The URL can be used to link to this page

CAS-44_CHRISTENSEN SUBDIVISIONPunning 3 Natural Resources 0 0 Phone: 952.227.1130 April 13, 2006 Uff OF fences shall be installed in "smiles" perpendicular to the flow line upstream of CgANgASSEN Mr. Robert Christensen 1591 Park Road 6710 Golden Court 7700 Market Boulevard Chanhassen, MN 55317 PC Box 147 4. Street cleaning of soil tracked onto public streets shall include daily street Chanhassen, MN 55317 scraping and street sweeping as needed. Phone: 952.227.1125 Re: Christensen Subdivision — Planning Case No. 05-44 Administration 5. Based on the proposed developed area of approximately 1.05 acres, the water Phone: 952.227,1100 Fax: 952.227.1110 Dear Mr. Christensen: Building Inspections This letter is to formally notify you that on April 10, 2006, the Chanhassen City Phone: 9522271180 Council adopted the following motion: Fax: 952,22711 go Engineering "The City Council grants final plat approval of Planning Case #05-44 for Phone: 952.227,1160 Christensen Subdivision for two lots with variances to allow two flag lots as shown Fax: 952.227.1170 on the plans dated "Received March 6, 2006", subject to the following: Finance Phone: 952.227.1140 1. A minimum of one tree (2'/2" diameter) is required in the front yard of each Fax: 952.227.1110 lot. Park & Recreation Phone: 952.227.1126 2. All areas outside of the grading limits shall be protected by tree preservation Fax: 952.227.1110 fencing. Fencing shall be installed prior to grading and excavation for homes Recreation Center 2310 Coulter Boulevard on each lot and located at the dripline or beyond whenever possible. Any Phone: 952.227.1400 trees shown as preserved that are removed or damaged shall be replaced at a Fax: 952.227.1404 rate of 2:1 diameter inches. Punning 3 Natural Resources 3. Silt fence shall be installed along the din limits along the east edge of the g grading g g Phone: 952.227.1130 site from the north property line to the rock construction entrance. Two silt Fax: 9522271116 fences shall be installed in "smiles" perpendicular to the flow line upstream of Public Works the 18" CMP leaving the site to slow the water and prevent discharge of 1591 Park Road sediment from the site. Phone: 952 227.1300 Fax: 952.227.1310 4. Street cleaning of soil tracked onto public streets shall include daily street Senior Center scraping and street sweeping as needed. Phone: 952.227.1125 Fax: 952.2271110 5. Based on the proposed developed area of approximately 1.05 acres, the water Web site quality fees associated with this project are $1,680; the water quantity fees are www.ci.chanhassen.mn.us approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. 6. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota (CANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. Mr. Robert Christensen April 13, 2006 Page 2 of 3 7. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. 8. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached). 9. A park dedication charge of $5,800 per lot will be applicable at the time of platting. 10. A $3,700.00 security must be submitted to ensure the following: Hydrant relocation $ 2,000.00 Payment of the City's inspection bill associated with the hydrant 200.00 relocation (10% of $2,000.00) Submittal of the utility as -built showing the relocated hydrant and the 1,500.00 tie cards for the sanitary sewer and water services to Lot 1 TOTAL AMOUNT OF SECURITY: $3,700.00 This breakdown is for historical reference; it is not a restriction on the use of the security. 11. The grading plan must be revised to show the following: a. The proposed lowest floor elevation for the house on Lot 1 b. The proposed invert elevations of the culvert for Lot 1 c. The directional flow arrows for the existing and proposed culverts 12. The proposed water service for Lot 2 must extend from the existing six inch diameter lateral watermain. 13. The hydrant relocation and water service connection must be field located. The hydrant must be relocated as close to the road as possible. 14. The developer's contractor must notify the City 72 hours before relocating the hydrant, connecting to the lateral watermain or core drilling into the sanitary sewer manhole. 15. The plans must be signed by an Engineer registered in the State of Minnesota. 16. All sheets within the plan set must be revised to reflect the drainage and utility easements shown on the plat." Two mylar copies of the final plat should be submitted to our office for signatures, along with all required financial securities. Two 1 "=200' scale mylar reductions of the final plat, and digital file of final plat in both Axf & .tif format (the Axf file must be tied to the current county coordinate syslmpshould also be submitted. Also, all easements must be signed and submitted to the City Prior to recording. Mr. Robert Christensen April 13, 2006 Page 3 of 3 If you have any questions, please call me at (952) 227-1134 or e-mail me at saliaff @ci.chanhassen.mn.us. Sincerely, \ J Sharmeen Al-Jaff ' Senior Planner c: Alyson Fauske, Assistant City Engineer Jerry Mohn, Acting Building Official g,.Vlan\2005 plauning cases\05-44 christensen nbdivisim\fiaal plat leder of appmal.doc City Council Meeting — Ap•10, 2006 0 os -4q Lundquist moved, Tjornhom seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Summary and Verbatim Minutes dated March 13, 2006 -City Council Work Session Minutes dated March 20, 2006 -City Council Summary and Verbatim Minutes dated March 20, 2006 b. Resolution #2006-23: 2005 MUSA Improvements, Bid Package #2, Project 06-05: Approve Plans & Specifications, Authorize Ad for Bids. C. Longacres Stormwater Pond Improvements, Project 06-09 & Lyman Boulevard Sewer Repairs, Project 06-08: Approve Consultant Contract. d. Stonefield, 1601 Lyman Boulevard, Applicant Plowshares: 1) Final Plat Approval as amended by staff. 2) Approve Plans & Specifications, Development Contract, Project 06-07 as amended. e. Gateway North, Northwest Intersection of the Future Alignment of Highways 101 and 212, Applicant Sand Companies: 1) Final Plat Approval. 2) Approve Plans & Specifications, Development Contract, Project 06-10. f. Resolution #2006-24: East Water Treatment Plant, Project 04-08-4: Approve Quote with CenturyTel for Fiber Optic Installation. g. Lake Susan Park Playground Poured -in -Place Resilient Surfacing Project: Award of Bid. h. 2006 Fireworks Contract: Award of Bid. j. Christensen Subdivision, 6710 Golden Court, Applicant Robert Christensen: Final Plat Approval. k. Resolution #2006-25: 2006 Street Improvement Project 06-01: Approve Resolution Deleting the Koehnen Street Improvements. Resolution #2006-26: Surface Water Management Plan: Approve Budget Modification No. 2. In. Resolution #2006-27: Hidden Creek, Project 02-09: Accept Streets & Storm Sewer Improvements. All voted in favor and the motion carried unanimously with a vote of 4 to 0. 3. Silt fence shall be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences shall be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. Finding: This condition still applies. II The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks, A gieat place to live, work, and play. MEMORANDUM TO: Todd Gerhardt, City Manager C�r�p l l l OPp FROM: Sharmeen Al-Jaff, Senior Planner CHMOSEN DATE: April 10, 2006 ok� - 7700 Market Boulevard P 7 Chanhassen,ssen, MN 55317 M PP SUBJ: Christensen Final Plat Approval, Robert Christensen Planning Case #05-44 Administration Phone: 952.227.1100 Fax 952.227.1110 PROPOSAL SUMMARY Building Inspections PFax:955227.11100 The developer is requesting final plat approval to subdivide 1.05 acres into 2 Fax: 952.227.1190 single-family lots for Christensen subdivision. Engineering Phone: 952.227.1160 ACTION REQUIRED Fax: 952.227.1170 Finance City Council approval requires a majority of City Council present. Phone: 952.227.1140 Fax: 952.227.1110 BACKGROUND Park & Recreation Phone: 952.227.1120 On January 23, 2006, the Chanhassen City Council adopted the following: Fax: 952.227.1110 Recreation center "The City Council approves the preliminary plat for Planning Case 0544 for 2310 Coulter Boulevard Phone: 952.227.1400 Christensen Subdivision for two lots with variances to allow two flag lots as shown Fax: 952227.1404 on the plans dated "Received December 2, 2005", subject to the following conditions: Planning a Natural Resources 1. A minimum of one tree 2'/2" diameter is required in the front and of each � � req Y Phone: 952.227.1130 lot. Fax: 952.227.1110 Public works Finding: This condition still applies. 1591 Park Road Phone: 952.227.1300 2. All areas outside of the grading limits shall be protected by tree preservation Fax: x52.221 tela fencing. Fencing shall be installed prior to grading and excavation for homes Senio&&mer on each lot and located at the dripline or beyond whenever possible. Any Phone: 95 .227.1125 trees shown as preserved that are removed or damaged shall be replaced at a Fax: 952.227.1110 rate of 2:1 diameter inches. Web Site wwwci.chanhassen.mn.us Finding: This condition still applies. 3. Silt fence shall be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences shall be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. Finding: This condition still applies. II The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks, A gieat place to live, work, and play. 0 0 Christensen Final Plat—Planning Case No. 05-44 April 10, 2006 Page 2 4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Finding: This condition still applies. 5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680; the water quantity fees are approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. Finding: This condition still applies. 6. Prior to City Council consideration of the preliminary plat, the following changes must be incorporated into the plans: a. All plans must be signed by a Professional Engineer registered in the State of Minnesota. Finding: This condition has been met. b. The plans must show the proposed lowest floor elevation for Lot LA separate utility plan must be submitted and must resolve the apparent conflict of the existing 6" watermain over the existing sanitary sewer manhole on Lot 1. Finding: This condition has been met. c. The utility plan must show the lateral sanitary sewer within the east -west portion of Golden Glow Court to the manhole within proposed Lot 1. Finding: This condition has been met. d. The utility plan must show the sanitary sewer service to the Martinka property. Finding: This condition has been met. e. A 20 -foot wide drainage and utility easement must be platted over the existing 6" watermain on Lot 2. The easement shall be centered over the watermain. Finding: This condition has been met. f. Drainage and utility easements must be platted over the existing sanitary sewer and watermain services to the house on Lot 2 and the Martinka property. The easements shall be 15 feet wide and centered between the sanitary sewer and watermain services. Finding: This condition has been met. g. The utility plan must include notes where conflicts between services and/or culverts appear. • • Christensen Final Plat — Planning Case No. 05-44 April 10, 2006 Page 3 Finding: This condition has been met. 7. Prior to City Council consideration of the final plat, the developer must comply with the following: a. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. Finding: This condition has been met. b. Hydraulic calculations verifying the design of the driveway culverts must also be submitted. Finding: This condition has been met. c. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. Finding: This condition still applies. d. Soil boring information must be submitted. Finding: This condition has been met. e. The driveway to Lot 2 must be at least 10 feet from the property line. Finding: This condition has been met. 8. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. Finding: This condition still applies. 9. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached). Finding: This condition still applies. FINAL PLAT The applicant is proposing to subdivide a 1.05 acre site into 2 single-family lots. The density of the proposed subdivision is 1.9 units per acre gross and 2.39 units per acre net. Both lots exceed the minimum 15,000 square feet of area, with an average lot size of 18,210 square feet. 0 Christensen Final Plat — Planning Case No. 05-44 April 10, 2006 Page 4 The site is zoned Residential Single Family District (RSF). Both proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be served via flag lots. This layout is in keeping with a previous City Council recommendation. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. GRADING AND DRAINAGE A moderate to gentle slope currently extends from the west side of Lot 1 to the east. Surface runoff currently drains to the south along the east side of Lot 1 and through the existing culvert under the Christensen's driveway. The proposed grading will maintain the existing runoff pattern. A culvert will be installed beneath the driveway of Lot 1 to facilitate drainage. The developer's engineer has submitted hydrology calculations indicating that the proposed development conditions will not significantly increase the peak discharge rate from the site. The proposed grading will require filling approximately one to two feet, therefore grading will be done in conjunction with the building permit. The grading plan must indicate the proposed lowest floor elevation for the house on Lot 1, the proposed invert elevations of the culvert for Lot 1 and the directional flow arrows for the existing and proposed culverts. UTILITIES The developer proposes to extend sanitary sewer and water services from the existing laterals within Golden Court to provide service to Lot 1. These utilities were installed with the Burlwood Addition; therefore, Lot 1 will not be subject to the lateral connection charges. The existing sanitary sewer manhole on Lot 1 must be raised to grade. The proposed sanitary sewer service must be core drilled into the manhole at the flow line. As -built utility plans have not been submitted for the Burlwood project, therefore the hydrant relocation and water service connection must be field located. The hydrant must be relocated as close to the road as possible. The developer's contractor must notify the City 72 hours before relocating the hydrant, connecting to the lateral watermain or core drilling into the sanitary sewer manhole. The developer must submit an escrow to ensure that the hydrant is properly relocated and that the City's inspection bill associated with the hydrant relocation is paid. The existing sanitary sewer and water services for 6730 Golden Court, the property immediately south of the proposed subdivision extend within proposed Lot 2, therefore the front yard drainage and utility easement over Lot 2 will be oversized. 0 0 Christensen Final Plat — Planning Case No. 05-44 April 10, 2006 Page 5 The existing sanitary sewer, water, phone and gas services for Lot 2 extend within Lot 1, therefore the front yard drainage and utility easement over Lot 1 will be oversized. The proposed water service for Lot 2 must extend from the existing six inch diameter lateral watermain. The utility plan must be revised as it currently shows the proposed service for Lot 1 extending from the existing service to Lot 2. The sanitary sewer and water hookup charges for Lot 1 shall be paid with the building permit application. The party applying for the building permit is responsible for payment of these hookup charges. STREETS The driveways to Lots 1 and 2 will access from Golden Glow Court, therefore there are no street improvements associated with this development. The existing right of way width for this portion of Golden Glow Court is 60 feet, therefore additional right of way is not required from the Christensen development. Approximately 72 feet of the existing driveway to Lot 2 will be removed and realigned. The driveways to Lots 1 and 2 will each be 10 feet wide. Golden Glow Court currently provides access to I1 parcels, therefore staff is not concerned about the proposed location of the driveway to Lot 1. Sediment Control Silt fence should be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences should be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed Surface Water Management Fees Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,600/acre. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $2,900 per developable acre. This results in a water quantity fee of approximately $3,045 for the proposed development. Christensen Final Plat — Planning Case No. 05-44 April 10, 2006 Page 6 At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. PARK DEDICATION This property lies within the neighborhood park service areas of both Curry Farms Park and Carver Beach Park. The Park and Recreation Director is not recommending any additional public park or trail services be constructed as a part of this subdivision. In lieu of any public improvements, a park dedication charge of $5,800 per lot will be applicable at the time of platting. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Christensen Subdivision are as follows: Total upland area (including outlots) 1.05 ac or 45,958 SF Total canopy area (excluding wetlands) .44 ac or 20,444 SF Baseline canopy coverage 45% Minimum canopy coverage allowed 35% or 16,085 SF Proposed tree preservation 37% or 17,337 SF The developer meets minimum canopy coverage allowed. No additional reforestation plantings are required. According to ordinance, a minimum of one tree is required in the front yard of each lot. No bufferyard plantings are required. All neighboring land uses are identical. Staff recommends that the tree protection fencing shown on sheet 2 of the preliminary plans dated 12/2/5 be continuous to form a solid barrier around the construction site. COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance 15,000 100' 125' 30' front/rear 10' sides BLOCK 1 Lot 1 19,662 105' 190' 30730' 10' Lot 2 16,759 127' 215' 30730' 10' @ Meets 90 foot width at the building setback line. na — Not Applicable 0 0 Christensen Final Plat — Planning Case No. 05-44 April 10, 2006 Page 7 RECOMMENDATION Staff recommends that the City Council adopt the following motion: "The City Council grants final plat approval of Planning Case #05-44 for Christensen Subdivision for two lots with variances to allow two flag lots as shown on the plans dated "Received March 6, 2006", subject to the following: 1. A minimum of one tree (2 11Y" diameter) is required in the front yard of each lot. 2. All areas outside of the grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot and located at the dripline or beyond whenever possible. Any trees shown as preserved that are removed or damaged shall be replaced at a rate of 2:1 diameter inches. 3. Silt fence shall be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences shall be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. 4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed 5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680; the water quantity fees are approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. 6. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. 7. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. 8. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached). 9. A park dedication charge of $5,800 per lot will be applicable at the time of platting. 10. A $3,700.00 security must be submitted to ensure the following: 0 0 Christensen Final Plat — Planning Case No. 05-44 April 10, 2006 Page 8 Hydrant relocation $ 2,000.00 Payment of the City's inspection bill associated with the hydrant 200.00 relocation (10% of $2,000.00) Submittal of the utility as -built showing the relocated hydrant and the 1,500.00 tie cards for the sanitary sewer and water services to Lot 1 TOTAL AMOUNT OF SECURITY: $3,700.00 This breakdown is for historical reference; it is not a restriction on the use of the security. 11. The grading plan must be revised to show the following: a. The proposed lowest floor elevation for the house on Lot 1 b. The proposed invert elevations of the culvert for Lot 1 c. The directional flow arrows for the existing and proposed culverts 12. The proposed water service for Lot 2 must extend from the existing six inch diameter lateral watermain. 13. The hydrant relocation and water service connection must be field located. The hydrant must be relocated as close to the road as possible. 14. The developer's contractor must notify the City 72 hours before relocating the hydrant, connecting to the lateral watermain or core drilling into the sanitary sewer manhole. 15. The plans must be signed by an Engineer registered in the State of Minnesota. 16. All sheets within the plan set must be revised to reflect the drainage and utility easements shown on the plat." ATTACHMENTS 1. Final Plat. gA\plan\2005 planning cases\05-44 chtistensen subdivision0;nal platdoc 0 0 o. is IF 'GE— mn rn 77 o. 'GE— mn rn 77 3RD m 01"I wo pi - --------- smwo w 'U ti G L W B R L %A: i---- �I 6pB I z -- — — — — I. [I C K I I toI o. mn rn Z W 0 o g Q t OM C W J SI• a v �. mill0 LU LL Z s ! .$L f:33 s�aasillas3�€ta;:38 ddl: Q $jade S g gtgS S SSSSS S g uu S [ 3.gg� Qj�[.:Y:.Y33�SEbbSaSb:Yzea.�3.9oz8&bYFkiS i � a•;1 �;a£ � aaam page3 � d 5 I O AV W /A �2a �aas3jug EY s R{� ccY r N ma-Wjz -T �5'S$ iySuia NY rliu 0. C 4 s53 � u U _ s F o W •�$ 8c ms `i �aSL m ?L L`605 9:`'I E6LeP e 1 Ye �suew�a�v.�•+s.aimmnzmsin.Ps.e � a•;1 �;a£ � aaam page3 � d 5 p z 19 i• .