLERANT M%. ORES( NOTED) ATA PATE OF IOU LBSIACNE AND ARSOU2EMTH2O611ATUR REWIRMTO PRA CE STREET SWEERNGOX NMTHNEBT BOULEVARD MARE DURING THE OAApIp SPESTR]NS.IF LBSIACRE REWIAEO. IUNIESS OTRERWISE NOTED)WETAND RESTORATION -SEARS SEED MIX FOR BEURNCB LAS NOTED IN THE MERANO RERMEMENT PLAN XNATCR bM i.EX19TNGUTLOIESSHDWNMESHOWNINAIIMPROXMATE WAYDXLY. THE WNTRALTMSXALLOETERMIIETHEIVACT C.ONLY PHOSPHM W S FREE FERTILIRR IS TO B E USED ON ME. LCUTOX CFAN MDI D. MULCH WITHT M I ATAMTEOF 2 TONSIAOIEMD OISCANCHOR IMMEDIATELY AFTER PLACEMENT . USEM9ODFRISA VAIRTONALL SLOPE53:l( MORGRFATEA E. PLALEMPROVEOBTORMSEWERINLETPROT MCT INMMWUWKLST M8EWERIMETSAL WNNUNTLBR U LEMSTINOINILITESBEFGiEC ENCH3 W HEA MESTOBEFULLYRESPON SUMRANY AN0 HIS FAHUMNEYACRYLO TEMOPRESETNEMYANDATLEO STNGUTBIt1ES, CONSTRUCTOR IS COMPLETED, B, RUNNING WNJS MUST MEET alllWING PERMIT REQUIREMENTS MERE MPUGSIE. AS REWIPEDBY MY MORI RET RING I SUBMTHAN ALLSHT PENCE USTI HAS BEEN ESTABUSHEO G RESTp IONWORNWILLBECd UEDMMINRHOUfBOFORAIDNOOCNRETON, Ma. 61D6EOXGFWR IN FEET IN HEIGHT,INQUGXG STON W MUCH COMULADOWLY EXCEED FOUR IN FEET IN HEIGHT, MUST BE CONTINUOUS IN ROODRONBE MAN PAS PREPARED BY A REGISTERED ORGASM IN M E STATE OF MINY60TA SILT FENCE. BEFORE ONAOING - O. BM LF 65' PAD T HOLDDOWN POURED WALL T DROP TO REAR GRIND ELEV. HOLDDOWN DETAILS E B O W N T 1 10 R FINISHED MADE PER BB GRMANO PL E GARAGE FLOOR S O' 2O BELOW GARAGE FLOOR BF/YIO ELEVATION RIDELEVATIONATWD(DOLAO EM PPELEVATGi CURB 8.0 ssM : TOPEOR, 1 BAR 1 99 1G 15 My 16 NO B5 PAD BFIU.ss S O N W T 11 aalF> TON WALKOUT (WO) E M E B FINISHED MADE PER SWUNG PLAN S 0 H GARAGE FLOCK E w W T FINISHEOGRAGEPER GRADING PLAN GARAGE FLOCK H S B EL 3.V BELOW GLRNiE FLCLYI 110 W I S. 0 BELOW OAMGE FLOOR LOORWT ELEVATION F / S1 - RS0 G : qxx. GOES, GRNDREVATIONATLOODOU) 21 REAR PAID ELEVATION CURB BV 8.0 TOPSOIL N TO 31 MAX FR 25 w 15 2S SO P 31' ' S 5B B9 Be Ss PAD ENSUREMILLBASEMENTPAOSARECPNNED SIT IIMLaU N.— eLMTFN PIN,"", "" LOOKOUT (LO) FULL BASEMENT (FB) 1. GRADE (RMUH BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED NOTES: TOP OF TOPSOIL. SUBGRADE SHALL BE DOWN OSD FEET. 2.ESTABLISH FINISH GRADE AT ALL IV FROM YARD UIIUTY EASEMENT LORI 3.THESE DETAILS REFERENCE A B' POURED FOUNDATION WALL, NO AO F DROP FROM REAR TOP FOUNDATIIX! TO GROUND ELEVATION FOR ALL LOOROUTSNO WALKOUTS. HOLDDOWN NOTES: 1. RETENTION BASIN NOTES: TYPICAL POND OUTLET DESIGN THEPADHOLDOOWNS WILL BE PERTHE DETAILS BELOW- THETEMPLATEBBELOWARESTANDARD 25 25 TEMPLATES. IN CERTAIN AREAS THE HOLDDOWN ELEVATIONS HAVE BEEN REVISED TO MAINTAIN POSITNEDRAINAGI 20 2. 