� •'� Q mem '-^q :��..-•__— .-t♦ � ♦� I i .d / / ♦ I ---------- Z e m I O AV , m �2a ----------------- 1 R{� W r N �6tl6 ��s -T �5'S$ iySuia NY rliu C � u U _ s F o W m 0¢( 0 Ye �suew�a�v.�•+s.aimmnzmsin.Ps.e p z 19 i• .� •'� Q mem '-^q :��..-•__— .-t♦ � ♦� I i .d / / ♦ I ---------- Z e m O AV , m �2a aY� - seR 1 R{� W r N �6tl6 ��s -T �5'S$ iySuia NY rliu p z 19 i• .� •'� Q mem '-^q :��..-•__— .-t♦ � ♦� I i .d / / ♦ I ---------- Z e m o _ 41� C Cj O W , m 1 R{� W r 9 0 C � u U _ s F o W m 0¢( 0 ��co E �:2 o _ 41� C Cj , 1 R{� 1 ' o 0¢( ��co E �:2 �suew�a�v.�•+s.aimmnzmsin.Ps.e §?fist[. WIN E a s 22 A AAAMA AAAA A �� - � .a9a9os8EdARk'ss O 3 S Z %f-} F3 gg E 8aadSAW � S�¢y� �� .:eistl::JSL38dE3aY o „ � Qa E 7g�7g8 lit Z O 6p H2 v ,'• Stt9e O r a.. E 3333 f lilt ■ a §?fist[. WIN E a s 22 A AAAMA AAAA A �� - � .a9a9os8EdARk'ss O 3 S Z %f-} F3 gg E 8aadSAW � S�¢y� �� .:eistl::JSL38dE3aY o „ � Al Ii�X tlX N F E S 6 6C z 3e ES'- �Ra HIP `� 0 8EIXga G¢� X p9ky G 8 `� ¢a X It ■ rt s Aa+ Al R18 nBg� � z e @3 €�6 a_ 3 Ys :• 3 � ��3 � � �� Y@a a �6 § p9Ep 3 arq$ CC 16$ Yi g p 911 8 dSe� Ri • 6Sa i=,5 S�iE ai 1 1g ${ City of Chanhassen 7700 Market Boulevard �p Chanhassen, MN 55317 C OF (952)227-1100 Date: December 5, 2005 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: CHRISTENSEN SUBDIVISION: Subdivision of property into 2 single-family lots with Variances on property located at 6710 Golden Court and zoned Residential Single Family. Applicant: Robert Christensen. Planning Case: 05-44 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 2, 2005. The 60 -day review period ends January 31, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on January 3, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than December 21, 2005. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco •CAl"o �, •,, t I Is F _ ---- _ I IF � � I ! / I / l I I / north the or the Bouin 9x4.0 fest or the Northwest ouart« of the ` f y' 1 N WW48w W 'I swtneoet Oaa of 1 190.03 I s / 6 I I T- L yq {/'•`�� / X..3C (�/`-� (��``��`�• / I / ss /lT-- 1 I ��,1'{a I L\JO�./ /( .•4 to �i1J/ SLI/' / a•' / � as ton \\I C `�/� ass —( I a3 � ` I e ♦ . 1 I 8� try/ i' n//I � i�// O \\� _� I5 \�� ..• II I 2-- wzo \ I o �'� t}i&I L O T 2 X11 I1 II o= I /ts ' /'� �I cxisnffG 877U— / `. I I I ¢w ' 24 I n 11 \\ fiatJim ! rt —, — ------------I� z I N 88'03.46' W IDwan e sline ham, ai the no230 reef of-_----------� \\ 1 I \ : '^ I . ( the swan 9040 fast or the N«thwst or Me 5wmmst sort« / \ I} .y r!'. I FES I I I Y< I ISchoell Madson P19Iryp Engineering Surveying I= MAwas Naw Rleash terse 55447 T7 7161= F1 7161019 w olea Neel"' 11,11,10)F76 9Mw.teer 711- T7mN1LIro N18151 wasAMsrindrmmm TNe avowing hen been exacted and rook eea Mb day of 20 - by JOB BOOK NUMBER: (134-91) FIELD BOOK: 121 PAGE: 46 PRELIMINARY PLAT 99 CHRISTENSEN ADDITION OWNER / SUBDIVIDER SURVEYOR ROBERT CHISTENSEN SCHOELL k MADSON. INC. 6648 Powers Bwiewrd 10580 wapata Bwiewd Cmmhassen. Minnesota 55317 Minneopoils, Minnesota 55305 (952) 474-7601 (952) 546-7601 xc lying west of the Chanhassen and Excelsior Public Road. g west f TREE LEGEND CERTIFICATION I hereby asrft that Mb e r»,' .. prapored under my euaM eslon and that j�eState Minnesota. 0 Li moof LonaSurvaunder Me DANIEL 4 NICKOL9 pate. Lkense No, 19639 DESCRIPTION Number fdlowhg abbreviation denotes estisatea diameter R Denotes Birch in than thrx fast anove Zn' lertl. The ewcond The North 230 feet of the West 190 feel of the South 904 feet n ony) aenot. Me numb« of M1m4o at that Iournber 1 donol. o deed tree), of that part of the Northwest Quartet- of the Southeast Quarter Numb« dlowhg serum aenot. Its manabr In feet of Township 116, Range saver County. Minnesota, xc lying west of the Chanhassen and Excelsior Public Road. g west f Q4/ Denot. daslauwe tree. Q Denotes shrub. AND *Donates conlf«wn tree. IDonal. tree Ilhe. l'ADonates QuUot A and that part of Lot 6, Block 1, Burlwood, Carver Ash Esompie Dant. Arb« At.ibed County, Minnesota lyning soutwesterly of the following described BF Denotes W. Fir 0Br=8'2 line: Commencing at the westerly northwest comer of sold Lot 6; thence South 0 degrees 23 minutes 15 seconds West, an assumed bearing along the most westerly line of sold Lot 6 a distance of 12217 feet to the northwest comer of Wtlot A and the point of beginning; thence South 31 degrees 13 minutes 07 seconds East 57.10 feet to the westerly line of Golden Glow Court and there terminating Qutlot B, Burlwood, according to the recorded plat thereof ZONING - RSF - SINGLE FAMILY RESIDENTIAL AREAS TOTAL PLAT - 45,957.53 SQUARE FEET / 1.05 ACRES LOT 1, BLOCK 1 - 24,401.65 SQUARE FEET / 0.56 ACRES LOT 2 BLOCK 1 - 21,555.68 SQUARE FEET / 0.49 ACRES NOTES 1. For the purpose of this survey, the west line of the Northwest Quarter of the Southeast Quarter, has on assumed bearing of N01'00'23'E. 2. The field survey of this site was completed on September 30, 2004. 3. The topography shown hereon Is per City Topographic Information as provkled by the City of Chanhossen on July 20, 2004. LI o to M e0 (eC11E W RT ) LOCATION 6648 POWERS BOULEVARD CHANHASSEN, MN. 55317 BA Donot. Basswood R Denotes Birch BE Denotes Be. Bear BN Denote° Butternut BU Denolea Bush CA Denotes Campo CR Denotes Cedar CH Denotes Chan, CH Donot. Cottonwood DG asset. Dogwood EL asset. Elm FR Denotes Frull GN Denotes Gingko N Denotes Hadmeny NC Data Havas Chestnut N Dana . Hlrkor, R Denotes Ironwood X Denote Jumper KC Denotes Kentucky Coffee U Danot. U. Lo Denotes Locust CITY OF CHANHASSEN M Denotes Mapb RECEIVED W Denotes Mu, Phe 0 Denotes Desk R DenotesPine PD Dentes uARaar pares Rusolsian aloe MMAR 0 6 2006 SIA Denotes silver Maple Dense. spr,` TD Donal. TreeDeed... TE penal. Tree Ewareen ":HANHASSEN PLANNING WA penal. Walnut DEPT WI parol. WMow VICINITY MAP Mm= 0 CLIENT N RD. No! ROBERT CHRISTENSEN S.M.I. PROJECT NO. 63145-002 EXISTING TREE TO REMAIN (TYP.( J _ so ( i — OA ° L O T 3 ' .-..- } TEN '?FP` As TREE PROTECTION ...... - - I • •• } I FENCE (TP ) L-- -- I - e TSA. I L O T 2 } `\ av 51 ( \ V A - i x.W 2 \_ - I I N W E S aT 0 10 M "D ■SIGNIFIGANT TREE TABLE TREE PROTECT TREE CALPER PROTECT TREE CMJPER PROTECT TREE CALIPER PROTECT OR NUMBER I SPECIES I SI EE" I e �MT I NUMBER I SPECIES I SIZE I e �H 1 I NUMBER I SPECIES I SIZE I o vrwr I I NUMBER I SPECIES I SIZE I REMOVE I - - -- r506 EE PROTECTION CE (TMP.) EJYFf � de•�SD��9:Ialxw� I 5036 I ASH 1 10 1 PROTECT I M:ey 5047 ELM 8" PROTECT 5049 ELM 6_ PROTECT 5050 EUA 16' PROTECT 5051 ASH 10' PROTECT 5052 ASH 12" PROTECT 5053 ASH 10" PROTECT 5054 BOX ELDER 14" PROTECT 5055 ELM e' REMOVE 5056 CHERRY 8' REMOVE 5057 ASH 2-10' REMOVE 5058 ASH 14' REMOVE 5059 ASH 12' REMOVE 5060 ASH 10" REMOVE 5061 ASH 18'� PROTECT 5062 BOX ELDER 8" PROTECT 5063 CHERRY _ PROTECT 5064 BOX ELDER 8_ PROTECT 5065 ASH 2-8' PROTECT 5066 ASH 8" PROTECT 5067 0191 10' REMOVE 5068 ISH 12' PROTECT 5069 ASH 14_ PROTECT 5070 ASH e" PROTECT 5075 ASH 8' PROTECT W76 ELM 10" PROTECT 5077 EUA 8' PROTECT 5078 ASH 10" PROTECT 5079 ASH 3-8' PROTECT 5080 PINE 10' PROTECT 5081 BIRCH 6" PROTECT 5082 PINE B" PROTECT 5083 PINE 6' PROTECT 5084 PINE 10" PROTECT 5086 BIRCH 8• PROTECT 5087 OM 8" PROTECT 5088 ( •J 12' PROTECT 5089 BI Denotes Birch U Denotes UW BE Denotes Be. Eder LO Denotes Locuet 6' PROTECT 5090 _ . d ww 1 wIw¢�ad . B" PROTECT 5091 8" PROTECT 5092 CEDAR 6_ PROTECT ■TREE LEGEND 6084 EUA C PROTECT 6085 ELM 6- PROTECT 6086 ptiewer, Schoell Madson T16bM6— F95HUNIM 6" PROTECT 80117 ASH 2-6" REMOVE 6088 ELM 6' PROTECT 6089 EUA fi PROTECT 6090 ASH 6_ PROTECT 6091 ASH 6_ PROTECT 6164 ELM 6" PROTECT 6165 ELM 6" PROTECT 6166 OF CRIFUNE _ 6" PROTECT 6180 ASH 6' PROTECT 6181 ASH 6_ PROTECT 6185 BIRCH 5' PROTECT 6217 OM 42 PROTECT ■ TREE PROTECTION ° Ikegrad IN 5045 ASH 2-10' PROTECT 15'NO2kd Mauxvel -eleeYBwT Number following obbreviation denotes estimoted diameter TtMee Neme/Lecelar CHRISTENSEN SUBDIVISION W d1not apmi d dust 1 w • Memeee Liubege E'er' tM M�+�R'te� ue.n llr ptiewer, Schoell Madson T16bM6— F95HUNIM in o The wood ber LAN •.. a,•, -• '"'+-`'' - fens TepFes owa.e ry ASH f4' PROTECT Plenning SwveYOV nITMe9.wwW,Ar 1m ESM g •MMII�� TTMaIHMW Finaemsl numl,er dNrs do of seet of Wks at Nal the nu ° 9wk TIIIEE NtESOEYATEON PLAN rJ 2 rlw 2zouN Ttr4 eu rase locution location 1 denotes o deod tree)- wewaeurnrmmn a ""tube following eN uba dentes x diamete in met. e. ■TREE PRESERVATION NOTES _ _. M P.n:xf Nn•nlv.. RoLLA-IM19 . _ woww wo aowaw . mmm<ld aria ..w m wane d aw G Denotesd«iduwa tree. [] Denote aNmb. REE DINFUNE r e m Iev w1 ww. rwoomaes. Muss wluos. sTm¢ xc s no net elomslox YY,,,,�� Demtes coni/emus tree. I Denote Nae line. _ PENCE OUTSIZE 2 1wF Rma,oN rea alw1. sevum pM Ta An wMwanar, Av'1nnF3 nR 6 A E N.YFL MSDE6 TE W UE G ILL 9ifT1M 1Rt$ A E Sw® wees I''�� Example: OF CRIFUNE _ 'e . vrR ru srt etlw a ow"Li rda swn xET BE w.m w wlwKM1rtn ' : - wnlun . d awnen mwenrAwe wu1 m wrsWsww Npwr oaw sv . O BE8.2 .: ;'. awl ff uao wn TNx paaRcwx wAc .. s. w ru snows tE n.cm rawsr m nnwK d m war anax. d wma m A Denotes Ash HI Denotes Hickory AV Denotes Arbor V toe IR Denotes Ironwood EXISDNG TRS To ELEVATION EE 3 " REIVN m -- m. Now tK .rs. v we nm w we m ec swm. -.. - ♦ <N¢ ws rc •Noe nr Flewtrt dR¢ w m sv dFA6R� do ro ramp[ BF Denotes Balsam Fir JU Denotes Juniper BA Denots Birch IC Denotes Kentucky Coffee ( •J TREE DRIPUNE aaalan /lo IE;wr¢ a1 yM,� of 1orX waelaVs ak Pwpa d eves wswAm sau+wn..o.ue.wre: na oov¢ ww.w wls. a woaep BI Denotes Birch U Denotes UW BE Denotes Be. Eder LO Denotes Locuet \e _ _ . d ww 1 wIw¢�ad . BN Denotes Bush Y Denotes Maple , e mews s a. ms .s Nor Tw¢ n..¢ .Dow raw Is m w 1. BU Denotes MP Denotes Pim a dM . a=i . OR Denots Cedfor 0 Dentes Ook Cad T. s aouoro s ore mss cart . ea.rmoc .aro .wens Vusr ween Pin OR Denotes Cedar PI Denotes Pine PENCE mosso .r. aXwwlaa w,sT Hees:. wl�mu nax wwro opo w1x 1HM d CH Denotes Co PO Denotes Poplar oaUaekfrr 9ei1 ON Denotes Cottonwood RO Denotes Ruswan Oli. ftn e w.w-wn sv spa avrl H snan u nc aIw11E a FImTro mss m E DIG Denotes Dogwood SM Denotes Silver MoAlple INSTIL TREE FENCE PRIOR TO ANY CONSIRUCTON Denotes Denotes Spruce NOTPNOT�CTCN ACTFAtY. DO NOT SPORE MY EOUIPMEM OR kIATERLNS WITHIN THE e. ruses rtlens a ewep M il6.s m c ,auam. mFs •amen FElmmi M FR Denotes FrNR TD Denotes Tree 0«tunas M PROTECTED MFA REMOVE THE FENCE ONLY MER CdN51RUC110N T mo wen raem a PFYJAa mo„ art d nwm GN Denotes Gingko TE Denotes Tres Evergreen OPERATIONS ME CONPIEiED. H Denotes Ho<kberty WA Denotes Walnut - Ia un ms oVe® ce . surIsm d 1Ns tux emsm.wN VI.w wen x w A Here IF .1 soul sloes HC Denotes Horse Chestnut WI Denotes Wllow ■ALLOWABLE TREE REMOVAL I _ 4 bete >t q •e 1aM H iYh'A°Y" . --_ ✓ - r ..,..,'°�Nia tnvF t�n:,A .g %N' ,Bj�YB x E'Y ,..., .. .,,, a WARNING THE CONTRACTOR SHALL CONTACT All PUBLIC UTNJTES FOR LOCATOMS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS PIPES. MANHOLES. VALVES. OR OTHER BURIED SIRUCNRES BEFORE DIG(.NG. HE 9W1 REPAIR OR REI'IACE TIE ABOVE WHEN DAMAGED DURNG CONSTRUCTION AT NO COST TO OWNER. 1 tiw467 ee" Due file Alas . PTW°M by ro er mule Ikegrad IN 15'NO2kd Mauxvel -eleeYBwT CteM TtMee Neme/Lecelar CHRISTENSEN SUBDIVISION W d1not apmi d dust 1 w • Memeee Liubege E'er' tM M�+�R'te� ue.n llr ptiewer, Schoell Madson T16bM6— F95HUNIM ROBERT CHRISTENSEN 8710 POWERS BLVD. s.so.oe OM PO.. I11f �° -• '"'+-`'' - fens TepFes owa.e ry 1 1 1 Plenning SwveYOV nITMe9.wwW,Ar 1m ESM g •MMII�� TTMaIHMW Finaemsl CHANHASSEN, MN 55317 952.474.5884 9wk TIIIEE NtESOEYATEON PLAN rJ 2 rlw 2zouN Ttr4 eu rase wewaeurnrmmn a - _ _. M P.n:xf Nn•nlv.. RoLLA-IM19 10' SIDE YARD SETBACK FOR EXISTING LOT BUR.pABI 1 MEA PROPOSED -„.A_° d{� DRAINAGE AND _ UTUT �e EASEMENT m EXISTING LOT UNE—”° 1 30' REAR,., s 0 1 YARD SETBACK =1 FOR BUILDMLE „II ;... r \ '. E2. AREA IM 60'x60' HOUSE PADS WW gg SOILS -8 r - . rn of LESIER-KID(ENNT LOANS, 2-15S MOPES. ERODED _ 00 LE LOAMS. 2-6% SLOPES IN i L 10 =1 LOT E _I „II ;... r \ '. E2. 10' SIDE YARD 51 I 0 e SETBACK FCiLE CNANHAS SEN, MIN 55317 A .474. 88 LCT AREA 61eV lY pwF LOT LAYOUT PLAN 3. iJ BUILDAB ��h0 CALCULATION f.. AREA LINE (TYP-) NAGE AND UTILITY EASEMENT 30REM YMD SETBACK FOR BUILDABLE AREA EXISTING LOT ri 60160' HOUSE PAD LOT 1 19,662 SF 124,401.95 ACTUAL! 01 11 I _ CONCEPT HOUSE V's O T c AT IP E S n EXISTING LOT po0 5 ! I1 DRAINAGE AND UTILITY EASEMENT AREA O.e LOT UNE n9 'DRIVEWAY 0— f 303L'_LBT 1 PROPERTY NEE UTIUIY EASE. 60'x60' HOUSE PADS WW gg SOILS -8 r - II)J D?'. LESIER-KID(ENNT LOANS, 2-15S MOPES. ERODED _ 1 0 LE LOAMS. 2-6% SLOPES IN i L 10 T 2LINEPROPosEE LOT E _I „II ;... r \ '. E2. !ESTER-KIUKENNY LOMS, 2-65 SLOPES. ERODED 51 EIpT6Rt9 �A6rng ,43690 CNANHAS SEN, MIN 55317 A .474. 88 LCT AREA 61eV lY pwF LOT LAYOUT PLAN 3. iJ 4.m ieryav ��h0 CALCULATION LINE (TYP-) y 51 COT 2, - I N n =3 - 1sr%TJ 77 S -_ AT IP E S n EXISTING LOT po0 5 ! I1 DRAINAGE AND UTILITY EASEMENT AREA O.e LOT UNE n9 'DRIVEWAY 0— f 303L'_LBT 1 PROPERTY NEE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UFUIIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS. PIPES. MANHOLES. VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHAD. REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. ■PROJECT INFORMATION TOTAL SITE AREA: ATE S.F. - 45,957.66 SF. / LOS ACRES LOT T: LOT 2: TOTAL SF. - 24.401.95 SF. TOTAL S.F. - 21.55571 S.F. PAWMENT - 2225 S.F. PANEMDRT - 2.691 S.F. BUILDNG - 2102 S E BUILDING - 1.815 5 F. GREENSPACE = 20074.95 S F = BZ3L GREENSPACE - 16,649.T SF. = 78-2% HMD SURFACE CO4 AGE - MAXIMUM OF 255 SETBACKS: LOT SIZE: FRONT - 30 FEET MINIMUM LOT SIZE - 15.000 SF SIDE - 10 FEET REAR = 30 FEET ZONING EXISTING - RSF (SINGLE FAMILY RESIDENTIAL) PROPOSED - RSF (SINGLE FAMILY RESIDD4TAL) ■LEGEND PROPOSED EXISTING — — RIGHT-OF-WAY LINE BOUNDARY LINE PROPERTY UNE SETBACK LINE EASEMENT LINE -- SANITARY SEWER/ MANHOLE - -- WATER MAIN FIRE HYDRANT W/ AUX. VALVE GATE VALVE &. CATCH BASIN/STORM SENER/MANHOLE O BUILDING BITUMINOUS PAVEMENT OA CONCRETE PAVEMENT REMOVAIS ■GENERAL SITE WORK NOTES • CONTRACTOR TO VEMFY THE LOCATION OF ALL UNDERGROUND UTLINES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA 1-600-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECRON TO EXISTING PAVEMENT. STRUCTURE. PIPE OR OTHER STE FEATURE IS TO BE MADE_ THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCAES OR VARIATIONS FROM THE PLANS. • REFERENCE TO MN/DOT SPECIFICATIONS SHALL MEAN DIVISIONS II AND III OF THE 2000 WTIN ALL SUPPLEMENTAL SPECIFICATIONS. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • TOPOGRAPHIC SURVEY BY SOHOEIL 6 MADSON. INC. • CONTRACTOR SHALL INSTALL. INSPECT. "WAN AND REMOVE THE NECESSARY SIGNAGE FOR UNE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. JANUARY 1996. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PRONDED AT ALL TIMES. • CONTRACTOR SHALL VERIFY LT MD PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. • REFER TO GRADING AND UTILITY PLAN FOR EXISTING AND PROPOSED GRADES AND UTILITY LOCATIONS/ RE OCATONS- • HOUSE PLANS WILL CHANGE. FINAL MUSE UYOUT AND TREE PRESETNATON M WILL PLBE SUBMITTED AT TME OF CONSTRUCTON AND PERMIT APPUCATIONS. ■�C)ILS i UTIUIY EASE. "7g� WW gg SOILS -8 r - II)J D?'. LESIER-KID(ENNT LOANS, 2-15S MOPES. ERODED Dam B! .. v... LE LOAMS. 2-6% SLOPES eC2'. I �, T1;•;. LESIDT-KIU�OINY LKENNY LOMS, 2-6x MOPES. ERODED 6710 POWE" RYE' „II ;... r \ '. E2. !ESTER-KIUKENNY LOMS, 2-65 SLOPES. ERODED EIpT6Rt9 �A6rng ,43690 CNANHAS SEN, MIN 55317 A .474. 88 LCT AREA 61eV lY pwF LOT LAYOUT PLAN 3. iJ 4.m ieryav ��h0 CALCULATION LINE (TYP-) - =3 - ISTING LOT UNE 30.00' LOT 2 PROPERTY' UNE '30' FRONT PROPOSED YARD SETBACK DRAINAGE AND - - FOR BUILDABLE UT -Mr AREA EASEMENT - s" r BITUWNOUs DmvcWAr WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UFUIIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS. PIPES. MANHOLES. VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHAD. REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. ■PROJECT INFORMATION TOTAL SITE AREA: ATE S.F. - 45,957.66 SF. / LOS ACRES LOT T: LOT 2: TOTAL SF. - 24.401.95 SF. TOTAL S.F. - 21.55571 S.F. PAWMENT - 2225 S.F. PANEMDRT - 2.691 S.F. BUILDNG - 2102 S E BUILDING - 1.815 5 F. GREENSPACE = 20074.95 S F = BZ3L GREENSPACE - 16,649.T SF. = 78-2% HMD SURFACE CO4 AGE - MAXIMUM OF 255 SETBACKS: LOT SIZE: FRONT - 30 FEET MINIMUM LOT SIZE - 15.000 SF SIDE - 10 FEET REAR = 30 FEET ZONING EXISTING - RSF (SINGLE FAMILY RESIDENTIAL) PROPOSED - RSF (SINGLE FAMILY RESIDD4TAL) ■LEGEND PROPOSED EXISTING — — RIGHT-OF-WAY LINE BOUNDARY LINE PROPERTY UNE SETBACK LINE EASEMENT LINE -- SANITARY SEWER/ MANHOLE - -- WATER MAIN FIRE HYDRANT W/ AUX. VALVE GATE VALVE &. CATCH BASIN/STORM SENER/MANHOLE O BUILDING BITUMINOUS PAVEMENT OA CONCRETE PAVEMENT REMOVAIS ■GENERAL SITE WORK NOTES • CONTRACTOR TO VEMFY THE LOCATION OF ALL UNDERGROUND UTLINES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA 1-600-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECRON TO EXISTING PAVEMENT. STRUCTURE. PIPE OR OTHER STE FEATURE IS TO BE MADE_ THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCAES OR VARIATIONS FROM THE PLANS. • REFERENCE TO MN/DOT SPECIFICATIONS SHALL MEAN DIVISIONS II AND III OF THE 2000 WTIN ALL SUPPLEMENTAL SPECIFICATIONS. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • TOPOGRAPHIC SURVEY BY SOHOEIL 6 MADSON. INC. • CONTRACTOR SHALL INSTALL. INSPECT. "WAN AND REMOVE THE NECESSARY SIGNAGE FOR UNE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. JANUARY 1996. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PRONDED AT ALL TIMES. • CONTRACTOR SHALL VERIFY LT MD PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. • REFER TO GRADING AND UTILITY PLAN FOR EXISTING AND PROPOSED GRADES AND UTILITY LOCATIONS/ RE OCATONS- • HOUSE PLANS WILL CHANGE. FINAL MUSE UYOUT AND TREE PRESETNATON M WILL PLBE SUBMITTED AT TME OF CONSTRUCTON AND PERMIT APPUCATIONS. ■�C)ILS i IXs7ae 4 pwO2htl AWNWNm l m6, WW gg SOILS -8 DATA LEGEND: TESTER-KIUKENNT LOMS. 2-6R MOPES II)J D?'. LESIER-KID(ENNT LOANS, 2-15S MOPES. ERODED Dam B! .. v... LE LOAMS. 2-6% SLOPES eC2'. I �, T1;•;. LESIDT-KIU�OINY LKENNY LOMS, 2-6x MOPES. ERODED 6710 POWE" RYE' „II ;... r \ '. E2. !ESTER-KIUKENNY LOMS, 2-65 SLOPES. ERODED 1 On°6/ aaUO WN Wu plev m FIaP°teM h me Q w mT mb? ° liM°N® and Wt 1 Mo A D V Pmt®ooM IXs7ae 4 pwO2htl AWNWNm l m6, K1MR ROBERT CHRISTENSEN 6aFal NWwM1oarvF ONR18TlN8[N SUBDIVISION 2.20."B6' TudeeApe IrtMeet ®de tie Mn °E the SMte d rWoeM1A Dam B! Sehoell Madson TMl F952616908 6710 POWERS BLVD. 6710 POWE" RYE' _ EIpT6Rt9 �A6rng 9'IFM M'��t0 T1�tigp1 FOY18151 CNANHAS SEN, MIN 55317 A .474. 88 61eV lY pwF LOT LAYOUT PLAN 3. iJ 4.m ieryav ��h0 6Mc LAM IIp. a LYw SIR Prolht N=bm 63145-002 N w E S ■LEGEND OeaKAN BA -----SDE------- DENOTES EXISTING CONTOUR ----998 DENOTES PROPOSED CONTOUR --998 DENOTES PROPOSED CONTOUR (BY OTHERS) DENOTES BOUNDARY UNE — — — — DENOTES DRAINAGE/UTILITY EASEMENT -. « DEMOTES EXISTING STORu SEWER -913DEi13E30000OD DENOTES EROSION CONTROL FENCE gODo00DpppppppppLYlpD DENOTES TREE PROTECTION PENCE Ra.n D.ed h (HEAW DUTY SILT FENCE) 1.00R DENOTES PERCENT OF GRADE X 910.5 DENOTES PROPOSED SPOT ELEVATION CHANHASSEN, MN 55317 952.474.5864 DENOTES EXISTING BITUMINOUS DENOTES COSTING CONCRETE 9320 DENOTES HOUSE PAD WITH GARAGE 1 924.0 AND BASEMENT GRAPE ELEVATIONS 2EI D 10 LI NO (80-- IN FR ) \1, U ■GRADING NOTES I. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CUL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION FOR UMNT LOCATIONS. TWIN CITIES METRO AREA 651-454-0002 OR TOLL-FREE 1 -BOO -252-1166. 2, CONDACTOIR SHAH TEED YEMFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO STMT OF SITE GRADNG, THE CONDUCTOR SNAIL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. SU?ABIE WRING MATERIAL SHALL CONSIST OF ALL SOIL OK:WNRRED ON THE SITE WITH EXCEPTION OF TOPSOIL DEBRIS. ORGANIC MATERIAE AND OTHER UNSTABLE MATERIAL STOCKPILE TOPSOIL AND GRANULAR HLL AT LAXATIONS DIRECTED BY CONTRKTOR. 4. SUBGRADE EXCAVATION SHA- BE BICKRUED IMMEWTELT ATTER EXCAVATION M HELP OFFSET AM' STASUtt PROBLEMS WE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE WKHLLID PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEIMFM. 5. CONTRACTOR SIAL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTNAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES, 7. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHAD ROUGH GRADE TO SUBCRADE ELEVATION. B. AIL EXCESS MATERIAL. RTIDYINWB SURFACING. CONCRETE DENTS. MY ABANDONED UTIUTr DENTS, MD OTHER UNSTABLE WTERWS SMALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 9. COMPLETION OF SDE GRADING OPERATIONS SHALL RESULT IN ALL MEAS BEING GRADED TO 'PLAN SUBCRADE BEVATION', BUILDING PAD MEAS SMALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DMMWINGS. 111E PAMCNG LOT AND DRNLWAY AREAS SHALL BE DETE MRffD BY REFERRING TO THE SIIE PVN AND PAVEMENT SECRON DETAILS FM LOCATION AND UNITS OF 6DUMINOUS PAVEMENT SECTIONS, 10, PERM TO THE LOT LAYOUT PLAN TOR MOST CURRENT HOPI DIMENSIONS, 11. THE MINIMUM GRADED SLOPE FROM EDGE OF WILDING SHALL BE 6 INCHES IN 10 FEET 12. HINISNEO GNWK AND SOD ELEVATION ADJACENT TO WILDING SHALL BE 6" BELOW FLOOR FUNATIGN- SLOPE GROUND AWAY FROM BUDDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES, 13, CONDI OR 6 RESPONSIBLE FOR GRADING AND SLOPING THE FNISHED GROUND SURFACE TO PROVIDE SMOOTH H UNIFORM SLOPES, WHICH PROVIDE PUSTINE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN WD ARCM. CONTACT ARCHITECT IF FIELD AIMUSTMENTS TO GRADING PLANS ARE REWIRED. ■EROSION CONTROL NOTES ,. ALL PEANETER SIT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INsTALED PRIOR TO CONSTRUCTION- _ _ 2 THE CONTRACTOR SMAC. GRADE SITE AND NSTALL UIRITIES. 3. THE CONTRACTOR SMALL NS'TAL EROSION CONTROL - _ MEASURES. 4. WITHIN TWO WEDS OF SITE GRATING. ALL DISTURBED AREAS SMALL BE s MUZED WISH SEED. SOD OR ROCK BASE IN ACORDAICE WITH CDY - STANDARDS. 5. NL EROSION CONTROL MEASURES SHALL BE INSW.LEO AND MAINTAINED IN ACCORDANCE WITH CITY. AND WATERSHED INSTINCT PERMIT 6. THE CONTR M SKALL MAINTAIN ALL EROSION CONTROL MEASURES. INCLUDING THE REMOVAL OF ACUMIAATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. MY EXCESS SEDIMENT IN PROPOSED BASINS SHRILL BE REMOVED BY THE CONTRACTOR. 8, REMOVE ML EROSION CONTROL MEASURES AFTER WGETATON IS - ESTABLISHED. 9. THE CMTRACTM SHALL REMOVE ALL SOILS AND SENMENT TRICKED ONTO D(ISTING STRESS AND PAVED AREAS. 10, IF RL.OWNG OUST BECOMES A NUISANCE, THE CONTRACTOR SMALL APPLY WATER MOM A TANK TRUCK TO ALL CONSTRUCTION AREAS 11. STREET CLUING OF SOL TRACKED DIAO PUBLIC STREETS 9KKILD NCLroE DOLT STREET SCRAPING AND STREET SWEEPING AS NEEDED. WARNING THE CONTRACTOR SHALL G(MRACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. CONDUITS. PIPES. MHOLES. i'ALVES. ON OTHER BURIED STRUCTURES BEFORE DOGING. HE SHALL REPAIR OR REPLACE THE MOVE WHEN DAMAGED DURING CONSTRUCTON AT NO COST TO OWNER. ■EROSION & SEDIMENT CONTROL MAINTENANCE 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAJLY WRING PRWONGED RAINFALL, IMMEDIATELY REPAIR FNIB) OR FAILING FENCES. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN R DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3- SEDIMENT REMWA - SEDIMENT DEPOSITS SHALL BE REMOVED MER EACH STOW EVENT. 4. ANY SEDIMENT REMAINING M PLACE AFTER THE SILT FORCE OR FLYER FARM IS NO LONGER RECURS) SHALL BE GRADED M CONFORM WITH THE EXSTING GRADE. PREPARED. AND SEEDED W1TH THE APPROPRATE SEED MIX A$ DIRECTED BY THE OWNER. 16ereET rertiM1 IWt Wit PMT .M Plep ET me m ands mT dir.H avpmLdov .Ad Wt I w . u—� fd .AM OeaKAN BA Iw MdAp.WAWN Pm" uI.W —' OYW ROBERT CHRISTENSEN PI}n11HN11IAauWVH CHRISTENSEN SUBDIVISION DIY uO,OS Yamnr uvdA We Ian d I6e StA. d Ynnnou. Schoell Madson TII6Q.W 3710 POWERS BLVD. WHO POWTE"W MAW. BIiA aoade.v Ra.n D.ed h 7.,..y,orvym— PLWINn9 E^g..+een'D &rV rIp S6A Trod SMI.WB81m >eyz.'1a1o�>mznylEt CHANHASSEN, MN 55317 952.474.5864 LOT GRADING, DRANAOE, AMD rM C 4 5 ". zz MX 2" M. Nffi EROSION COIETROL PU1N 11 A ----- CIT Pr�innt NnmM1A•r RSItR�Ml2 om n (1 Ervw9Lu 1 CMP 2P- ' NWpHSW NLEGEND -----99fi ---- DENOTES EXISTING CONTOUR —998 DENOTES PROPOSED CONTOUR --999 DENOTES PROPOSED CONTOUR (SY OTHERS) DENOTES BOUNDARY UNE ----------- DENOTES DRANAGE/LTTIUIY EASEMENT ff DENOTES EXISTING STORM SEWER -EIp13DDDDOE3DD6 DENOTES EROSION CONTROL FENCE 4a00000000o0oo0Omoo f, - , (HEAVY DUTY SILT FENCE) LOOT DENOTE PERCENT OF GRADE 16 DENOTE PROPOSED SPOT ELEVATON -:: DENOTE EXISTING BITUMINOUS pSchoell DENOTE EXISTING CONCRETE 9320 DENOTE HOUSE PAD WIRD GARAGE 94 AND BASEMENT GRADE EEEVATONS WWF,BVIMWWWn.mm d FLOOR -- - M Trn:snE NnmAs.A9115-M9 I` O T -1 : ,' L-----'---_— --61NG GAS SERVICES 51 /-M NG SWRMY�_~� 51 CE- GATE VALVE I r Z i - 32'-I8" RCP O 0.502 S< CULVERT r aP.. 2 _ INV -994.04 24 / om n (1 Ervw9Lu 1 CMP 2P- ' NWpHSW NLEGEND -----99fi ---- DENOTES EXISTING CONTOUR —998 DENOTES PROPOSED CONTOUR --999 DENOTES PROPOSED CONTOUR (SY OTHERS) OPATED. WATFRNAIN SERVICE EOPATED SANITARY SEWER SERVICE NNOR w CR0IWAIN SEPERAWN VERT •99420 REMOVE EETNG �HTDRMIT AND CAP WATERAWN ..__.._ ■CONSTRUCTION NOTES 1. REFR TD Lor uraR PVN FOR OYDRSIONS. 2. PRIOR TO DOSTIDCIION. THE CONTRACTOR SHML FEED VERIFY ALL Ul"NG UTIUIY LOCATIONS AND INVERTS. SHOWN OR NOT SHOWN ANY DISCREPANCY BETI' DI PVNS AND FIEND CMMIONS SHALL BE REPORTED M THE OWNER IMMEDIATELY. 3. THE UIWRY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATONS OF THE BUILDING PIPE SYSTEM PRM TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UOUTY WON( SHA, BE PERFGRMED IN ACCORDANCE WITH THE CDY OF CNANINSSON SPECFlCATONS AND BUILDING PERMIT REQUIREMENTS. 5, 6" WATERMAN SHALL BE CUSS 52 DIP CONFIRMING TO THE REWIREMEOS OF ANSI/AWA CL51/A21.51 AND C10A/A21A. FTINGS SIWL BE CUSS 250 CONFORMING TO THE REWIRDIENR OF ANSI/AWWA Clio/A21.10 OR MSI/A~ C155/A21.53. HYDRANTS SHML BE THE PACER AS MANUFACTURED BY WATFRWS CO. OR APPROVED EOIIAL COMPLYING WITH THE T E CRY OF CHANHASSEN. GTE N&YEi SHALL BE SINGLE DISC h WH RESIUEM SEAT MET:TNG THE REQUIREMENTS OF A'MMA C5011. ML PLUGS. TEES. BONDS AND OTHER THRUST POINTS SIMEL BE PROADED WITH CONCRETE REACTION BACKING OR MEG M. N WATERMAIN SHVL BE INSTAUFD WIND A MINIMUM OF 7.5' CO+ER AND IN MCORDI W H AMA DIEGO AND CONWCTMTI' PRDWSMS CONFORMNG TO ANS'/AWWA C111/A21.11. BEFORE BEING PULED W SONICE THE COMPLETED WATERMAN SHAU. BE DISINFECTED AND RUSHED IN ACCORDANCE WDI AWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH, WM6TC WATER SERVICE SHAH BE IN ACCgi CE WM THE CRY OF CWNINSSEN STANDARDS FOR SINGLE FAMILY DETACHED RESDENIIML DEVELOPMFM. 6. SANITARY SEWER SHW. BE IN ACCORDANCE WITH THE CITY OF CHANNA55EN STMOANCS FOR SINGIE EMILY DETKHED RE9DE4TMI DEVELOPMENT. 7, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED Eq CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SW BE NEENUI R-3250 B MAIM CURB BO. OR APPROVED EOUAL uANII SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WTH ASM C478. CASTING SHAil BE NERW1 R-1733. MNHgES SHALL MAK A MINIMUM OF 2 AND A MAXIMUM OF 4 M ONT RINGS. 6. Ufl ry TRENCHES SHALL BE COMPACTED TO 95% STMDARO PROCTOR MAYIMLM DRY IODISE, (ASTM 0696.78 OR ASHIO 7-99) FROM THE PIPE ZONE To 'NTHIN THREE FO7 OF THE GROUND SURFACE AND 100% STMDARD PROCTOR IN THE UPPER THREE FEET. 9. C,MNEDTOM TO THE IX5TMG S AIRY SEWER AND WATER REWIRES INSPECTION, BY THE CRY OF CHANHASSEN. to. FEED ADJUST NL CIFAMOTS TO MATCH FINN- GRA06. 11- GONRACIOR SHAL CONTACT 'GONER STATE ONE CALLWTTIWN TWO WONTING DAYS MOR TO EXCAVATOR/CONSIRUCIION FOR UII TY LOCATIONS. TWIN CITIES METRO ARG 651-w5A-0002 OR TOLL-FREE: 1 -BW -2M-1166. _ 12. CONTRACTOR SHALL NOTRy THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE CF MRING WARN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE All WON( CO R ETED IN THE RIGHT OF WAY INCLUDING REMOVAL OF OUSTING BITUMINOUS PAVEMENT. IXGVATION OF TRENCHES. PIKEMEN OF WATER MAIN AND W ARY SEWER. UDUTY CONNECTIONS TO EXISTING UNER. BACIUWENG AND PLACDRIT OF BITUMINOUS PAVEMENT, 13. CONTRACTOR SHNL INSTALL" INSPECT. MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. AL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING FEUD MARWL FOR TFYMRARY TRATIC CONTROL ZONE LAYOUTS, IATES'T EDOON MATH SUPRDEMS. WE ElEVE1 FOOT MINIMUM WOTH UNE IN EACH gn,TIGH SWEL BE MOYUEED AT AL OMES. 14. THE EXISTING BDUMII PAV ENT SHNL BE SAWCUT IN ACCORDANCE WITH Mn/WT SPECIFICATIONS. 1 15. CONTRXIM MALL BE RESPOH9B FOR OBTAINING THE APPROPRIATE SEWER. WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING OPARTMENT 16, GENFNAY CONIR/LTOR SHALL CWRUNATE W MATH NL UILLIIY N COMPANIES a9 W E S y M, m D W 20 a WARNING 10%96 THE CONTRACTOR SHALL CONTACT ALL PURUC MUTIES Wn_2 FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. —�p (�� a Ems) CONI PIKS. MANHOLE. VALVES. OR OTHER BURIED STRUCTURE BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABCNE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. 16eeY7 FaU41WE W pl .es FRPAM bT me m NMr DENOTES BOUNDARY UNE ----------- DENOTES DRANAGE/LTTIUIY EASEMENT ff DENOTES EXISTING STORM SEWER -EIp13DDDDOE3DD6 DENOTES EROSION CONTROL FENCE 4a00000000o0oo0Omoo DENOTES TREE PROTECTION FENCE (HEAVY DUTY SILT FENCE) LOOT DENOTE PERCENT OF GRADE A 910.5 DENOTE PROPOSED SPOT ELEVATON -:: DENOTE EXISTING BITUMINOUS pSchoell DENOTE EXISTING CONCRETE 9320 DENOTE HOUSE PAD WIRD GARAGE 94 AND BASEMENT GRADE EEEVATONS OPATED. WATFRNAIN SERVICE EOPATED SANITARY SEWER SERVICE NNOR w CR0IWAIN SEPERAWN VERT •99420 REMOVE EETNG �HTDRMIT AND CAP WATERAWN ..__.._ ■CONSTRUCTION NOTES 1. REFR TD Lor uraR PVN FOR OYDRSIONS. 2. PRIOR TO DOSTIDCIION. THE CONTRACTOR SHML FEED VERIFY ALL Ul"NG UTIUIY LOCATIONS AND INVERTS. SHOWN OR NOT SHOWN ANY DISCREPANCY BETI' DI PVNS AND FIEND CMMIONS SHALL BE REPORTED M THE OWNER IMMEDIATELY. 3. THE UIWRY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATONS OF THE BUILDING PIPE SYSTEM PRM TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UOUTY WON( SHA, BE PERFGRMED IN ACCORDANCE WITH THE CDY OF CNANINSSON SPECFlCATONS AND BUILDING PERMIT REQUIREMENTS. 5, 6" WATERMAN SHALL BE CUSS 52 DIP CONFIRMING TO THE REWIREMEOS OF ANSI/AWA CL51/A21.51 AND C10A/A21A. FTINGS SIWL BE CUSS 250 CONFORMING TO THE REWIRDIENR OF ANSI/AWWA Clio/A21.10 OR MSI/A~ C155/A21.53. HYDRANTS SHML BE THE PACER AS MANUFACTURED BY WATFRWS CO. OR APPROVED EOIIAL COMPLYING WITH THE T E CRY OF CHANHASSEN. GTE N&YEi SHALL BE SINGLE DISC h WH RESIUEM SEAT MET:TNG THE REQUIREMENTS OF A'MMA C5011. ML PLUGS. TEES. BONDS AND OTHER THRUST POINTS SIMEL BE PROADED WITH CONCRETE REACTION BACKING OR MEG M. N WATERMAIN SHVL BE INSTAUFD WIND A MINIMUM OF 7.5' CO+ER AND IN MCORDI W H AMA DIEGO AND CONWCTMTI' PRDWSMS CONFORMNG TO ANS'/AWWA C111/A21.11. BEFORE BEING PULED W SONICE THE COMPLETED WATERMAN SHAU. BE DISINFECTED AND RUSHED IN ACCORDANCE WDI AWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH, WM6TC WATER SERVICE SHAH BE IN ACCgi CE WM THE CRY OF CWNINSSEN STANDARDS FOR SINGLE FAMILY DETACHED RESDENIIML DEVELOPMFM. 6. SANITARY SEWER SHW. BE IN ACCORDANCE WITH THE CITY OF CHANNA55EN STMOANCS FOR SINGIE EMILY DETKHED RE9DE4TMI DEVELOPMENT. 7, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED Eq CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SW BE NEENUI R-3250 B MAIM CURB BO. OR APPROVED EOUAL uANII SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WTH ASM C478. CASTING SHAil BE NERW1 R-1733. MNHgES SHALL MAK A MINIMUM OF 2 AND A MAXIMUM OF 4 M ONT RINGS. 6. Ufl ry TRENCHES SHALL BE COMPACTED TO 95% STMDARO PROCTOR MAYIMLM DRY IODISE, (ASTM 0696.78 OR ASHIO 7-99) FROM THE PIPE ZONE To 'NTHIN THREE FO7 OF THE GROUND SURFACE AND 100% STMDARD PROCTOR IN THE UPPER THREE FEET. 9. C,MNEDTOM TO THE IX5TMG S AIRY SEWER AND WATER REWIRES INSPECTION, BY THE CRY OF CHANHASSEN. to. FEED ADJUST NL CIFAMOTS TO MATCH FINN- GRA06. 11- GONRACIOR SHAL CONTACT 'GONER STATE ONE CALLWTTIWN TWO WONTING DAYS MOR TO EXCAVATOR/CONSIRUCIION FOR UII TY LOCATIONS. TWIN CITIES METRO ARG 651-w5A-0002 OR TOLL-FREE: 1 -BW -2M-1166. _ 12. CONTRACTOR SHALL NOTRy THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE CF MRING WARN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE All WON( CO R ETED IN THE RIGHT OF WAY INCLUDING REMOVAL OF OUSTING BITUMINOUS PAVEMENT. IXGVATION OF TRENCHES. PIKEMEN OF WATER MAIN AND W ARY SEWER. UDUTY CONNECTIONS TO EXISTING UNER. BACIUWENG AND PLACDRIT OF BITUMINOUS PAVEMENT, 13. CONTRACTOR SHNL INSTALL" INSPECT. MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. AL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD. INCLUDING FEUD MARWL FOR TFYMRARY TRATIC CONTROL ZONE LAYOUTS, IATES'T EDOON MATH SUPRDEMS. WE ElEVE1 FOOT MINIMUM WOTH UNE IN EACH gn,TIGH SWEL BE MOYUEED AT AL OMES. 14. THE EXISTING BDUMII PAV ENT SHNL BE SAWCUT IN ACCORDANCE WITH Mn/WT SPECIFICATIONS. 1 15. CONTRXIM MALL BE RESPOH9B FOR OBTAINING THE APPROPRIATE SEWER. WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING OPARTMENT 16, GENFNAY CONIR/LTOR SHALL CWRUNATE W MATH NL UILLIIY N COMPANIES a9 W E S y M, m D W 20 a WARNING 10%96 THE CONTRACTOR SHALL CONTACT ALL PURUC MUTIES Wn_2 FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. —�p (�� a Ems) CONI PIKS. MANHOLE. VALVES. OR OTHER BURIED STRUCTURE BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABCNE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. 16eeY7 FaU41WE W pl .es FRPAM bT me m NMr DnWMd BT 19MZINAWN QMW RWFQMmnALRa- DAIF CMRISTENISM StIBDMSNNJ m1611W1 npelriiov eud w, I em a Use d Plrmaisa Bryoec mdm We IAn of We Pt4le a( Minnew4 maen �, rpwr, HnnWW Svn T95 Affil F962bN41B6 a son ROBERT CHRISTENSEN 8710 POWERS BLVD.PINDil19 2.20.04 am PO�a IIIA pSchoell ET9m 'g SNnefN ssMTme vFWNx,SMW Aro rT¢42Aw,a FTWix,ae, CHANHASSEN, MN 55317952.474.5884 UTa3TTE PLANT 5 6rc 2262008 MDI. NP. 1� WWF,BVIMWWWn.mm d -- - M Trn:snE NnmAs.A9115-M9 CITY OF CIIANNSEN March 16, 2006 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Mr. Robert Christensen Phone:9521100 Fax:6710 Powers Boulevard Fax: 952.2227.17.1110 Chanhassen, MN 55317 Building Inspections Phone: 952.227.1180 Re: Development Notification Sign Escrow Refund Fax:952.227.1190 Christensen Subdivision - Planning Case No. 05-44 Engineering Mm 952227.116o Dear Mr. Christensen, Fax 952.227.1170 Finance Enclosed please find a check in the amount of $100 which represents a refund of Phone:952227.114o the development notification sign escrow for the above -referenced project. Fax: 952 .227.1110 Park & Recreation If you have any questions, feel free to contact me at 952-227-1107 or by email at Phone:952.227.1120 kmeuwissen@ci.chanhassen.mn.us. Fax: 952.227.111 if Recreation Center Sincerely, 2310 Coulter Boulevard Phone: 952.227,1400 / Fax: 952.227.1404 Planning & Natural Resources Phone: 952227.1130 Kim T. Meuwissen Fax: 952.227.11 to Planning Secretary Public Works 1591 Park Road KTM:ms Phone: 952.227.1300 Fax: 952177.1310 Enclosure Senior Center Plane: 952227.1125 Fax 952.227.1 110 Web SRO www.ci.chanhassennn.us SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieal place to live, work, and play. 0 0 Vendor: Robert Christensen Vendor No: ChriRobe Vendor Acct No: Invoice Number Date Description 53 03/15/2006 Sign escrow refund Check Date: 03/16/2006 Check Amount: $100.00 Invoice Amount 100.00 CITY OF CHANHASSEN M&I MARSHALL & ILSLEY BANK 7700 MARKET BLVD.. P.O. BOX 1471286,_ iis,eio 21 CHANHASSEN, MN 55317 r (952) 227-1140 ,?%'a' sr -s:...5>' '` i�d"'j `�t,55•,,Sb�k� Pay: ***One hundred dollars and Zero Date 03i16i2006 Amount $100.00 S ea;rt �' �y To the order of _ _ ..: �,. � � ,Qx Robert Christensen crLL&AN, 4 4�{y I 'I L 286 2 Lill 1:09 100 11 5 71: 00 2 5 7--- 7 7 1 L 21" 0 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 12/08/2005 1:51:45 PM Receipt No. 0000053 CLERK: danielle PAYEE: BMW Christensen Subdivision App Fee 05-44 0 Please return check to Kim for mailing with letter. Thanksl ------------------------------------------------------- Use & Variance 750.00 Sign Rent 75.00 W11111110""M do"" Total 925.00 Cash 0.00 Check 7878 925.00 Change 0.00 OK to return sign escrow. A Kate Aanenson, Community Development Director Date CITY OF C&NNSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 0 February 2, 2006 Mr. Robert Christensen 6710 Golden Court Chanhassen, MN 55317 0 Re: Christensen Subdivision — Planning Case No. 05-44 Dear Mr. Christensen: os-qq Building Inspections This letter is to confirm that on January 23, 2006, the City Council adopted the PFax:9522.27.1190 following motion: Fax: 952221.1190 site from the north property line to the rock construction entrance. Two silt Engineering "The City Council approves the preliminary plat for Planning Case 05-44 for PFax:955227.11700 Fax: 952.711.1170 Christensen Subdivision for two lots with variances to allow two flag lots as shown 1591 Park Road on the plans dated "Received December 2, 2005", subject to the following conditions: Finance Phone: 52227.1110 Fax:952.227.1110 1. A minimum of one tree (21/2" diameter) is required in the front yard of each Senior Center lot. Park 8 Recreation Phone: 952.227.1120 2. All areas outside of the grading limits shall be protected by tree preservation Fax: 952.227.1110 fencing. Fencing shall be installed prior to grading and excavation for homes RecreationCenter 2310 Coulter Boulevard on each lot and located at the dripline or beyond whenever possible. Any Phone: 952.227.1400 trees shown as preserved that are removed or damaged shall be replaced at a Fax: 952.227.1404 rate of 2:1 diameter inches. Planning b Natural Resources 3. Silt fence shall be installed along the grading limits along the east edge of the Phone: 952227.1730 site from the north property line to the rock construction entrance. Two silt Fax: 9522271110 fences shall be installed in "smiles" perpendicular to the flow line upstream of Public works the 18" CMP leaving the site to slow the water and prevent discharge of 1591 Park Road sediment from the site. Phone: 952.227,1300 Fax: 952.227.1310 4. Street cleaning of soil tracked onto public streets shall include daily street Senior Center scraping and street sweeping as needed. Phone: 952.227.1125 Fax. 952.227. 1110 5. Based on the proposed developed area of approximately 1.05 acres, the water Web site quality fees associated with this project are $1,680; the water quantity fees are www ci chanhasserinn.us approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. 6. Prior to City Council consideration of the preliminary plat, the following changes must be incorporated into the plans: a. All plans must be signed by a Professional Engineer registered in the State of Minnesota. b. The plans must show the proposed lowest floor elevation for Lot 1. 11CANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Robert Christensen • • February 2, 2006 Page 2 of 3 c. A separate utility plan must be submitted and must resolve the apparent conflict of the existing 6" watermain over the existing sanitary sewer manhole on Lot 1. d. The utility plan must show the lateral sanitary sewer within the east -west portion of Golden Glow Court to the manhole within proposed Lot 1. e. The utility plan must show the sanitary sewer service to the Martinka property. L A 20 -foot wide drainage and utility easement must be platted over the existing 6" watermain on Lot 2. The easement shall be centered over the watermain. g. Drainage and utility easements must be platted over the existing sanitary sewer and watermain services to the house on Lot 2 and the Martinka property. The easements shall be 15 feet wide and centered between the sanitary sewer and watermain services. h. The utility plan must include notes where conflicts between services and/or culverts appear. 7. Prior to City Council consideration of the final plat, the developer must comply with the following: a. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. b. Hydraulic calculations verifying the design of the driveway culverts must also be submitted. c. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. d. Soil boring information must be submitted. e. The driveway to Lot 2 must be at least 10 feet from the property line. 8. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. 9. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached)." Please address all issues raised in the conditions of approval as part of the final plat submittal. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaff@ci.chanhassen.mn.us Sincerely, Ram, W Sharmeen Al-Jaff Senior Planner _.A Deppi,10005 plwoing c \05-44 chriskasm subdivisimVmfintinary plat ktta of appmval.doc 0 Mr. Robert Christensen February 2, 2006 Page 3 of 3 0 ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION (1/19/06) The following items are required to be submitted a minimum of three (3) weeks prior to City Council meeting and payment of a $250.00 final plat review fee: 1. Submit three (3) sets of full size construction plans and specifications for staff review and redline. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2• Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3• Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5• Trail Easements (if applicable). 6• Engineers Cost Estimate of Public Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (81/Y" z 11 "), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc or .pdf compatible format. 9• Lot tabulations 10. 1" = 200' scale paper or mylar reduction of the final plat with just street names and Lot and Block numbers. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. 0 0 os -t44 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Christensen Subdivision — Planning Case 05-44 On January 3, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 1.05 Acre Lot into Two (2) single-family Lots, Christensen Subdivision. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned RSF, Single -Family Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). 3. The legal description of the property is attached as Exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance; b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; C) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; acAMED 0 0 e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record; and g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. 