20 THE PROJECT ENGINEER WILL PROVIDE THE CONTRACTOR WITH A POINT LIST OW AND TM FORMAT)OF THE FOLLOWING- 15 AT LEAST L CONTROL POINTS 10 CENTERLINE FINISHED GRADE EVERY W FEET t, 11WN Baaua(gn d US Nbatiam ... Pa. be RN Y bel— Day fi ted mul'. e. 2 TM am MNn Dre filbeMn MVna wlllU; mMllel abar Tapan— JI I' MaNa n,hbaV Dammam HAD MU MN1 WNln the lelaffm many at my Eme. T M EaMm d 5. Reativdy AIM pdNRmt.... MAI M. to eaawq GIs mana. 6. I— edUS uROn..,. aolgeEin9 Me Mama Ceam,.111 Nnm UNMI M Inabat pa He FbanbmlepLM B The WI µ iMm IM DUNS wH lla 3 deep Mm a V dinamble rayad UM hat mAN. Me[aee a OR ammm Saw Tile sal RemmmmWU by WHIRR iB 31I91J Me fier sand WgONRUM 9. Imur l— Pa10e. yarMaummdMln )'tlean mck % em lcplYaWVe altl btloxdN;ntile aM b'm 10 PAD HOLDDOWN ELEVATIONS SO 100 O 50 10 DRAINAGE SVOALE ELEVATIONS 100 200 3, WETLAND BUFFER POST 14elion eemN mall S. US.a mimmum oT IT a,bdetlry He fiMEm -1. mammae. nlue. Insd. FINISHED GRADE LOT CORNER ELEVATIONS NORTH a.a— Ouum coma... R namit.. S. A THE GRADING CONTRACTOR WILL BE REWIRED TO PRWIOE THE ENGINEER WITH AN ASEUILT POINT 10. Vaumea far ina nl bDn MMTea btlow repleaara H ERN® WYme. Pmd t: R6D LN Sad Pal I ED.A, P. 2: 1O1 CY TAI 310 CY 5aq 5 LIST FOR THE SUBGRAIDE. PRIOR TO THE RE-SPREADING OF TOPSOIL, AND AN ASBUILT FINISHED GRADE SCALE IN FEET POINT LIST, PRIM TO ASKING FOR A BUILT VERIFICATION, FOR EACH OF THE ITEMS OUTLINED IN REM 3 ABOVE. HE AS XaA NT,. o . oaN1Y USE (INGLUUINU GLWTINU, UIS I HIBUINJN, E MLJILJIL( XMVEYAM: W BASE _ __________ DRAWN BY CHECKED BY — _— _ ________________ DSM — DATE `` a INFORMAT ION)OF THIS USE WITHOUT . PREPARED SY ME gtUNOFR MY DIRECT SUPERVISION ANOTWTI AM A DULY REGISTERED PROF ESSION AL ENGINEER UNDER THE 1 FROM L PARTY LELEUSE. G LLY RESPONSI RESERVBLE FORROAMAGESES O AVIV FROMRLEGITMATEUSE. 0. 20 0 30 - 040 0 50 - Oa80 am B BD EE0. m LAWS OF THE STATE OF MINNESOTA INDEMNIFY SATHPELL ((( BERGOULST, INC. OF ALL. SATHREBERG ,/ / OR 0. 10 ( PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC a ' EXPRESS WRRTEN AUTHORVATON. SAID AUTHORIZATION CONSTITUTES AN ILLEGRIMATE USE AND SHALL THEREBY NEW 000 4. ( FILE TYPE: PRO NO, NORTHING, EASTING, ELEVATION, DESCRIPTION)ABC ( OR M FCHMAT) a NB UeMAMS,MR$ SUTo 143 FAW.IEro A MRSLY LODUEAFM PRa'HIK ANY AND NL Fammaa DIaITlFS uc pp F, W FY [ RESULTING DANIELLSCHMIDT, P.E. OB1B: 031 M Nn 2810] NDryR9 > SATHRE-BERGQUIST, INC. I W SOUTH BROADWAY WAYLITA MN. 55391 M52)4765000 GRADING PLAN VICTORIAN MINNESOTA PL 51018 11 RHAPSODY NORTH PHASE 2 14