5. The planning report Planning Case 05-44, dated January 3, 2006, prepared by Sharmin Al-Jaff, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Preliminary Plat with Variances. ADOPTED by the Chanhassen Planning Commission this 3rd day of January, 2006. CHANHASSEN P G COMIVIISSION BY: Uli Sacchet, Chairman 2 0 0 The North 230 feet of the West 190 feet of the South 904 feet of that part of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116, Range 23, Carver County, Minnesota, lying west of the Chanhassen and Excelsior Public Road. /& O Outlot A and that part of Lot 6, Block 1, Burlwood, Carver County, Minnesota lying southwesterly of the following described line: Commencing at the westerly northwest corner of said Lot 6; thence South 0 degrees 23 minutes 15 seconds West, an assumed bearing along the most westerly line of said Lot 6 a distance of 122.17 feet to the northwest comer of Outlot A and the point of beginning; thence South 31 degrees 13 minutes 07 seconds East 57.10 feet to the westerly line of Golden Glow Court and there terminating. Outlot B, Burlwood, according to the recorded plat thereof. gAplan\2005 planning cases\05-44 christensen subdivisionVindings of factdoc 0 r = -,4q Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) CITY OF CHANHASSEN Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized CARVER & HENNEPIN agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- COUNTIES NOTICE OF PUBLIC HEARING lager and has full knowledge of the facts herein stated as follows: PLANNING CASE NO. o5-44 NOTICEISHEREBYGIVENthat (A) These newspapers have complied with the requirements constituting qualification as a legal the Chanhassen Planning newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Commission will hold a public amended. hearing onTuesday, January3, 7006, �S at 7:00 pm. in the Council Chambers (B) The printed public notice that is attached to this Affidavit and identified as No. invdaThepurCse of 00Mazket was published on the date or dates and in the newspaper stated in the attached Notice and said Blvd. The purpose tf this heating is Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of to consider into 2 stfor Subdivision the newspaper s cified. Printed below is a co of the lower case alphabet from A to Z, both of property into 2 single-family lotsPe PY P with Variances on property located inclusive, and is hereby acknowledged as being the kind and size of type used in the composition at 6710 Golden Court and zoned and publication of the Notice: Residential Single Family - CHRISTENSEN SUBDIVISION. abcdefghijkhnnopgrstuvwxyz Applicant Robert Christensen. A plan showing the location of the proposal is available for public review at City Hall during regular business hours. All interested Laurie A. Hartmann persons are invited to attend this public hearing and express their opinions with respect to this proposal. Subscribed and sworn before me on Sharmeen A1Jaff, Senior Planner Email: sali [tn.•i hanhacaan . n 1134 Phone: 95&227• this day of 2005 (iW M. AADIW (PublishedintheChanhassenVillaga- A on Thursday, December 22,2005: No. �OTWR '-WM �,� 45&5) IQ Notary Public RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $22.00 per column inch Maximum rate allowed by law for the above matter ................................ $22.00 per column inch Rate actually charged for the above matter ............................................... $11.18 per column inch SCANNED City Council Meeting — January 23, 2006 • 05-LIy Your many responses to our 911 calls truly meant an extended life for Terry. Dick Wing, who is a fire fighter, honored our family with playing the bagpipes in a tribute to Terry and declined his honorarium so we are passing on to the Chanhassen Fire Department. In addition we have added a sum of money to make as a token of our appreciation this money will be used for your determination, and I think she's talked to Assistant Chief Randy Wahl when she talked about this and about using it for training for the fire crew. So I just wanted to pass this on to Chief Geske and Todd Gerhardt and they're a great crew. Thank you. Todd Gerhardt: Thank you. Mayor Furlong: Thank you very much Councilman Labatt. And to the Labatt family. At this point is there anybody else from a visitor presentations? Seeing none, then we'll move on with our agenda. I'd like to pick up at this time item 1(n) that was pulled for separate discussion from our consent agenda. N. PROPERTY INTO 2 SINGLE FAMILY LOTS WITH A VARIANCE TO ALLOW TWO FLAG LOTS. Councilman Lundquist: Couple of things on this one Mr. Mayor. Just looking at this area, Kate can you just go over in about 5 minutes or less kind of the construction with the variances and the history of what's going on here. Kate Aanenson: This is the Christensen property. That's being requested for subdivision. This item did appear on the Planning Commission on January Yd and there were 3 issues that were raised, and I'll go through those in a minute but I'll give you a little background. This area, there were quite a few underlying property owners. Back in 1995 Mr. Rabe's proposed what is now called the Golden Glow subdivision, and there was numerous options in looking at how all these properties can be assembled because as part of the challenge of the planners is to make sure we're not land locking somebody to this, or providing access to one person at the detriment of another. At the time that that subdivision, Golden Glow was done in 1995, it was then the Kerber property was not subdivided. That now has also been subdivided and did provide access to, so you've got the Steadman home, the Christensen and the Martinka property. So this subdivision, the Burlwood subdivision provided additional access. At that time that we looked at the plat in 1995 with Golden Glow flag lots were permitted. So looking at that, there was a private street requested actually on the back of the Golden Glow but staff recommended that that be a public street, so at that time the prevailing development pattern, a lot of the flag lots, and we agreed that that's how that would come in. It couldn't be developed until such time that these other properties came forward so to date the rules, the lot was provided, it's in excess of an acre lot. Very well reasonable to subdivide and we have the two, look at two lots there. So at the Planning Commission meeting the issues that were brought forward was the cul-de-sac and having another driveway. So you look at the existing subdivision, there is two driveways in Mr. Martinka's property which is to the south, who also can further subdivide via access to a public street. And this, both driveways, if you can zoom in on that a little bit Nann please. There will be moved, there's a condition that they be 10 feet apart and then when Mr. Martinka to the south 0 0 City Council Meeting — January 23, 2006 subdivides that driveway, will also be moved to follow that house and then one more house to the south. So they meet all the conditions except for flag lot, which the rule changed when we originally looked at this. Again we always try to anticipate development of properties and what's the best way to provide access. So in looking at the variance request on that, staff felt like... condition of the recommendation of the findings of fact which are found on page 8 of the staff report. You know based on the fact that we provided a reasonable access when we did the previous subdivision. It's impossible to provide access off the flag lot, we felt it was reasonable and that Mr. Christensen was placed undue hardship based on our changing of the rules. Again we do allow for private streets. We didn't want to do the private streets. Sometimes that, we've learned sometimes that not always a solution so with that we had recommended approval of the variance. And there was another question that was brought up regarding, which is the front part of the lot, the ordinance does say the part closest to the street, if you look at the dimensions, the dimensions, this would be up close to the street. It is a front. It does meet all the setback requirements. And then the third condition that was raised at the Planning Commission was the height in the shoreland district, and we have changed when we updated our city code to make all residential property consistent with the shoreland district so we don't run into that and that's 35 feet so that would be consistent with that when the building permit comes in we would check that. The Planning Commission did recommend approval of this subdivision with the variance with the findings in the staff 6-0. Councilman Lundquist: So do you, if you put that picture back up. Kate, draw where, when this property subdivided, what each of those two lots looks like. Kate Aanenson: So this would be the existing home. Councilman Lundquist: Okay. Kate Aanenson: And then there's a private driveway that goes to Mr. Martinka. And then this would be the new, the flag lot. Councilman Lundquist: Okay, so that's the flag lot is the new. Kate Aanenson: Correct. Councilman Lundquist: Okay. Kate Aanenson: Correct. So then, then you know you'd come off that common driveway and we've learned sometimes that causes issues so we felt at that time the prevailing pattern would be best just to leave it the flag lot, which again was in place in 1995 and the road needed to be put in place with the Burlwood subdivision which just happened recently so it's kind of a timing issue too. Councilman Lundquist: So the flag lot essentially, or the flagon that lot essentially just has a driveway on it? Kate Aanenson: That's correct. 7 a3 &WS i r City Council Meeting — January 23, 2006 Councilman Lundquist: For the new lot. Kate Aanenson: Yeah, and then the question was the setback. The closest to the street, the dimension which is this fascia, would meet the 30 foot so it is consistent with the zoning ordinance. So again the only variance would be the flag lot. Councilman Lundquist: Creation of a flag lot. Kate Aanenson: Correct. Which we kind of laid out ahead of time. And I think you know Mr. Martinka then moving that driveway when he's ready to subdivide. Councilman Lundquist: So when he develops it, when the Martinka property divides then Lot number 8, that other driveway will go away? Kate Aanenson: It should, yeah. Councilman Lundquist: Okay. Mayor Furlong: You comfortable? Councilman Lundquist: Yes sir. Mayor Furlong: Anything else? Are there any other questions for staff on this? No? Okay. Is there any discussion on it? Councilman Lundquist. Councilman Lundquist: No, I'm comfortable. Mayor Furlong: Okay. If there are no other issues, or if there, Mr. Gerhardt said there were some people here. If they're interested in commenting on it were you aware Mr. Gerhardt? Todd Gerhardt: I think the applicant was here. I don't know if the, no changes. I think they were in agreement with staff report. Mayor Furlong: Okay. I don't want to shut anybody out but if there's new information or something you want the council to consider, be happy to listen to it now. Otherwise we'll move forward. And I don't even know who I'm looking for in the group so. Kate Aanenson: Mr. Christensen is back there. Mayor Furlong: Okay good, alright. Okay, you okay with the staff report Mr. Christensen? Robert Christensen: Yes. Mayor Furlong: Okay. Alright, good. Thank you. With that if there are no other questions from. 0 City Council Meeting — January 23, 2006 P Councilman Lundquist: I would move approval of item 1(n) as published. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjornhom: Second. Mayor Furlong: Made and seconded. Any discussion on that? Councilman Lundquist moved, Councilwoman Tjornhom seconded to approve the preliminary plat to subdivide the Christensen property into two single family lots with a variance to allow flag lots, Planning Case 05-44, as specified in the staff report dated January 3, 2006. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARING: 2006 STREET IMPROVEMENT PROJECT 06-01. Public Present: Name Address Mark & Pat Ruhland 6275 Yosemite Avenue Lee Clasen 6351 Yosemite Avenue Brian & Julie Evers 1799 Koehnen Circle Kent Louwagie Bolton-Menk, Inc. Marcus Thomas Bolton-Menk, Inc. Richard Cullen 1630 W. 63rd Street Barbara Solum 1630 W. 63rd Street Emma St. John 1621 W. 63`d Street Tracy & Chuck Cool 1601 Koehnen Circle E. Adele Pint 1641 Koehnen Circle E. Mike Schmidt 6470 Yosemite Avenue Chris Charlson 581 Big Woods Boulevard V.C. Wertz 1620 Koehnen Circle Jean Bogema 6371 Yosemite Avenue Lance Ford 1711 Koehnen Circle East Bruce Koehnen 1830 Koehnen Circle Willard Johnson West 63rd Street Paul Oehme: Thank you Mayor, City Council members. Tonight staff is requesting the council open a public hearing for the 2006 street improvement projects. Staff is requesting that the Koehnen area be discussed tonight and that the public hearing be continued until the next City Council meeting on February 13d' to discuss the other project items in the project, in this project. The streets in this year's project have been planned for several years. Streets were identified in the city's pavement management program and due to the problems that we had with utilities in these areas. The streets considered for improvement can no longer be maintained effectively 0 0 0-)-d4 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN NIDI 55317 12/30/2005 9:28:59 AM Receipt No. 0000191 CLERK: danielle PAYEE: Robert & Ethelyn Christensen 6648 Powers Blvd Chanhassen MN 55317 4 D5 -4y ------------------------------------------------------- GIS List 111.00 Total Cash Check 7884 Change 111.00 0.00 111.00 0.00 SCANNED • FCECEIPT ON 01 7700 MARKET BLVD. • P.O. BO 7 CUMNSEN PHONE: (952) 227-110017 No. ! 8103 RECEIVED OF f i ) L 1. 1 )i 1 C�f 1i`gPk1 DATE 12- 0 0 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 CRUM To: Robert Christensen Ship To: 6710 Powers Boulevard Chanhassen, MN 55317 Invoice SALESPERSON DATE I I I TERMS KTM 12/22/05 upon receipt WUANTITY DESCRIPTION UNIT PRICE AMOUNT 37 Property Owners List within 500' of 6710 Golden Court (37 labels) $3.00 $111.00 TOTAL DUE $111.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for January 3. 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #05-44. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED Christensen Subdivision Application Fee Breakdown $75 Sign Rental $100 Sign Damage Deposit $300 Subdivision $200 Variance $250 Final Plat $925 Robert Christensen Paid $925 Check No. 7878 Park 8 Recreation 05-4-4 Phone: 952.227.1120 . • In Fax: 952.227.1110 MEMORANDUM Recreation Center TO: Todd Gerhardt, City Manager MYl OF FROM: Sharmeen Al-Jaff, Senior Planner *100. CHMSEN Fax: 952.227.1404 DATE: January 23, 2006 7700 Market Boulevard Finding: This is a cul-de-sac that does not have high-volume traffic nor high PC Box 147 Chanhassen, MN 55317 SUBJ: CHRISTENSEN SUBDIVISION: Preliminary Plat to Subdivide Phone: 952 227,1130 Property into Two Single-family Lots with a Variance to allow Flag Administration Lots — Planning Case 05-44 Phone: 952.227.1100 the front property lines. Fax: 952.227.1110 EXECUTIVE SUMMARY Building Inspections Finding: The site is not in a shoreland district; however, even if it was, the Phone: 952.227.1180 The applicant is requesting Preliminary Plat approval to subdivide 1.05 acres into two lots Fax: 952.227. 1190 with variances to allow flag lots, Christensen Subdivision. Engineering Phone: 952.227.1160 ACTION REQUIRED Fax: 952.227.1170 Finance City Council approval requires a majority vote of City Council present. Phone: 952.727.1140 Fax: 952.227.1110 PLANNING COMMISSION SUMMARY Park 8 Recreation Phone: 952.227.1120 The Planning Commission held a public hearing on January 3, 2006 to review the Fax: 952.227.1110 proposed development. The Planning Commission voted 6-0 to approve the proposed Recreation Center development. Some issues raised by the public included: 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 • The number of access points on Golden Court. Finding: This is a cul-de-sac that does not have high-volume traffic nor high Planning & Natural Resources speed. As such, it is not necessary to combine the driveways. Phone: 952 227,1130 • A question was raised regarding the front property line. Fax:952.227.1110 Finding: Staff explained that the most westerly line on both Lots 1 and 2 are Public works the front property lines. 1591 Park Road • Is the site in a shoreland district? Phone: 952 227.1300 Finding: The site is not in a shoreland district; however, even if it was, the Fax:952.227.1310 regulations governing this subdivision and future building permit would Senior Center remain the same. Phone: 952.227.1125 Fax: 952.227.1110 The summary and verbatim minutes are item la of the City Council packet. Web Site wwwcichanhassennn.us RECOMMENDATION Staff recommends adoption of the motion approving the preliminary plat with variances as specified in the staff report dated January 3, 2006. ATTACHMENTS 1. Staff Report dated January 3, 2006. gAplant2005 planning casest05-04 cluisteasen subdivisioukxecutive sumnwy.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. CITY OF CHANHASSEN STAFF REPORT PC DAS: January 3, 2006 CC DATE: January 23, 2006 REVIEW DEADLINE: January 31, 2006 CASE #: 05-44 BY: Al-Jaff, et al PROPOSAL: Preliminary Plat to Subdivide property into 2 single-family lots with a Variance to allow two flag lots — CHRISTENSEN SUBDIVISION LOCATION: Northwest of Golden Court (6710 Golden Court) APPLICANT: Robert Christensen 6710 Golden Court Chanhassen, MN 55317 (952)474-5864 PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 1.05 acres DENSITY: 1.9 Units per Acre Gross - 2.39 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 1.05 acres into 2 single-family lots, and a variance to allow Two Flag Lots. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. 0 0 Location Map Christensen Subdivision Planning Case No. 05-44 6710 Golden Court City of Chanhassen Lucy Subject Property Carver O CD O Ul C Q 12 F 1 SCANNED Christensen Subdivision January 3, 2006 Page 2 Lala b ea e Mardnka I� u The history of this area started when Golden Glow Acres, located south of Burlwood, decided to develop the property. The owners of the Burlwood property were not ready to sell or seriously consider development alternatives. As a result, City staff completed five Alternative Development Proposals for the Golden Glow Acres property and adjoining parcels dated January 30, 1995. The owner of Golden Glow Acres proposed a private street to serve four homes within his development. Staff evaluated the site and recommended the use of a public street. We also proposed to examine the surrounding area, potential for development, and services to those properties. All options maintained existing home sites, extended utilities, evaluated tree loss, grading, traffic movement, and berms along Powers Boulevard. Ultimately, Option E was selected as the guiding plan to develop the area. The details of this option are as follows: OPTION E This option combines the use of private and public streets to develop the site. It is least disruptive to existing features and also allows for the area to develop, for the most part, independently of each other. Pros Minimizes site grading/filling and tree loss; retains existing topographic features for the most part - Provides a mixture of house types, i.e. walkout, rambler, etc. - Allows for parts of the area to develop independently of the rest - Provides public street access - Curb cuts align with or across from existing driveways - Adequate intersection spacing - Room for berming along Powers Boulevard and Lake Lucy Road - Maintains use of existing driveways - Most likely the most feasible from an economic standpoint - Eliminates long dead-end cul-de-sac Cons - Still requires two or more parcels to replat in order to develop layout Al --- ! L f �y v ' 2 2 3 3 f Wr ckman asti4 e �-4 7 is 5 e nstens y --- � 21� 9 Mamoka 20 C' ,o 'ct ): 9 0 12IKoh an o_ ,3 � t/angepT�. The Christensen property was slated to develop through the use of two flag lots. This layout is in keeping with a previous City Council recommendation. Christensen Subdivision January 3, 2006 Page 3 PROPOSAUSUMMARY The applicant is proposing to subdivide 1.05 acres into 2 single-family lots. The property is zoned RSF, Single Family Residential District. The site is located at the northwest comer of Golden Court and contains a single-family home. Access to the site is proposed off of Golden Court. Both lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an average lot area of 18,210 square feet (these are flag/neck lots and the area of the neck is excluded from the overall lot area). City Code requires a variance to allow a flag lot. The development pattern of this parcel was decided in the year 1995 and all the infrastructure was built accordingly. Staff is recommending approval of the subdivision with variances with conditions outlined in the staff report. PRELIMINARY PLAT The applicant is proposing to subdivide a 1.05 acre site into 2 single-family lots. The density of the proposed subdivision is 1.9 units per acre gross and 2.39 units per acre net. Both lots exceed the minimum 15,000 square feet of area, with an average lot size of 18,210 square feet. Both proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be served via flag lots. This layout is in keeping with a previous City Council recommendation. 0 Christensen Subdivision January 3, 2006 Page 4 E Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. Sediment Control Silt fence should be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences should be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. Surface Water Management Fees Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,600/acre. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed S WMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $2,900 per developable acre. This results in a water quantity fee of approximately $3,045 for the proposed development. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. GRADING, DRAINAGE & EROSION CONTROL The existing property consists of one lot and two outlots. There is an existing house on Lot 2 which will remain. The proposed grading matches the existing drainage pattern within the area. Runoff will flow overland from the northern portion of Lot 1 to the low point in the driveway of Lot 1. The developer proposes to install an 18" diameter corrugated metal pipe (CMP) culvert under the driveway to facilitate drainage to the existing 18" CMP culvert under the driveway on Lot 2. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. Hydraulic calculations verifying the design of the driveway culverts must also be submitted. • 0 Christensen Subdivision January 3, 2006 Page 5 The plan must show the proposed lowest floor elevation of the house on Lot 2. Soil boring information must be submitted. The lowest floor elevation must be minimum 3 feet above the highest known groundwater elevation. The plan does not identify any retaining walls. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. UTEUMS The utility plan submitted with the preliminary plans is shown on the grading plan. Due to the complex layout of the existing utilities, a separate utility plan must be submitted prior to City Council consideration of the preliminary plat. It appears that the existing utility information shown on the plan is incorrect. For example, the existing 6" watermain is shown on top of the existing sanitary sewer manhole on Lot 1, the existing sanitary sewer service to the Martinka property is missing and the existing lateral sanitary sewer extending east from the manhole within Lot 1 into the lateral sanitary sewer within the east -west portion of Golden Glow Court is not shown. The 6" watermain from the 90" bend to the proposed service must be public and therefore must have a hydrant at the end of the line and lie within a drainage and utility easement. The portions of the existing public and private utility services to the home on Lot 2 that lie within Lot 1 must be within a drainage and utility easement. The utility plan must include notes where conflicts between services and/or culverts appear. The proposed lot is subject to sanitary sewer and watermain hook-up and connection charges. The lateral connection charges must be paid with the final plat and are as follows (2006 rates): $5,272 (sanitary sewer) + $5,272 (water) = $10,544. The hook up fees must be paid with the building permit and are as follows (2006 rates): $1,575 (sanitary sewer) + $4,078 (water) = $5,653 STREETS Golden Glow Court is a 28 -foot wide urban street within a 50 -foot wide right of way. There are no street improvements associated with this project. The driveway to Lot 2 must be shifted so that it is at least 10 feet from the property line. PARKS AND TRAILS This property lies within the neighborhood park service areas of both Curry Farms Park and Carver Beach Park. The Park and Recreation Director is not recommending any additional Christensen Subdivision January 3, 2006 Page 6 Public park or trail services be constructed as a part of this subdivision. In lieu of any public improvements, a park dedication charge of $5,800 will be applicable at the time of platting. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Christensen Subdivision are as follows: Total upland area (including outlots) 1.05 ac or 45,958 SF Total canopy area (excluding wetlands) .44 ac or 20,444 SF Baseline canopy coverage 45% Minimum canopy coverage allowed 35% or 16,085 SF Proposed tree preservation 37% or 17,337 SF The developer meets minimum canopy coverage allowed. No additional reforestation plantings are required. According to ordinance, a minimum of one tree is required in the front yard of each lot. No bufferyard plantings are required. All neighboring land uses are identical. Staff recommends that the tree protection fencing shown on sheet 2 of the preliminary plans dated 12/2/5 be continuous to form a solid barrier around the construction site. COMPLIANCE WITH ORDINANCE - RSF DISTRICT SUBDIVISION - FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the flag lot layout was approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Lot Lot Lot Home Area Width Depth Setback Ordinance 15,000 100' 125' 30' front/rear 10' sides BLOCK Lot 1 19,662 105' 190' 39/30' 10' Lot 2 16,759 127' 215' 30'/30' 10' SUBDIVISION - FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the flag lot layout was approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; • 0 Christensen Subdivision January 3, 2006 Page 7 Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE Section 18-57. Streets. (rV Flag lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. • Christensen Subdivision January 3, 2006 Page 8 0 (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas. Staff is recommending approval of the flag lots based upon the analysis provided in the background section of the report. VARIANCE FINDINGS Sec. 18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: (1) The hardship is not a mere inconvenience; (2) The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land; (3) The condition or conditions upon which the request is based are unique and not generally applicable to other property; (4) The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: Based upon the analysis within the background section of the report, it is impossible to serve the site with full lot frontage on a public street. Previous City approvals established the flag lot use for this property. The applicant's request is reasonable. Based upon these findings, staff is recommending approval of this variance. RECOMMENDATION Staff recommends the Plaapiing GeffHriission City Council adopt the following motion: "The City Council approves 121&vting GeffHnissiea reeemmeads appRweWfthe preliminary plat for Planning Case 05-44 for Christensen Subdivision for 2 lots with variances to allow two flag lots as shown on the plans dated received December 2, 2005, subject to the following conditions: 1. A minimum of one tree (2 %:" diameter) is required in the front yard of each lot. 2. All areas outside of the grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot and located at the dripline or beyond whenever possible. Any trees shown as preserved that are removed or damaged shall be replaced at a rate of 2:1 diameter inches. 0 Christensen Subdivision January 3, 2006 Page 9 • 3. Silt fence shall be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences shall be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. 4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680; the water quantity fees are approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. 6. Prior to City Council consideration of the preliminary plat, the following changes must be incorporated into the plans: a. All plans must be signed by a Professional Engineer registered in the State of Minnesota. b. The plans must show the proposed lowest floor elevation for Lot 1. c. A separate utility plan must be submitted and must resolve the apparent conflict of the existing 6" watermain over the existing sanitary sewer manhole on Lot 1. d. The utility plan must show the lateral sanitary sewer within the east -west portion of Golden Glow Court to the manhole within proposed Lot 1. e. The utility plan must show the sanitary sewer service to the Mattinka property. f. A 20 -foot wide drainage and utility easement must be platted over the existing 6" watermain on Lot 2. The easement shall be centered over the watermain. g. Drainage and utility easements must be platted over the existing sanitary sewer and watermain services to the house on Lot 2 and the Martinka property. The easements shall be 15 feet wide and centered between the sanitary sewer and watermain services. h. The utility plan must include notes where conflicts between services and/or culverts appear. Prior to City Council consideration of the final plat, the developer must comply with the following: a. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. b. Hydraulic calculations verifying the design of the driveway culverts must also be submitted. c. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. d. Soil boring information must be submitted. e. The driveway to Lot 2 must be at least 10 feet from the property line. • Christensen Subdivision January 3, 2006 Page 10 8. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. 9. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached). ATTACHMENTS 1. Findings of Fact. 2. Application and Project Narrative. 3. Public Hearing Notice Affidavit of Mailing. 4. Chanhassen Fire Department Policy Premises Identification. 5. Plans Dated December 2, 2005. gAp1=\2005 planning cases\0544 cluistensen subdivision\staff report pc.doc 0 CITY OF CHANHASSEN 1-1 CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Christensen Subdivision — Planning Case 05-44 On January 3, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 1.05 Acre Lot into Two (2) single-family Lots, Christensen Subdivision. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned RSF, Single -Family Residential. 2. The property is guided in the Land Use Plan for Residential — Low Density (1.2 — 4.0 units per net acre). 3. The legal description of the property is attached as Exhibit A. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a) The proposed subdivision is consistent with the zoning ordinance; b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; C) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; 0 0 e) The proposed subdivision will not cause environmental damage; f) The proposed subdivision will not conflict with easements of record; and g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off-site public improvements or support systems. 5. The planning report Planning Case 05-44, dated January 3, 2006, prepared by Sharmin Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat with Variances. ADOPTED by the Chanhassen Planning Commission this 3rd day of January, 2006. CHANHASSEN PLANNING COMMISSION I1 Uli Sacchet, Chairman gAplan\2005 planning caz \05-04 christensen subdivisionVindings of factdoc 2 E 0 The North 230 feet of the West 190 feet of the South 904 feet of that part of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116, Range 23, Carver County, Minnesota, lying west of the Chanhassen and Excelsior Public Road. =13 Outlot A and that part of Lot 6, Block 1, Burlwood, Carver County, Minnesota lying southwesterly of the following described line: Commencing at the westerly northwest corner of said Lot 6; thence South 0 degrees 23 minutes 15 seconds West, an assumed hearing along the most westerly line of said Lot 6 a distance of 122.17 feet to the northwest comer of Outlot A and the point of beginning; thence South 31 degrees 13 minutes 07 seconds East 57.10 feet to the westerly line of Golden Glow Court and there terminating. Outlot B, Burlwood, according to the recorded plat thereof g9plan\2005 planning cases\0544 christensen subdivisionfindings of fad-doc PRINT nt Nan 0 0 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Address: Contact: Phone: 4 )4.5r iL4 Fax: Email: Planning Case No. 05-44 CITY OF CHANHASSEN RECEIVED DEC 0 2 2005 CHANHASSEN PLANNING DEPT Owner Name and Address: (c-1 Ip t�c'�.i �4> F3yii✓ Ci-IAI4NASs+a(/ r-tl-I 5531 l Contact: Phone: 9 74.S's4 Fax: Email: staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign** - $75 + $100 Damage Deposit X Escrow for Filing Fees/Attorney Cost*** - $50 CUP/SPR/VACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. ***Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: �t+KIST�S�J� �cs�L VtSIOt LOCATION: (0 7)D I�Cw_�-_IZS Fyp LEGAL DESCRIPTION: �¢ A,TTA'C --P TOTAL ACREAGE:454 9 5-Isg(iE WETLANDS PRESENT: YES _X_ NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: �A kL.E r-Amlu A Fal O -AI•` REQUESTED LAND USE DESIGNATION: � Fie' AMIL i -I RESfoe J��AL REASON FOR REQUESTA!L-� A -r,, aW lJA _R ,4,,je ;k This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to cerfify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature "of.Applicant Date fGX�ii � \ (�CiLt�. 12- c> 2-05- Signafure of Fee Owner Date G:\plan\forms\Development Review Application.DOC Rev. 11/05 SCANNED 0 0 PROJECT NARRATIVE FOR ROBERT CHRISTENSEN 6710 POWERS BOULEVARD CHANHASSEN MINNESOTA Project Description: CITYt IVEDSSEN DEC 0 2 2005 CNANNASSEN PLANNING DEPT Robert Christensen is requesting the subdivision of his lot into two single-family lots. The subdivision is consistent with the City's Development plan for this area as per the Ravis/Kerber development options. The 1 -acre site currently contains a single-family resident located on the southwest side of the site. The existing home will stay with a new home proposed on the north side of the lot. The subdivision will meet all of the city zoning and subdivision standards. Both of the lots will be over 21,000 square feet in size with a buildable area far exceeding the 60 - foot by 60 -foot house pad required on preliminary plats. The lots will narrow as they front Golden Court Road with both lots having over 30 feet of road frontage. For planning purposes the lot sizes have also been calculated based on where a minimum lot width of 100 feet is met. (Lot 1 19,662 sq ft and Lot 2 16,759 sq ft.). The property will be platted to provide all of the required easements. The plat will also remove two existing Outlots along the ease side of the site, which are under Mr. Christensen ownership. A city fire hydrant is currently within Outlot A. We are recommending that the hydrant be moved into the platted city Right -of -Way. Moving the hydrant also removes it from the area needed to provide driveway access to the north lot. The proposed drive will be designed to avoid the trees. The plat will also include private sewer and water easements across Lot 1 to serve Lot 2 (the existing home) Currently the proposed lot is not sold so a specific house plan is not available. The tree and grading plans shown on the application conceptually represents a potential building site and site drainage. We believe that the proposed design adequately demonstrates building impacts to the site and surrounding area. At the time a building permit is applied a revised grading and tree preservation plan will be submitted. Mr. Christensen is pleased to submit this plan to the City Council in coordination with the previous planning studies for this area. Tom Goodrum Senior Planner Schoell & Madson Inc SCANNED 0 0 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Todd Gerhardt, being first duly sworn, on oath deposes that he is and was on December 22, 2005, the duly qualified and acting Clerk of the City of Chanhassen, Minnesota; that on said date he caused to be mailed a copy of the attached notice of Public Hearing for Christensen Subdivision — Planning Case No. 05-44 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. �Aj� T d Go� erhardt, City Clerk Subscribed and swom to before me thi "iciday oflgrEml r- , 2005. ` 1 ILA LA44x, Notary Pu Lc� KIM T. MEIIIMSSEN 17`� Y Commission Fxpires Jan 31, 2010 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 3, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Subdivision of property into 2 single-family lots with Proposal: Variances on property zoned Residential Single Family — Christensen Subdivision Planning File: 05-44 Applicant: Robert Christensen Property 6710 Golden Court Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaffOci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialfindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersontrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any Interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 3, 2006 at 7:00 p.m. Location: City Hall Council Chambers 7700 Market Blvd. Request for Subdivision of property into 2 single-family lots with Proposal: Variances on property zoned Residential Single Family — Christensen Subdivision Plannin File: 05-44 Applicant: Robert Christensen Property 6710 Golden Court Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: is What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff at 952-227-1134 Questions & or e-mail saliaff*ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Altera Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request, At the Planning Commission meeting, staff will give a verbal overview of the report and a recommentlation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaVndustdal, • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard, Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. El Subject Property This hep is nether a legally recorded map nor a survey and is not intended to W used as one. This map is a connotation of records, iMametian and data located in various city, county, state and federal offices and other sources regarding the area an., and is to be used for net. purposes only. The City does not wamant that the Geographic Information System (GIS) Data used to prepare this map are emor free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring erecting measurement M distance or direction or precision in Ute depiction M geographic features. If errors or discrepancies are found pease contact 952-227-1107. The preceding Owlaimrer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map aclunimedges that the City shall not be liable for any damages, and evressly waives all clans. and agrees to defend, intlenngy, and hdtl harmless Me City from any and all claims brought by User, its employees or agents, or third parties which apse out of the user's access or use of data prowled. Subject Property This map is neither a legally recorded map nor a survey and is not intended to be used as one. Phis map Is a cortpilation of records, information and data located In volume cM, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not wamant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, treclring or any other purpose requiring erecting measurement of distance or direction or precision in the depiction of geographic features. If amort or discrepancies are found please contact 952-2274107. The preceding disclaimer is pros pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), end the user of this map acknowledges that the City shall not be liable for any damages, antl etpressly waives all claims, and agrees to defend, indemnify, and hi harmless the City from any antl all dulls brought by User, its ertployees or agents, or thiN parties which arise oW M Me user's access or use of data provided. Public Hearing Notification Area (500 Feet) Christensen Subdivision Planning Case No. 05-44 6710 Golden Court City of Chanhassen on Court O��e _ Q cyr`�e 0° C7 �° 31 1 J cr oU a C a Lake Lucy Road F\ Subject Property Lake Lucy Road enan oa 6 e 2 n � m 0 M U c 2 ea��et T dCarverBeachO NW A — 0 C, NICHOLAS M & JUDY A JACQUES HELEN JACQUES CHRISTOPHER SCOTT EIMAN 1214 LAKE LUCY RD CIO A SUZETTE LEIZINGER 1206 LAKE LUCY RD CHANHASSEN, MN 55317 -9433 16010 EXCELSIOR BLVD CHANHASSEN, MN 55317 -9433 MINNETONKA . MN 55345 -5408 SCOTT HEGEL JEFFREY ROBERT SMITH & SYLVESTER & MARY ROERICK 1180 LAKE LUCY RD CAROLYN WELDON SMITH 6600 ARLINGTON CT CHANHASSEN, MN 55317 -8675 6601 ARLINGTON CT CHANHASSEN, MN 55317 -7506 CHANHASSEN, MN 55317 -7506 KEVIN L ANDVIK & JON G & LAURIE P STECKMAN PETER J & CYNTHIA L MILLER TONETTE F CLINE-ANDVIK 1215 LAKE LUCY RD 6605 MULBERRY CIR E 6606 MULBERRY CIR E CHANHASSEN, MN 55317 -9433 CHANHASSEN, MN 55317 -8409 CHANHASSEN, MN 55317-8408 MCDONALD CONSTRUCTION INC THOMAS K & ANNE H MCGINN PAUL D & ANNE M KAPSNER 7601 145TH ST W 1121 LAKE LUCY RD 6635 MULBERRY CIR E APPLE VALLEY, MN 55124.5511 CHANHASSEN, MN 55317 -8676 CHANHASSEN, MN 55317 48409 DUANE H & MONA R UDSTUEN DAVID M & COLLEEN B RONNEI SCOTT J & JESSICA FREDRICKSON 6636 MULBERRY CIR E 6666 MULBERRY CIR E 6681 POWERS BLVD CHANHASSEN, MN 55317 -8408 CHANHASSEN, MN 55317 -8408 CHANHASSEN. MN 55317 -9513 DAVID F SMITH & LAYTON B & MADELYN L PAINE JENNIE A HAYS LAURA L FRANZEN-SMITH 1092 SHENENDOAH CIR 6691 POWERS BLVD 6645 MULBERRY CIR E CHANHASSEN, MN 55317 -9542 CHANHASSEN, MN 55317 -9513 CHANHASSEN, MN 55317-8409 KEVIN J & KATHLEEN C DILLON RICHARD C ERSBO GERALYN M GRUBS 6701 MULBERRY CIR 6665 MULBERRY CIR E 6715 MULBERRY CIR CHANHASSEN, MN 55317 -8407 CHANHASSEN, MN 55317 -8409 CHANHASSEN, MN 55317 -6407 MICHAEL J & HEATHER H MOOTZ STEVEN C & SHARON S VENO ROBERT E & DIANE L MARTINKA 6729 MULBERRY CIR 6730 MULBERRY CIR 6730 GOLDEN CT CHANHASSEN, MN 55317 -8407 CHANHASSEN, MN 55317.6406 CHANHASSEN, MN 55317 - MATTHEW G & USA L KLING JEFFREY N & MELISSA A ELDER NATHAN C O'GORMAN 6683 MULBERRY CIR E 6696 MULBERRY CIR E 6687 MULBERRY CIR CHANHASSEN, MN 55317 -8409 CHANHASSEN. MN 55317 -8408 CHANHASSEN, MN 55317 -8409 PAULA & SHERYLL A KREUTER BRUCE & JULIE MAYER MICHAEL J CUCCIA & 1090 CARVER BEACH RD 6693 MULBERRY CIR E MARGARET J CUCCIA CHANHASSEN, MN 55317 -9529 CHANHASSEN, MN 55317 -8409 6740 GOLDEN CT CHANHASSEN, MN 55317-4601 i PHYLLIS BETTS 6720 POWERS BLVD CHANHASSEN , MN 55317 -9548 ERIC Z & JANETTA M GONG 6699 MULBERRY CIR E CHANHASSEN, MN 55317-8409 RUSSELL G KOHMAN 6730 POWERS BLVD CHANHASSEN, MN 55317 -9548 ROY R & JACQUELINE B ANDERSON 6695 MULBERRY CIR E CHANHASSEN, MN 55317 -8409 RUSSELL & BONNIE G SIAKEL 6703 MULBERRY CIR E CHANHASSEN. MN 55317 -6407 • CHRISTOPHER J VANDERPLOEG & JEAN L VANDERPLOEG 6719 MULBERRY CIR CHANHASSEN, MN 55317 -8407 DAVID P SMITH & JULIA A SIMENSOWSMITH 6750 GOLDEN CT CHANHASSEN. MN 55317 - • CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 Numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Size and location of numbers shall be approved by one of the following — Fire Marshal, Fire Inspector, Building Official, Building Inspector. Requirements are for new construction and existing buildings where no address numbers are posted. 1. Numbers shall be a contrasting color from the background. 2. Numbers shall not be in script. 3. If a structure is not visible from the street, additional numbers are required at the driveway entrance. Size and location must be approved. 4. Numbers on mail box at driveway entrance may be a minimum of 4". However, requirement #3 must still be met. 5. Administrative authority may require additional numbers if deemed necessary. 1. Minimum height shall be 5 inches. 2. Building permits will not be finaled unless numbers are posted and approved by the Building Department. Premises Identification 29-1991 Pagel of 2 i 0 1. Minimum height shall be 12". 2. Multi -Tenant Buildings a. Building address range, minimum height of 12 inches. b. Address numbers required on all tenant doors. Minimum height of 6 inches. 3. If address numbers are located on a directory entry sign, additional numbers will be required on the buildings main entrance. a. Signage on overhead/ delivery doors will also be required. Revisions 6/10/02 3/22/05 Premises Identification 29-1991 Page 2 of 2 1]! 1; ?'fill !.j_aj.� !i}Yg F � aiuLssa3EE? �`�isFl?'iltetf!►ia?€A I I I O.y Ji. itliilll�illllillllllllllllllillll E%.zeS 's.s..ii..6b6LeR..x,a: •S.fe,PYaAkv(n !�yyy g{ix.f e. 99 .FS: IFSE=a" n xa y ''"' "S <�E'iEES� • k ib Zi ppj R is `ic 9 Fast s I { a w Ln o Qo o z =W Z — ell` L) C) C z LLQ U W� Q � � z U = ----------- -- - - -- is n — I { a w Ln o Qo o z =W Z — ell` L) C) C z LLQ U W� Q � � z U = 0 0 —I p O 4f° `pqlt lip t p Gle � aav >nw `gam ;�# -4k *`- - I, g3fiYtY9 �stfi9fi Btg u z a 0 0 2p o Z ZW Z U U O 2 14 Lu O ¢ U w >- W vN ~ 2 U Z S U 0 0 !n A A !Hill � � Pill f� f�ft�� =#�F f F Ta} 1�3 }° �IT=� I} F81f4alaiia ! .�fS _ ai49 �P f3i°55 ii&`_a€3 ®p ifflj ifaq ib a E' e5F3 p� @ T B 9; it f t 'g } f 1 '!ef�`,f}f It� f$ 11 1 00 1 im 11M Ili �! i ■ - _ m e aaS ff NIP I � =gE �3� � �° a i sa �� ; � B �: � : !sa s�ii �ff'� � ! a� lt.E NIP a+F �a �� } 1 If �° o €l lit i Sip- 1 f p 333'i g i Atli ■ y �t }i! i d a I W a ap O z =W NO z Q > jLu UU O Z uW U 2 U Planning Commission Meehg — January 3, 2006 c. #7-1991 regarding pre -fire drawings, d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, L #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems." 0 os- 4� All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: CHRISTENSEN SUBDIVISION: REQUEST FOR SUBDIVISION OF PROPERTY INTO 2 SINGLE FAMILY LOTS WITH VARIANCES ON PROPERTY LOCATED AT Sharmeen AI-Jaff presented the staff report on this item. Sacchet: Thanks Sharmeen. Questions from staff. Kurt? Papke: The staff report, bottom of page 5 you state that the driveway to Lot 2 must be shifted so that it is at least 10 feet from the property line. Could you point out where that short coming is? I wasn't quite able to make it out. Fauske: Here's your pipe for drainage and utility and the driveway is a couple feet from that location. At this location and it's a difficult plan to read. The dark brown line here shows the actual property line, following my pen here. That's the 5 foot drainage and utility. Here's the driveway. So our ordinance reads 10 feet from the property line. That's where we're getting that from. Papke: So if you shifted, what to the north, are you going to run into the same thing? Do you have enough space? Fauske: No. 10 feet right here so we can shift it over a few feet to meet ordinance. Papke: You're not going to have them narrow the driveway? There's enough room to move it? Sacchet: Any other questions? No other questions from staff? Thank you Sharmeen. With that I'd like to ask if we have an applicant? If you want to come forward. If you have anything to add, please do so. State your name and address for the record please, and if you can pull the microphone towards you so we get the sound. Yep, there you go. Robert Christensen: Robert Christensen, 6710 Golden Court. I think the question was, that number 5, moving, it was Lot 2 which is where my house is located. Sacchet: There it is. 25 0 0 Planning Commission Meeting — January 3, 2006 Robert Christensen: ...over in Lot 2 and I think this one had to be shifted, or not shifted. It's just got to be 10 feet away from the property line, but this is the actual shift here. Sacchet: Oh, it's that one that gets shifted. Is that accurate Alyson? Because that's the existing one, right? Al-Jaff: Lot 2 would be existing. Sacchet: Can we ask the existing one to be shifted? Fauske: Well the existing one should be brought into conformance unless there's a necessity to bring it as a variance. We can look at, it looks like it might be pretty close there to shift it. I mean they're already getting some changes, some realignments with that existing driveway to bring it into conformance so, it's not a huge plan change. It was just more of a housekeeping item to make sure that we had everything up to code. Sacchet: Is that an issue for you Mr. Christensen? Robert Christensen: No. Sacchet: You don't have an issue with it? Okay. So even if that driveway, the existing one needs to be shifted, you don't have a problem with it? Robert Christensen: No. Sacchet: Well then it's not an issue. That's very good. That's easy. Robert Christensen: I just thought I'd correct that. Sacchet: Okay. Anything else you'd like to touch on? Robert Christensen: No, I guess not. Sacchet: Do we have questions for the applicant? No? Thank you very much. Now this is a public hearing. Does anyone want to address this item? This is your chance. Seeing somebody get up, yes there we go. Janet Paulsen: I'm Janet Paulsen, 7305 Laredo Drive. I've just got a question on the plan here. Sacchet Can we switch on the plan Nann please? Thanks. Janet Paulsen: First of all, what is this driveway here? Sacchet: Is that access to the Martinka property? ri3��waa 26 Planning Commission MeeTing — January 3, 2006 • Al-Jaff: That's an access. These are existing situations. Our ordinance clearly states and State Statute states that if these are existing situations, you don't. Sacchet: It's pre-existing. Al-Jaff: Yes, and this subdivision is not intensifying this use. Sacchet: Okay. So in other words that driveway to the southern property would stay off of that driveway for the time being? No, I see you shaking a head. Robert Christensen: Mr. Martinka said he will abandon that driveway because he has another new access out to Golden Court. Sacchet: So he's going to access directly for Golden Court and so that access driveway will be closed apparently. Al-Jaff: When Mr. Martinka subdivides his property, that is correct. Sacchet: Not right away. Okay. Janet Paulsen: So why not make it a private street? Sacchet: Well we're not really changing that are we? Al-Jaff: No. Sacchet: Can you address that Sharmeen? Al-Jaff: Everything is remaining as is. The southern portion where the neck is, is remaining undisturbed. Currently there is an outlet out there and the outlet is maintaining that setback that you see from the edge of the driveway. The applicant applied for a neck lot and that's what they're getting and that's consistent with a previous recommendation. Sacchet: Does that answer your question Janet? Sort of. Janet Paulsen: Not really. Sacchet: Not totally but a little bit. Janet Paulsen: I would think that a certain safety issue with traffic going onto a public street, a private street would probably serve it better. Sacchet: Yeah, but this is not the issue in front of us. While we could argue it's sort of in front of us but what's really in front of us is a neck lot above it. 27 0 Planning Commission Meeting — January 3, 2006 Janet Paulsen: And then the next question was on Lot, on the upper lot. Where is the front property line there? Sacchet: How do we measure property line Sharmeen, can you point that out? Al-Jaff: ...property line right there. Janet Paulsen: And that is because why? AI -Jaffa In looking at the way the ordinance reads, it's the closest property line to a public street, and it is our interpretation that this is the closest property line. Janet Paulsen: Well I would just like to say that that's the convenient one because you have to have a 30 foot front yard and a 30 foot back yard and that's the way it sits. Sacchet: How would you measure it Janet? I mean do you have an alternative way to look at it? Janet Paulsen: I guess you can just choose because these are two lines, I mean. Sacchet: Well you couldn't measure the width of the flag. Janet Paulsen: I just don't think that the home that's shown on there would have a 30 foot front yard and then a 30 foot back yard if it had the east/west line be the front property line. I guess it's just choosing which line you want and which is convenient. That's all I had. Sacchet: Go ahead Mark. Undestad: I think when you measure the lot thought, we do not include the flag portion in that lot. Is that right? Al -Jaffa That's correct. Undestad: So you would use that, the flag portion wouldn't be considered a lot line out on the street there. Does that make sense? Janet Paulsen: The front property line should be the line that's closest to the public street. Sacchet: Right, I think that's. Janet Paulsen: I guess that one is. That's all I have, thank you. Sacchet: Okay, thanks Janet. Anybody else? Yes indeed. Deb Lloyd: Deb Lloyd, 7302 Laredo Drive. I'm just questioning whether this is within 1,000 feet of Lake Lucy. E. Planning Commission Meting — January 3, 2006 • Sacchet: Is it within 1,000 feet of Lake Lucy? Can we answer that question? Al-Jaff: Yes it is and. Deb Lloyd: Because there's no notice of the impervious surface requirement because it would be considered shoreland and typically that would be noticed. Al-Jaff: It will maintain all requirements of the ordinance as far as hard surface coverage, as well as building height. These are things that we do look at. Sacchet: And would there be a difference? And that would be looked at with the building permit? Not necessarily at this time. Generous: However they are the same, RSF in the shoreland districts have the same impervious coverage for single family residential property. 25%. Deb Lloyd: I'm just noting it because typically it would be included in the report. Also I, you know I look at this and I know, you know we're typically adverse to private streets but there is a safety aspect here. Whether or not the existing driveway is there, you're subdividing and you are looking at a variance condition. Sacchet: How do you see that we're touching the existing situation. Deb Lloyd: How are you touching it? You are approving variances for two flag lots. You could, as a condition make that a private street if you so chose. Sacchet: And what would be gained by doing that? I mean. Deb Lloyd: You'd have one access which would be wider, 20 feet along a 60 foot here. Versus two accesses on the 60 foot into. Sacchet: Oh you mean it would be one access instead of two. Deb Lloyd: I'm just. Sacchet: Yeah, I just want to understand where you're coming from. How would you then reconcile that the third access is going to go away within the very foreseeable time. Deb Lloyd: There's no guarantees from prior reports which weren't mentioned, this was all brought up a year ago. Burlwood was the subdivision and Martinka said he had no intent on selling. So everything is hearsay. Sacchet: That's true, okay. Well, do you want to address that from the staff viewpoint at all? Al-Jaff: There are case studies and I have talked to the city attorney about what impact and what type of conditions can you attach to a subdivision and had I know this was going to be the case I 09 Planning Commission Meeting — January 3, 2006 would have attached the case study that they, he had emailed me. If you have an existing non- conformity and if the subdivision is not intensifying this non -conformity, then you cannot require it to be, you cannot require it to be eliminated or removed. As far as what's in front of us today, we have a request for a neck lot. This is a dead end cul-de-sac. Sacchet: There's not a lot of traffic. Al-Jaff: No, there isn't a lot of traffic. If this was an arterial or collector, then we would be the first to say, limit the number of access points. Sacchet: Isn't it also that, I mean the concept that was chosen like 10 years ago was to make those two kind of neck type lots. That's why they were two outlots created in front of it, so by all of a sudden putting in a private street and then adding the third lot which apparently doesn't want to be part of it in the long run anyhow, we would be deviating from that overall original plan, wouldn't we? Al-Jaff: That's absolutely true and the sketch that I brought in, that I showed earlier was from 1995. Sacchet: Yeah, and I mean I don't mean to brush to the side your comments Debbie and Janet but we struggled with this when Burlwood came in and we found that it's with this pre-existing decisions and directions taken, unless there is really a clear way to go a different route that is obviously bringing a lot of benefits, it's best to build on what decisions that were made before. So that's, I think that's something that needs to be looked at as well. Alright, the public hearing is still open. Anybody else? Jerry, last option. Ahight. I close the public hearing. I bring it back to the commission for comments and discussion. I see a shaking head here. Another almost shaking head. No? No comments. So if no comments, then how about a motion. Larson: Recommendation. Staff recommends the Planning Commission adopt the following motion. Approval of preliminary plat for Planning Case 05-44 for Christensen Subdivision for 2 lots with variances to allow flag lots as shown on the plans dated received December 2, 2005 subject to the following conditions, 1 through 9. Sacchet: We have a motion. Is there a second? Undestad: Second. Sacchet: Do we have any friendly amendments? Do we need to say allow two flag lots in the description? Just to be specific. Al-Jaff: We can definitely do that. Sacchet: I would ask that as a friendly amendment. Is that acceptable Debbie? Larson: Yes. Planning Commission Meting — January 3, 2006 Sacchet: Alright. We have a motion. We have a second. We have a friendly amendment. Larson moved, Undestad seconded that the Planning Commission recommends approval of the preliminary plat for Planning Case 05-44 for Christensen Subdivision for 2 lots with variances to allow two flag lots as shown on the plans dated received December 2, 2005, subject to the following conditions: 1. A minimum of one tree (21/2" diameter) is required in the front yard of each lot. 2. All areas outside of the grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot and located at the dripline or beyond whenever possible. Any trees shown as preserved than are removed or damaged shall be replaced at a rate of 2:1 diameter inches. 3. Silt fence shall be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences shall be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. 4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680; the water quantity fees are approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. 6. Prior to City Council consideration of the preliminary plat, the following changes must be incorporated into the plans: a. All plans must be signed by a Professional Engineer registered in the State of Minnesota. b. The plans must show the proposed lowest floor elevation for Lot 1. c. A separate utility plan must be submitted and must resolve the apparent conflict of the existing 6" watermain over the existing sanitary sewer manhole on Lot 1. d. The utility plan must show the lateral sanitary sewer within the east -west portion of Golden Glow Court to the manhole within proposed Lot 1. e. The utility plan must show the sanitary sewer service to the Martinka property. f. A 20 -foot wide drainage and utility easement must be platted over the existing 6" watermain on Lot 2. The easement shall be centered over the watermain. g. Drainage and utility easements must be platted over the existing sanitary sewer and watermain services to the house on Lot 2 and the Martinka property. The easements shall be 15 feet wide and centered between the sanitary sewer and watermain services. h. The utility plan must include notes where conflicts between services and/or culverts appear. 31 f 0 Planning Commission Meeting — January 3, 2006 7. Prior to City Council consideration of the final plat, the developer must comply with the following: a. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. b. Hydraulic calculations verifying the design of the driveway culverts must also be submitted. c. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. d. Soil boring information must be submitted. e. The driveway to Lot 2 must be at least 10 feet from the property line. 8. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. 9. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached). All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner McDonald noted the verbatim and summary minutes of the Planning Commission meeting dated December 6, 2005 as presented. Chairman Sacchet adjourned the Planning Commission meeting at 8:40 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 32 Public Hearing Notification Area (500 Feet) Christensen Subdivision Planning Case No. 05-44 6710 Golden Court City of Chanhassen on Court �e 0 Q f V 1Z c0 0 m c Q Lake Lucy Road n Subject Property 7Lakeenan m„ 2 n 0 m o 7 U c m U Carver Beach CDCD U) CO < v Q m ^ w � r m m -+ 6 m �f �'7 SCANNED Date: December 5, 2005 City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: CHRISTENSEN SUBDIVISION: Subdivision of property into 2 single-family lots with Variances on property located at 6710 Golden Court and zoned Residential Single Family. Applicant: Robert Christensen. Planning Case: 05-44 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 2, 2005. The 60 -day review period ends January 31, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on January 3, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than December 21, 2005. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco CITY OF CHANHASSEN RECEIVED REQUEST FOR MAILING LABELS ROBERT CHRISTENSEN DEC 0 2 2005 6710 POWERS BOULEVARD CHANHASSEN, MINNESOTA CHANHASSEN PLANNING DEPT We are requesting a list of property owners within 500 feet from 6710 Powers Boulevard from the City of Chanhassen as required for completion of the preliminary plat submittal for the above-mentioned project. Thank You SCANNED Schoell & Madson, Inc. Planning • Engineering • Surveying TO: City of Chanhassen DATE: 12-2-05 1 PROJECT NO.: 63145-002 7700 Market Blvd ATTENTION: Planning Department PO Box 147 SUBJECT: Christensen Subdivision Chanhassen, MN 55317 1 We are sending you M herewith ❑ under separate cover the following: M Plans ❑ Specifications ❑ Prints ❑ Reports ❑ Shop Drawings ❑ Change Order ❑ Samples M Copy of a Letter ❑ Data Sheets M Other Application CD Transmitted via: ❑ Mail ❑ Fax ❑ Will Call M Hr. Messenger Service ❑ _ Overnight Delivery QUANTITY DESCRIPTION 16 Full Size Sets 1 8Y:X11Set 1 CD with TIF images of Plan Set 1 Mailing Label Request Letter 1 1 Narrative Application These are transmitted as follows: ❑ As Requested ❑ For Your Records ❑ For Your Use M For Review and Comment REMARKS: If you have any questions please feel free to contact meat 952-847-9621. SCHOELL & MADSON, INC. CITY OF CHANHASSEN Kevin Teppe %^r�~ RECEIVED Direct Dial No.: 952-847-962 DEC 0 2 2005 Copy To: CHANHASSEN PLANNING DEPT F:\ENG\63145002\CORRES\Transmittal City of Chanhassen Prelim Submittal 12-2-05.doc Rev. 2111103 10580 Wayzata Boulevard, Suite 1 • Minneapolis, MN 55305-1525 SCANN O Office (952) 546-7601 • Fax (952) 546-9065 www.schoellmadson.com Carver County GIS Mapping Application a- Nap Cmafed aY Caner�Co.Rrtysas IRS` 1 Legend Ru. Trrt Us "WMY. NWa69NS N nM Map Created on: c- C=" R�� 12-20-2005 LAN Carver R*. County Ana.= This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. SCANNED SWMP FEE WORKSHEET DATE December 13, 2005 PLANNING CASE 05-44 PROJECT Christensen Subdivision Site Area in Acres 1.05 Assessable area 1.05 ZONING CLASSIFICATION WATER QUALITY WATER QUANTrrY FEES Rate per Acre RSF Acres Total $ 1,600.00 1.05 $ 1,680.00 Rate per Acre Acres Total $ 2,900.00 1.05 $ 3,045.00 CREDITS ITEM UNIT QUANTITY 50% UNIT TOTAL PRICE Storm water ped acre 0 0.5 $ 1,600.00 $ Outlet structure each 0 $ 2,500.00 $ SWMPFEE $ 4,725.00 SWMP CREDITS $ - TOTAL SWMP FEE $ 4,725.00 11 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/08/2005 1:51:45 PM Receipt No. 0000053 CLERK: danielle PAYEE: Robert Christensen Christensen Subdivision App Fee 05-44 ------------------------------------------------------- Use & Variance 750.00 Sign Rent 75.00 Sign Escrow 100.00 Total Cash Check 7878 Change 925.00 0.00 925.00 0.00 00"Wo Tree Canopy to Tree Canopy Cover as a Percentage of Total Land Minimum Canopy Coverage Required 16085 ftA2 35 Percent of Percent of Count # Category # Dots Area in Square Feet Parcel Existing Canopy Cover Total Area of Parcel 458 45958 ftA2 100 1 Canopy Cover Area 235 20473 ftA2 45 be Cleared Total Area of Parcel 450 45958 ftA2 100 2 Canopy Cover Area 236 20560 ftA2 45 Remain Total Area of Parcel 458 45958 ftA2 100 3 Canopy Cover Area 233 20299 ftA2 44 Existing Canopy Cover to AverageTotal Area of 2 Average Parcel 1 455 145958 ftA2 1 100 Exisiting Canopy Cover to verage Canopy Cover Remain 17221 ftA2 84 Existing Canopy Cover Area 1 235.0 20444 ftA2 1 45 Tree Canopy to Remain After Site Gradin Minimum Canopy Coverage Required 16085 ftA2 35 Percent of Count # Category # Dots Area Canopy Multiplier Existing Canopy Cover 235 20444 ftA2 100 Total Replacement Existing Canopy Cover to 1502 ftA2 1 be Cleared 35 3049 ftA2 15 rotal Number of Trees to be Planted Exisiting Canopy Cover to I 1 1 Remain 17395 ftA2 85 Existing Canopy Cover 235 20444 ftA2 100 Existing Canopy Cover to 2 be Cleared 37 3223 ftA2 16 Exisiting Canopy Cover to Remain 17221 ftA2 84 Existing Canopy Cover 235 20444 ftA2 100 Existing Canopy Cover to 3 be Cleared 1 35 13049 ftA2 1 15 xisi ing Canopy Cover to Remain 1 17395 ftA2 85 Existing Canopy Cover 235.0 20444 ftA2 1 100 Existing Canopy Cover to Average be Cleared 35.7 3107ftA2 15 xisi ing Ganopy Uover o Remain 17337 ftA2 85 Tree Forestation Plan Minimum Canopy Coverage Required 16085 ftA2 35 Difference in Canopy Covera a 1252 ftA2 Multiplier 1.2 Total Replacement 1502 ftA2 Coverage per Tree 1089 fN2 rotal Number of Trees to be Planted I I 1 1 Tree Preservation Plan Christensen Property 63145-002 December 2, 2005 Jam and Smudge Free Printing WWW.avery.com `1S-Yy AVERY®5160® Use Avery®TEMPLATE 51600 1 -800 -GO -AVERY NICHOLAS M & JUDY A JACQUES 1214 LAKE LUCY RD CHANHASSEN . MN 55317 -9433 SCOTT HEGEL 1180 LAKE LUCY RD CHANHASSEN , MN 55317 -8675 KEVIN L ANDVIK & TONETTE F CLINE-ANDVIK 6606 MULBERRY CIR E CHANHASSEN , MN 56317 -8408 MCDONALD CONSTRUCTION INC 7601 145TH ST W APPLE VALLEY, MN 55124 -5511 DUANE H & MONA R UDSTUEN 6636 MULBERRY CIR E CHANHASSEN , MN 55317 -8408 DAVID F SMITH & LAURA L FRANZEN-SMITH 6645 MULBERRY CIR E CHANHASSEN . MN 55317 -8409 KEVIN J & KATHLEEN C DILLON 6701 MULBERRY CIR CHANHASSEN , MN 55317 -8407 MICHAEL J & HEATHER H MOOTZ 6729 MULBERRY CIR CHANHASSEN , MN 55317 -8407 MATTHEW G & LISA L KLING 6683 MULBERRY CIR E CHANHASSEN , MN 55317 -8409 PAUL A & SHERYLL A KREUTER 1090 CARVER BEACH RD CHANHASSEN , MN 55317 -9529 HELEN JACQUES CIO A SUZETTE LEIZINGER 16010 EXCELSIOR BLVD MINNETONKA , MN 55345 -5408 JEFFREY ROBERT SMITH & CAROLYN WELDON SMITH 6601 ARLINGTON CT CHANHASSEN , MN 55317 -7506 JON G & LAURIE P STECKMAN 1215 LAKE LUCY RD CHANHASSEN . MN 55317 -9433 THOMAS K & ANNE H MCGINN 1121 LAKE LUCY RD CHANHASSEN , MN 55317 -8676 DAVID M & COLLEEN B RONNEI 6666 MULBERRY CIR E CHANHASSEN . MN 55317 -8408 LAYTON B & MADELYN L PAINE 1092 SHENENDOAH CIR CHANHASSEN , MN 55317 -9542 RICHARD C ERSBO 6665 MULBERRY CIR E CHANHASSEN , MN 55317 -8409 STEVEN C & SHARON S VENO 6730 MULBERRY CIR CHANHASSEN . MN 55317 -8406 JEFFREY N & MELISSA A ELDER 6696 MULBERRY CIR E CHANHASSEN , MN 55317 -8408 BRUCE & JULIE MAYER 6693 MULBERRY CIR E CHANHASSEN , MN 55317 -8409 CHRISTOPHER SCOTT EIMAN 1206 LAKE LUCY RD CHANHASSEN , MN 55317 -9433 SYLVESTER & MARY ROERICK 6600 ARLINGTON CT CHANHASSEN , MN 55317 -7506 PETER J & CYNTHIA L MILLER 6605 MULBERRY CIR E CHANHASSEN, MN 55317-8409 PAUL D & ANNE M KAPSNER 6635 MULBERRY CIR E CHANHASSEN , MN 55317 -8409 SCOTT J & JESSICA FREDRICKSON 6681 POWERS BLVD CHANHASSEN . MN 55317 -9513 JENNIE A HAYS 6691 POWERS BLVD CHANHASSEN , MN 55317 -9513 GERALYN M GRUSS 6715 MULBERRY CIR CHANHASSEN , MN 55317 -8407 ROBERT E & DIANE L MARTINKA 6730 GOLDEN CT CHANHASSEN . MN 55317 - NATHAN C O'GORMAN 6687 MULBERRY CIR CHANHASSEN , MN 55317 -8409 MICHAEL J CUCCIA & MARGARET J CUCCIA 6740 GOLDEN CT CHANHASSEN , MN 55317-4601 ®pg�5 ® fid SCANNEO AH3AV-00.008-1, ®09ts 1!jege6 aj zas!i!in w03'fUane'AAAAAA ap!dej a6epas a la a6eainocIpue uo!ssaidwl Impression antibourrage et a s6chage rapide www.avery.com AVERY® 51600 Utilisez le gabarit 51600 1 -800 -GO -AVERY PHYLLIS BETTS 6720 POWERS BLVD CHANHASSEN, MN 55317-9548 ERIC Z & JANETTA M GONG 6699 MULBERRY CIR E CHANHASSEN. MN 55317-8409 RUSSELL G KOHMAN 6730 POWERS BLVD CHANHASSEN, MN 55317 -9548 ROY R & JACQUELINE B ANDERSON 6695 MULBERRY CIR E CHANHASSEN, MN 55317-8409 RUSSELL & BONNIE G SIAKEL 6703 MULBERRY CIR E CHANHASSEN, MN 55317-8407 09L5 ®AUMV a SCANNED A83AV-OD-008-1, wo3,AAOAe-mmm CHRISTOPHER J VANDERPLOEG & JEAN L VANDERPLOEG 6719 MULBERRY CIR CHANHASSEN. MN 55317 -8407 DAVID P SMITH & JULIA A SIMENSON-SMITH 6750 GOLDEN CT CHANHASSEN, MN55317- �P I I I I I ®09 LS 31VId W 31®d+anv asn 6ullulJd aaJi a6pnwS pue wef 0 CITY OF CHANHASSEN STAFF REPORT PC DATE: January 3, 2006 CC DATE: January 23, 2006 REVIEW DEADLINE: January 31, 2006 CASE #: 05-44 BY: A]-Jaff, et al PROPOSAL: Preliminary Plat to Subdivide property into 2 single-family lots with a Variance to allow flag lots — CHRISTENSEN SUBDIVISION LOCATION: Northwest of Golden Court (6710 Golden Court) APPLICANT: Robert Christensen 6710 Golden Court Chanhassen, MN 55317 (952) 474-5864 PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 1.05 acres DENSITY: 1.9 Units per Acre Gross - 2.39 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 1.05 acres into 2 single-family lots, and a variance to allow Two Flag Lots. Notice of this public hearing has been mailed to all property owners within 500 feet. Staff is recommending approval of the request. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi judicial decision. Christensen Subdivision January 3, 2006 Page 2 BACKGROUND Lake Lucy Road site Acres The history of this area started when Golden Glow Acres, located south of Burlwood, decided to develop the property. The owners of the Burlwood property were not ready to sell or seriously consider development alternatives. As a result, City staff completed five Alternative Development Proposals for the Golden Glow Acres property and adjoining parcels dated January 30, 1995. The owner of Golden Glow Acres proposed a private street to serve four homes within his development. Staff evaluated the site and recommended the use of a public street. We also proposed to examine the surrounding area, potential for development, and services to those properties. All options maintained existing home sites, extended utilities, evaluated tree loss, grading, traffic movement, and berms along Powers Boulevard. Ultimately, Option E was selected as the guiding plan to develop the area. The details of this option are as follows: OPTION E This option combines the use of private and public streets to develop the site. It is least disruptive to existing features and also allows for the area to develop, for the most part, independently of each other. Pros Minimizes site grading/filling and tree loss; retains existing topographic features for the most part - Provides a mixture of house types, i.e. walkout, rambler, etc. - Allows for parts of the area to develop independently of the rest - Provides public street access - Curb cuts align with or across from existing driveways - Adequate intersection spacing - Room for berming along Powers Boulevard and Lake Lucy Road - Maintains use of existing driveways - Most likely the most feasible from an economic standpoint - Eliminates long dead-end cul-de-sac Cons - Still requires two or more parcels to replat in order to develop layout V !` L v 2 2 yy�1 Man : T mra nstenso a s tLtme 2i n aa.. 9 Yetlloha ,9 �r 19 12 uJ Kan an lap"(13 � jr�an�ec The Christensen property was slated to develop through the use of two flag lots. This layout is in keeping with a previous City Council recommendation. Christensen Subdivision January 3, 2006 Page 3 PROPOSALISUMMARY The applicant is proposing to subdivide 1.05 acres into 2 single-family lots. The property is zoned RSF, Single Family Residential District. The site is located at the northwest corner of Golden Court and contains a single-family home. Access to the site is proposed off of Golden Court. Subject Property Both lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an average lot area of 18,210 square feet (these are flagtneck lots and the area of the neck is excluded from the overall lot area). City Code requires a variance to allow a flag lot. The development pattern of this parcel was decided in the year 1995 and all the infrastructure was built accordingly. Staff is recommending approval of the subdivision with variances with conditions outlined in the staff report. PRELIMINARY PLAT The applicant is proposing to subdivide a 1.05 acre site into 2 single-family lots. The density of the proposed subdivision is 1.9 units per acre gross and 2.39 units per acre net. Both lots exceed the minimum 15,000 square feet of area, with an average lot size of 18210 square feet. Both proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be served via flag lots. This layout is in keeping with a previous City Council recommendation. Christensen Subdivision January 3, 2006 Page 4 Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. Sediment Control Silt fence should be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences should be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. Street cleaning of soil tracked onto public streets should include daily street scraping and street sweeping as needed. Surface Water Management Fees Water Quality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $1,600/acre. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680. Water Quantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage. Single- family residential developments have a connection charge of $2,900 per developable acre. This results in a water quantity fee of approximately $3,045 for the proposed development. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. GRADING. DRAINAGE & EROSION CONTROL The existing property consists of one lot and two outlots. There is an existing house on Lot 2 which will remain. The proposed grading matches the existing drainage pattern within the area. Runoff will flow overland from the northern portion of Lot 1 to the low point in the driveway of Lot 1. The developer proposes to install an 18" diameter corrugated metal pipe (CMP) culvert under the driveway to facilitate drainage to the existing 18" CMP culvert under the driveway on Lot 2. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. Hydraulic calculations verifying the design of the driveway culverts must also be submitted Christensen Subdivision January 3, 2006 Page 5 The plan must show the proposed lowest floor elevation of the house on Lot 2. Soil boring information must be submitted. The lowest floor elevation must be minimum 3 feet above the highest known groundwater elevation. The plan does not identify any retaining walls. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. The utility plan submitted with the preliminary plans is shown on the grading plan. Due to the complex layout of the existing utilities, a separate utility plan must be submitted prior to City Council consideration of the preliminary plat. It appears that the existing utility information shown on the plan is incorrect. For example, the existing 6" watermain is shown on top of the existing sanitary sewer manhole on Lot 1, the existing sanitary sewer service to the Martinka property is missing and the existing lateral sanitary sewer extending east from the manhole within Lot 1 into the lateral sanitary sewer within the east -west portion of Golden Glow Court is not shown. The 6" watermain from the 90' bend to the proposed service must be public and therefore must have a hydrant at the end of the line and lie within a drainage and utility easement. The portions of the existing public and private utility services to the home on Lot 2 that lie within Lot 1 must be within a drainage and utility easement. The utility plan must include notes where conflicts between services and/or culverts appear. The proposed lot is subject to sanitary sewer and watermain hook-up and connection charges. The lateral connection charges must be paid with the final plat and are as follows (2006 rates): $5,272 (sanitary sewer) + $5,272 (water) = $10,544. The hook up fees must be paid with the building permit and are as follows (2006 rates): $1,575 (sanitary sewer) + $4,078 (water) = $5,653 STREETS Golden Glow Court is a 28 -foot wide urban street within a 50 -foot wide right of way. There are no street improvements associated with this project. The driveway to Lot 2 must be shifted so that it is at least 10 feet from the property line. PARKS AND TRAILS This property lies within the neighborhood park service areas of both Curry Farms Park and Carver Beach Park. The Park and Recreation Director is not recommending any additional Christensen Subdivision January 3, 2006 Page 6 public park or trail services be constructed as a part of this subdivision. In lieu of any public improvements, a park dedication charge of $5,800 will be applicable at the time of platting. TREE PRESERVATION/LANDSCAPING Tree canopy coverage and preservation calculations for the Christensen Subdivision are as follows: Total upland area (including outlots) 1.05 ac or 45,958 SF Total canopy area (excluding wetlands) .44 ac or 20,444 SF Baseline canopy coverage 45% Minimum canopy coverage allowed 35% or 16,085 SF Proposed tree preservation 37% or 17,337 SF The developer meets minimum canopy coverage allowed. No additional reforestation plantings are required. According to ordinance, a minimum of one tree is required in the front yard of each lot. No bufferyard plantings are required. All neighboring land uses are identical. Staff recommends that the tree protection fencing shown on sheet 2 of the preliminary plans dated 12/2/5 be continuous to form a solid barrier around the construction site. COMPLIANCE WITH ORDINANCE - RSF DISTRICT SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the flag lot layout was approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Lot Lot Lot Home Area Width Depth Setback Ordinance 15,000 100' 125' 30' front/rear 10'sides BLOCK 1 Lot 1 19,662 105' 190' 30730' 10' Lot 2 16,759 127' 215' 30730' 10' SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the flag lot layout was approved. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Christensen Subdivision January 3, 2006 Page 7 Finding: The proposed subdivision is consistent with the comprehensive plan and subdivision ordinance. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision is served by adequate urban infrastructure. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause significant environmental damage subject to conditions of approval. The proposed subdivision contains adequate open areas to accommodate house pads. 6. The proposed subdivision will not conflict with easements of record. Finding: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate storm water drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets. VARIANCE Section 18-57. Streets. (q) Flag lots may be permitted in the A2, RR, RSF and R4 if the criteria in variance section 18-22 are met and upon consideration of the following: (I) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. Christensen Subdivision January 3, 2006 Page 8 (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of a private street will permit enhanced protection of the city's natural resources, including wetlands and protected areas. Staff is recommending approval of the flag lots based upon the analysis provided in the background section of the report. VARIANCE FINDINGS Sec. 18-22. Variances. The City Council may grant a variance from the regulations contained in this chapter as part of the plat approval process following a finding that all of the following conditions exist: (1) The hardship is not a mere inconvenience; (2) The hardship is caused by the particular physical surroundings, shape or topographical conditions of the land; (3) The condition or conditions upon which the request is based are unique and not generally applicable to other property; (4) The granting of a variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. Finding: Based upon the analysis within the background section of the report, it is impossible to serve the site with full lot frontage on a public street. Previous City approvals established the flag lot use for this property. The applicant's request is reasonable. Based upon these findings, staff is recommending approval of this variance. RECODMIENDATION Staff recommends the Planning Commission adopt the following motion: "The Planning Commission recommends approval of the preliminary plat for Planning Case 0544 for Christensen Subdivision for 2 lots with variances to allow flag lots as shown on the plans dated received December 2, 2005, subject to the following conditions: 1. A minimum of one tree (21/2" diameter) is required in the front yard of each lot. 2. All areas outside of the grading limits shall be protected by tree preservation fencing. Fencing shall be installed prior to grading and excavation for homes on each lot and located at the dripline or beyond whenever possible. Any trees shown as preserved that are removed or damaged shall be replaced at a rate of 2:1 diameter inches. Christensen Subdivision January 3, 2006 Page 9 3. Silt fence shall be installed along the grading limits along the east edge of the site from the north property line to the rock construction entrance. Two silt fences shall be installed in "smiles" perpendicular to the flow line upstream of the 18" CMP leaving the site to slow the water and prevent discharge of sediment from the site. 4. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 5. Based on the proposed developed area of approximately 1.05 acres, the water quality fees associated with this project are $1,680; the water quantity fees are approximately $3,045. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $4,725.00. 6. Prior to City Council consideration of the preliminary plat, the following changes must be incorporated into the plans: a. All plans must be signed by a Professional Engineer registered in the State of Minnesota. b. The plans must show the proposed lowest floor elevation for Lot 1. c. A separate utility plan must be submitted and must resolve the apparent conflict of the existing 6" watermain over the existing sanitary sewer manhole on Lot 1. d. The utility plan must show the lateral sanitary sewer within the east -west portion of Golden Glow Court to the manhole within proposed Lot 1. e. The utility plan must show the sanitary sewer service to the Martinka property. f. A 20 -foot wide drainage and utility easement must be platted over the existing 6" watermain on Lot 2. The easement shall be centered over the watermain. g. Drainage and utility easements must be platted over the existing sanitary sewer and watermain services to the house on Lot 2 and the Martinka property. The easements shall be 15 feet wide and centered between the sanitary sewer and watermain services. h. The utility plan must include notes where conflicts between services and/or culverts appear. 7. Prior to City Council consideration of the final plat, the developer must comply with the following: a. Hydrology calculations must be submitted and shall include pre- and post -development volume and peak discharge rates for the 2, 10 and 100 -year rainfall events. b. Hydraulic calculations verifying the design of the driveway culverts must also be submitted. c. Any proposed retaining wall over four feet high requires a building permit and must be designed by a Professional Engineer registered in the State of Minnesota. d. Soil boring information must be submitted. e. The driveway to Lot 2 must be at least 10 feet from the property line. Christensen Subdivision January 3, 2006 Page 10 8. Building Official Conditions: a. Separate water and sewer services must be provided for each lot. 9. Fire Marshal conditions: a. Comply with Chanhassen Fire Department Policy Premises Identification (Copy Attached). ATTACHMENTS 1. Findings of Fact. 2. Application and Project Narrative. 3. Public Hearing Notice Affidavit of Mailing. 4. Chanhassen Fire Department Policy Premises Identification. 5. Plans Dated December 2, 2005. gAplan\2005 planning case§W544 chtistensen subdivisioMstaff report pc.doc Date: December 5, 2005 City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 / To: Development Plan Referral Agencies From: Planning Department By: Shatmeen AI-Jaff, Senior Planner Subject: CHRISTENSEN SUBDIVISION: Subdivision of property into 2 single-family lots with Variances on property located at 6710 Golden Court and zoned Residential Single Family. Applicant: Robert Christensen. Planning Case: 05-44 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 2, 2005. The 60 -day review period ends January 31, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on January 3, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than December 21, 2005. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco EXPLORATORY FOR MR. ROBERT CMUSTENSEN JobNo 20060022 5300 HIGHWAY 101 MINNETONKA, MN 55345 952 474 7964 ADVANCE SURVEYING & ENGINEERING CO. 5300 HIGHWAY 101 S. MINNETONKA, MN 55345 PHONE: 952 474 7964 FAX: 952 474 8267 Friday, January 20, 2006 Mr. Robert Christensen 6710 Golden Court Chanhassen, MN 55317 Dear Robert: At your request, we have conducted a preliminary investigation of soil conditions on the property at the locations you specified. The following is a tabulation of data about your site: Site Address: 6710 Golden Court City: Chanhassen Benchmark: Top nut of hydrant as shown Elevation=996.98 Datum: the North American Datum METHODS: The investigation consisted of exploratory soil borings to aid in identifying soil and water conditions. We have indicated the location of the borings on an attached site plan sketch. Borings were taken with a truck mounted CME 45 drill rig using solid stem continuous flight augers. Soils encountered in the borings were visually and manually examined in the field by the soils technician. The soils are classified on the basis of texture and plasticity in accordance with ASTM D2487 "Unified Soil Classification System" and a chart explaining that system is attached. ADVANCE SURVEYING & ENGINEERING CO. 5300 Highway 101 Minnetonka, MN 55345 Phone: (952) 474 7964 Fax: (952) 474 8267 ' January 31, 2006 ' RECOMMENDATIONS, 6710 Golden Court, Chanhassen, Minnesota. The following table shows the results of the borings: SB# TOP FIRM WATER DESCRIPTION 1 1003 999.2 DRY Firm, brown, sandy clay 2 1001 997 DRY Firm, brown, sandy clay Where SB# is the soil boring number, TOP is the elevation of the ground surface where the bor- ing was taken, FIRM is the elevation where firm soils were first encountered in the boring, and WATER is the elevation of any water level found in the boring immediately after boring comple- tion ("DRY" if no water found) The firm soils that were first encountered in the borings at the elevation listed in the "FIRM" col- umn are suitable for the support of your proposed structure. It is our opinion that these soils are capable of supporting footings proportioned to place no more than 2000 pounds per square foot on them. I STANDARD CAUTIONS & LIMITATIONS: ' We measure the depth of any ground water that may have accumulated in the borings, immediately at completion of the borings. We do not monitor the ' borings over a period of time. Borings left open are a hazard to pedestrians and livestock, leave an opening for pollutants, and usually cave in rendering any measurements of little value. The water levels we observe are thus only an indication of an immediate and rapid flow of water into the borings indicating that a drain tile system might be over taxed in such soils. Slow ' inflows may not be detected and variations in rainfall can affect ground water levels. ' While it is our opinion that a properly designed and installed drain tile system and submersible sump pump will keep most basements dry and should be a ' standard part of all new construction, we make no guarantees in this regard. Of necessity, the area of the borings in relation to the area of the site and the ' depth of the borings are limited. Suggestions and recommendations of this report are opinions based on data obtained from the borings. If upon excavation, conditions that are not consistent with the borings are revealed, it is agreed that you will notify us so that we may gather further information and modify our opinion or indicate that no modification is necessary in a written addendum to this report; or failing to engage our services to prepare such written addendum, it is agreed that you proceed at you own peril. If we may be of further assistance in evaluating this data, kindly contact us at your convenience. I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the Laws of the State of Minnesota. Advance Surveying & Engineering Co. i James H. Parker, P.E. & P.S.; No. 9235, President UNIFIED SOIL CLASSIFICATION SYSTEM (CL) Inorganic clays of low to medium plasticity, sandy clays, silty clays (SW) Well graded sands and gravely sands, little or no fines (SP) Poorly graded sands and gravely sands, little or no fines ' (GW) Well graded gravels and gravel -sand mixtures, little or no fines (SC) Clayey sands, sand -clay mixtures ' (GC) Clayey gravels, gravel -sand -clay mixtures (SM) Silty sands, sand -silt mixtures (OL) Organic silts and organic silty clays of low plasticity ' (OH) Organic clays of medium to high plasticity (Pt) Peat, muck, and other highly organic soils ' (ML) Inorganic silts, rock flour, silty or clayey fine sand (CH) Inorganic clays of high plasticity, fat clays (MH) Inorganic silts, micaceous or diatomaceous silts, elastic silts (GP) Poorly graded gravels and gravel -sand mixtures, little- or no fines SOIL BORING NUMBER 1 JOB NUMBER: 20060022 DRILL DATE: 01/19/2006 BY: MAS DEPTH ELEV DESCRIPTION W N 0 1003 DRY i 1002 2 1001Soft, dark brown, 3 1000 4 999.2 5 998.2 6 997.2 7 996.2 8 995.2 9 994.2 brown, 10 993.2 11 992.2 12 991.2 13 990.2 14 989.2 15 988.2 SOIL BORING NUMBER 1 (continued) JOB NUMBER: 20060022 DRILL DATE: 01/19/2006 BY: MAS DEPTH ELEV DESCRIPTION W N 16 987.2 17 986.2 1 Firm, brown. sandy clay (CL) 18 985.2 19 984.2 20 983.2 21 982.2 22 981.2 23 980.2 24 979.2 25 978.2 26 977.2 27 976.2 28 975.2 29 974.2 30 973.2 Soft, dark brown, clay (CL) Firm, brown, sandy clay (CL) SOIL BORING NUMBER 2 (continued) JOB NUMBER: 20060022 DRILL DATE: 01/19/2006 BY: MAS DEPTH ELEV DESCRIPTION WIN brown, 16 985Firm, 17 984 18 983Firm, brown 19 982 20 981 21 980 22 979 23 978 24 977 25 976 26 975 27 974 28 973 29 972 30 971 t ! �N I 8WD48 W Sou Melt wa,,eram «moo Ma.O :t / J---------- 0 EL, 03.2 �e� \ I TP �°��i`Ngo\ i N \ Ow/ Sg�L BORING01 �2/p -a 0, N= ! ELEV=�O.7� l =� I //YN // ✓ /J�5/ ea 11 07 "'T- r / I a / For the purpose of this survey, west rr line of the Northwest Quarte of the a! a ' southeast a;arter. has en a6sumed bearing So h % y — — — — of N01410'23'E r r r M'H9%9 i R . 6. \- ��, f r 2s N 88'OS�B"'p\ // Ba spa Br the 230 ofd° north 230 yt of ^'fieal'"'eWMaml.afttj�aorter ae N' ' ay.991M i OWNER / SUBDIVIDER ROBERT CHISTENSEN 6710 Powers B.le Cnanhaesen. Minneseb 55317 (952) 474-7601 SURVEYOR SCHIOELL & MADSON, INC. 10560 waym Bowe9ard Y'nnsopalia. M"xmesala 55305 (952) 546-7601 The North 230 feet of the West 140 feet of the South 904 feet of that port of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116, Range 23. Carver County, Minnesota, lying west of the Chanhassen and Excelsior Public Road WIW. Outlot A and that port of Lot 6, Block 1, Bullwood, Carver County, Minnesota lyning soutwesterly of the following described line: Commencing at the westerly northwest comer of said Lot 6; thence South O degrees 23 minutes 15 seconds West, an assumed bearing along the most westeliy line of said Lot 6 a distance of 122.17 feet to the northwest comer of Outiot A and the point of beginning; thence South 31 degrees 13 minutes 07 seconds East 57.10 feet to the westerly fine of Golden Glow Court and there temninotng. Outlot 8, Burtwood, according to the recorded plat thereof. ZONING =RSF - SINGLE FAMILY RESIDENTIAL AREAS TOTAL PLAT - 45,957.66 SQUARE FEET / 1.05 ACRES LOT 1, BLOCK 1 a 24,401.95 SQUARE FEET / 0.56 ACRES LOT 2, BLOCK 1 e 21,555.71 SQUARE FEET / 0.49 ACRES TREE LEGEND Humber following abbredation denotes ealknated dwmetw, n kwhes, Wae feet o 9rannd IeM. The aeceW numbs (d any) denotes the rwmba a hk unof thet k%:atkn (t denotes a dead tree). Number fWoweng sxuk denotes R's aeeeter n feel Q�,/ Denotes deck] a x tree. C] Denotes sh,,b. *rs Denotes caniterotree � `"-"'� D .tes tree line /A Denotes Ash E .Ple: AV Denotes Arbor Vtoe Bal BF DOBE62 enotes een R BA Denotes Barnwood IN Denotes Wch BE Dentes Box Oar ON=at" Bufteswt BU at. Bush CA Denotes Catalpa OR Denotes Cede CH Denotes Chert, CN Denotes Cottonwood DG Dawes Dogs'aad EL Denotes Etre, FR Denotes Fruit (#t Denotes Gin ke H Devotee Hockbary HC D .les Horee Chestnut R Denotes Hickory IR Denotes konwood AI Denotes Junge KC Devotes Kevtuei, Coffee U Denotes flat W Denotes L..t en M Dotes MWI. W Denotes Mug. Pne 0 Denotes oak R Denotes Pine PO Devotes Poplar RO Denotes Russian 011w SM Denotes Aver Maple SP Denotes Spruce TO Denotes Tree Dedduars M Denotes Tree Ewe rem WA Denotes walnut IN Denotes M.. N VICINITY MAP N ANT VIEW � No 5<o e / NOTES a / For the purpose of this survey, west 1 line of the Northwest Quarte of the a! a ' southeast a;arter. has en a6sumed bearing So h % y — — — — of N01410'23'E M'H9%9 2. The field sone, of this site was completed WE m September 30, 2004 & Nowxrnber 29, M. I 2005. _ Mw`989.1<9 .. ! p N ur ! A E F£s :..J ri✓� W Ra W.N _!1F C J 1 I u i H 90 4a 1 W"as ice) TREE LEGEND Humber following abbredation denotes ealknated dwmetw, n kwhes, Wae feet o 9rannd IeM. The aeceW numbs (d any) denotes the rwmba a hk unof thet k%:atkn (t denotes a dead tree). Number fWoweng sxuk denotes R's aeeeter n feel Q�,/ Denotes deck] a x tree. C] Denotes sh,,b. *rs Denotes caniterotree � `"-"'� D .tes tree line /A Denotes Ash E .Ple: AV Denotes Arbor Vtoe Bal BF DOBE62 enotes een R BA Denotes Barnwood IN Denotes Wch BE Dentes Box Oar ON=at" Bufteswt BU at. Bush CA Denotes Catalpa OR Denotes Cede CH Denotes Chert, CN Denotes Cottonwood DG Dawes Dogs'aad EL Denotes Etre, FR Denotes Fruit (#t Denotes Gin ke H Devotee Hockbary HC D .les Horee Chestnut R Denotes Hickory IR Denotes konwood AI Denotes Junge KC Devotes Kevtuei, Coffee U Denotes flat W Denotes L..t en M Dotes MWI. W Denotes Mug. Pne 0 Denotes oak R Denotes Pine PO Devotes Poplar RO Denotes Russian 011w SM Denotes Aver Maple SP Denotes Spruce TO Denotes Tree Dedduars M Denotes Tree Ewe rem WA Denotes walnut IN Denotes M.. N VICINITY MAP N ANT VIEW � No 5<o e Form No. 29•M–QUIT CLAIM DEED Minnesota Uniform Ind twWal(s1 'to Co_rporation— ��+ or Partnership � n,— A r No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed (A ) not required Certificate of Real Estate Value No. J to u A�IC�rlc, ,�il,h d[vta+1� County Auditor by`(�iLul t v Deputy STATE DEED TAX DUE HEREON: $ 1— Date: '-2 2 —O Cv }�— Blanks (1978) (reserved for recording data) M S. EMT" FOR VALUABLE CONSIDERATION, McDonald Construction Inc. ,Grantor (s), (marital statue) hereby convey (s) and quitclaim (s) to Robert & Ethelyn Christensen , Grantee, a a husband & wifed�naTTAmiAltrsunder the laws of Minnesota real property in Carver County, Minnesota, described as follows: That part of Lot 6, Block 1, Burlwood, Carver county, Minnesota lying southwesterly of the following desribed line: Commencing -at the most westerly northwest corner of said Lot 6: thence south 0 degrees 23 minutes 15 seconds West, on assumed bearing along the most westerly line of said Lot 6 a distance of 122.17'feet to the northwest corner of Outlet A and the point of beginning: thence South 31 degrees 13 minutes 07 seconds East 57.10 feet to the westerly line of Golden Glow Court and there terminating. Parcel Area - 36 square feet ,5,[= f 3.fiA)S IS 9S7,-, OCL-es5 it rv-rp,L, Ga,vSebP AT7'o R.-� 1=,Vk_ '77=1, 5 AW14VO1J (if more space Is needed, continue on beck) together with all hereditaments and appurtenances belonging thereto. oaid on1Datg) Conservation Fee Paid MARK LUNDGREN STATE OF MINNESOTA C:ant'rAil) udito, Ss. COUNTY OF hn V,4, t 0�- f t was by NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RANK) � � BARBARAL.STRAUSS NOTARY PUBLIC -MINNESOTA 1 .+ My Commission Espires Jan. 31, 2010 i i t THIS WSTRUMENT WAS DAAFTHD —BY AND ADDR McDonald Construction, Inc. 7601 145th St. W. Apple Valley, MN 55124 LLQ M.C me thisay of 4arC�'. , w_, Grantor (s). rI 44 "316NATURE OF PERSON TAKING ACKNOWLEDGMENT be sent to (Include nuns and :Aei.n odescribed O Grantee): this lmtrwnen! should CoaE51r-7- �71 r;2 00C-Perz-' Form No. 28-M —_QUIT CLAIM DEED Individual (sl to Corporation or Partnership Minnesota Uniform Conveysnclna Blanks (1918) No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( ) not required Certificate of Real Estate Value No. ,19 County Auditor by Deputy STATE DEED TAX DUE HEREON: $ Date: ,19 (reserved for recording data) W 1100TH FOR VALUABLE CONSIDERATION, McDonald Construction, Inc. Grantor (s), (marital status) hereby convey (s) and quitclaim (s) to Ethelvn Christensen , Grantee, a a husband & wife underthelawsof Minnesota real property in Carver County, Minnesota, described as follows: That part of Lot 6, Block 1, Burlwood, Carver county, Minnesota lying southwesterly of the following desribed line: Commencing at the most westerly northwest corner of said Lot 6: thence south 0 degrees 23 minutes 15 seconds West, on assumed bearing along the most westerly line of said Lot 6 a distance of 122.17 feet to the northwest corner of Outlet A and the point of beginning: thence South 31 degrees 13 minutes 07 seconds East 57.10 feet to the westerly line of Golden Glow Court and there terminating. Parcel Area - 36 square feet (if more space is needed, continue on back) together with all hereditaments and appurtenances belonging thereto. .1rri>. lhtrcf 'rax Stamp here (Ayc•t kc&A'A C"nS�(�;6V1InL- STATE OF MINNESOTA 1 ss. COUNTY OF .nn �.�`a T e,fore oing inst}�r}u-ment was acknowledged before me this By of r, ck" #!�, by A ��XU/?hln �i i Grantor (s). NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RANK) BARBARA L.STRAU]2010 NOTARY PUBLIC - MINNES My Commission Expires Jan. 31 I 1 THIS INSTRUMENT WAS DRAFTED BY (NAME AND ADDRESS); McDonald Construction, Inc. 7601 145th St. W. Apple Valley, MN 55124 SIGNATURE OF PERSON TAKING ACKNOWLEDGMENT Tex Statement, for the red property described In this Instrvment should be sent to (Include name and address of Grantee); City Clerk's Certification Pursuant to M.S. 272.162 The undersigned hereby certifies: (Check one of the following:) _ That City subdivision regulations do not apply to this instrument. That the subdivision of land affected by this instrument has been approved by the governing body of the City of Chanhassen. That municipal restrictions on the filing and recording of this instrument have been waived by a resolution of the governing body of the City of Chanhassen. That this instrument does not comply with municipal subdivision restrictions and the affected land and its assessed valuation should not be divided by the County Auditor. Dated: , By Depu lerk Printed Name �1nn2WT-\ ca r m Ust tot: �-eec O k e4eca. =0 `P I\) -#-- 2-1-152C'580 r HARRY S. JOHNSON [J LAND SURVEYORS 4063 1.yndnle Ave. So. Bloomington, MN, .55420 ph6ne:352-1584-5541 tox:952-884-5344 Parcel Survey for McDONALD CONSTRUCTION N P4'p'T� y I 6, Block 1, BURT -W000, Carver County, Minnesota lying southwesterly of the following desetibgd line: Commencing at the most •11 West, an nw%a Tried bearing r I SO'1]Yj'W POC A MOSIT WsltRLY the wastarly line NOR NWERT CORNER LOT 6, Golden eLaG( 1, eURLVgrgl_�LJI VAV �/\Jv MOST NCSTERLY LME Lai 6 -- Il LOT 6 O ly N , II t2 II I !y'rJ I I i I I Pae • NORTHWTST CORNLN OIJILnl A.-'' / �.._ ``s 1$U} ULOCK +. OURLW000 •/_ r +1\JVI,_LJL_IN VL,V VV r a 1GP( ft•,`�0 �065t 00 a.171n2 RK0.00 - P.9430 < �.N 71'9Y E ev}�f�os' .^. .15. s r. I LEGAL DESCRIPTION: 'hal port of Lot 6, Block 1, BURT -W000, Carver County, Minnesota lying southwesterly of the following desetibgd line: Commencing at the most westorly northwest corner of said Lot 6; thence South 0 degrees 23 minutes iS seconds West, an nw%a Tried bearing along the most westerly line of said Lot 6 a distance of 122.17 feet to the northwest corner of Outlot A and the point of beginning; thence South 31 degrees 13 minutes 07 seconds East 57;10 feet to the wastarly line of Golden Clow Court and there terminating. Parcel Arco - .36 square feet CERTIFICATION I hereby certify (hot this survey, pion or report was prepared by me or under my direct supervision and thol I am o duly Registered Land Surveyor under the low; of the State of Minnesota. 0nie: March 21, 2006_ .. _ ThnmaR E. Hodorfl, L.S. MN Req. No, 23677 X SCALE: NONE JOB NO: 2005303.DWG d _ VVES+VS8+ZS6 S2dW,3Ad s f SH H08A Hd95 - it 9W— l Z—E DESCRIPTION FOR: Robert Christensen RSchoell Madson Planning Engineering Surveying DESCRIPTION 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 554 Third Street NK Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F763-241-8351 www.schoellmadson.com CHANHASSEN ECEIVED ,, 6 zoos .,asEN PLANNING DEPT The North 230 feet of the West 190 feet of the South 904 feet of that part of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116, Range 23, Carver County, Minnesota, lying west of the Chanhassen and Excelisior Public Road, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota AND Outlots A and B, Burlwood, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. Non -Scannable Item Item Description Folder Number Folder Name Job Number 232-29 Box Number 'o o (n 7 1 I t�� 1 � 1 t F r" 1 � ' t�tili�1111i,'i 11 � 111 —The north line of the south 904.0 feet of the Northwest Quarter of the 1 13 N 88'0 '48" W / Southeast Quarter 190.03 If — p } /Op PI 10 t I I BE 8 A82 1 CH 10 C}" ! PIB a _ -- Y �� SUBDIVIDER 1 BE 8 OWNER / WT6D ( ., � � � � 1 �BE '14 e 0 " �VVJ/ �A TOA 0 EL 16 ROBERT CHISTENSEN t ! A 18 A 12 (DI 6710 Powers Boulevard fTo iz( ' � �" e � 0 __ Chanhassen, Minnesota 55317 01ELa p (j� ---------- I (952) 474-7601 f/EL 6 - --- n4Z EL fi I TD //0 F + i � SA 12TD 8.r/4 A 10 f/jA 12 I f S OH 8EL 6 q f fff \J / V 1oz 6 f f (ryf /DEL 8 i ^ :MV WL/1o�A 14jTDp If / A O U.)f - - - _II ...__i O Jrf /12j Z 70: 1a O 0 Z BE _ EL CR i N Lu�o A 10 O N [[[[(((( ! J ({% //! `-1-J f/ A 6 r EL y1 )0 •r • O /2/ / f ! J A A 8 0A 10 ,r•� N O \J If A 101/ Z -,- /J j OR 12 /'�*-L 7 EL 6 ` / . _ /• _ - / \\ A fi / •"D TD 6 ./ t # 0 �'... /`.`l-_-_. O 1 _ -... BA V O �� { . }A 6 1Jf ( O A. ZZ A 10 1 BE 10 QI ,,•,Sv�,� N ! 0995 V6.2 CS0 BA q ••. / " a 11 o�- C 4 a — = -� v1 m 3:c �Q 1 /------SAN-----S _— rr�u 10-»> \ 1 18" CMP HYD. \'J.1=992.69 . \ .=992.69 W J d 111 12 f r �5 N `� •��::: t pro^ a• 24� -- � 18" CMP i = -' ---- INV=992.21 —'' - 215.02 -- � � + �_E � N 88'03'48" r - The south line of the north 230 feet of ! <` the south PO4.0 feet of the Northwest 4 Quarer of the S�utheast )Quarter �— CMP 21" � A INV=991.44 SCHOELL & MADSON, INC. ENGINEERS * SURVEYORS * PLANNERS SOIL TESTING * ENVIRONMENTAL SERVICES 10580 WAYZATA. BOULEVARD, SUITE 1 MINNETONKA, MN 55305 (952) 546-7601 FAX: (952) 546-9065 COPYRIGHT ® 2002 — J \1 CMP 21" INV=991.15 \__ F.E.S. 18" INV=9Q0.70 - L TrI bi q. NO. DATE • DESCRIPTION off� 0 SAN MH / — -SAN INV-988.9 WE ,B 21M=999.00 N V=994.4 ;,. CB :I. RIM=999. 9 INV=995.] RM MH I 'r •,: t=MQR R7 988.6 W .c ... STORM MH RIM= 1002.18 \ INV= 91.2 �— —sr - This drawing has been checked and reviewed this day of 20 by JOB BOOK NUMBER: (134-91) FIELD BOOK: 121 PAGE: 46 DESCRIPTION SURVEYOR SCHOELL & MADSON, INC. 10580 Wayzata Boulevard Minneapolis, Minnesota 55305 (952) 546-7601 The North 230 feet of the West 190 feet of the mouth 904 feet of that part of the Northwest Quarter of the Southeast Quarter of Section 2, Township 116, Range 23, Carver County, Minnesota, lying west of the Chanhassen and Excelsior Public Road. AND Outlot A and that part of Lot 6, Block 1, BurlwooJ, Carver County, Minnesota lyning soutwesterly of the following described line: Commencing at the westerly northwest corner of said Lot 6; thence South 0 degrees 23 minutes 15 seconds West, an assumed bearing along the most westerly line of said Lot 6 a distance of 122.17 feet to the northwest corner of Outlot A and the point of beginning; thence South 31 degrees -13 minutes 07 seconds East 57.10 feet to the westerly line of Golden Glow Court and there terminating. Outlot B, Burlwood, according to the recorded plat thereof. ZONING = RSF — SINGLE FAMILY RESIDENTIAL AREAS TOTAL PLAT = 45,957.66 SQUARE FEET / 1.05 ACRES LOT 1, BLOCK 1 = 24,401.95 SQUARE FEET / 0.56 ACRES LOT 2, BLOCK 1 = 21,555.71 SQUARE FEET / 0.49 ACRES NOTES 1. For the purpose of this survey, the west line of the Northwest Quarter of the Southeast Quarter, has an assumed bearing of N01'00'23"E. 2. The field survey of this site was completed on September 30, 2004 & November 29, 2005. W N S E 20 0 10 20 - .40 (SCALE IN FEET ) LOCATION 6710 POWERS BOULEVARD CHANHASSEN, MN. 55317 TREE LEGEND Number following abbreviation denotes estimated diameter in inches, three feet above ground level. The second number (if any) denotes the number of trunks at that location (1 denotes a dead tree). Number following shrubs denotes it's diameter in feet. ODenotes deciduous tree. ( Denotes shrub. Denotes coniferous tree. Denotes tree line. A Denotes Ash Example: AV Denotes Arbor Vitae BF Denotes Balsam Fir 0BE.8.2 BA Denotes Basswood BI Denotes Birch BE Denotes Box Elder BN Denotes Butternut BU Denotes Bush CA Denotes Catalpa CR Denotes Cedar CH Denotes Cherry CN Denotes Cottonwood DG Denotes Dogwood EL Denotes Elm FR Denotes Fruit GN Denotes Gingko H Denotes Hackberry HC Denotes Horse Chestnut HI Denotes Hickory IR Denotes Ironwood JU Denotes Juniper KC Denotes Kentucky Coffee LI Denotes Lilac LO Denotes Locust M Denotes Maple MP Denotes Mugo Pine 0 Denotes Oak PI Denotes Pine PO Denotes Poplar RO Denotes Russian Olive SM Denotes Silver Maple SP Denotes Spruce TD Denotes Tree Deciduous TE Denotes Tree Evergreen WA Denotes Walnut WI Denotes Willow VICINITY MAP E CHRISTMAS LAKE 0 SITE --7t] W LAKE LUCY� CLIENT N ASANT VIEW RD. No Scale o CARVER BEACH ROAD m O n ROBERT CHRISTENSEN C KA I Ppn.IP_rT Nin F;_�14r,_n ? REMOVE EXISTING E —The r TREE (TYP) of the quarter of r t 5062 I ��BE B 7�054 (!QE 14.5053 f'1A010 1 O ' I ,:as I _ _ I � 061 10 '4J �II ��.� �C5 r 1187 7 . �... 1 B �O O�6 8 ..... ...�..... ��l?012 't''•--- 6163 5088 �'� UL-O-J�•^• To 501? L T 1 5060 ,`' , � T- I' I O A 8 •. ' 5055 _– r EL 8 5049 506 / 6 /50 A 8 61 6 I 780 A 1, i / Ti/5059 ' A 12' i r' i 186` 179 ' 7 J . / I, 6089 8.31 8 r I �1 888 077 ) ' v ' ♦ 056 .'CA'' _ll TD, 8 % 7•..056 H 8 _.. 80.� 5047 6165' I A16t S� 18:2 O L 6 50461 - - 6 / 1 / O I�''��4 14 09b 5076' / t` 5083.`0 /, /.45 ,D 8 TO. 0 6185 ,` r 503 r / 5044 A 10.2 �BI 6 . A B Q 0p / A ., 6 043 i v� p 35 x 5098 /� 5075 r 5032 O O ��a / A 8<, 6088 5031 ID TREE PROTECTION;i. /6 FENCE (TYP.) .. ...... I o (10 �., 5030 C)�O _ SO 10 — O On - Q 10, �- 50-2-91JfD5217 –r / I 5024 1 — 040 lr p°6s Z A° moo \_ 0p �N \ \ AS0 A06 2 M I -�\ _O BE2I 5.1 La ry 2�N } 1 4 i I I �MIfV•;��IS GR/ �y _ -_---- � ~ �-- -1000— _ r f --995 / 10------------ I S'` - - r--°95---� 1E34 cMP INV=992.21 1 V y , r 1 , / / f _–The south line Or the north 230 fefl of � i the south04.0 Beet of thlo Northwest \ 011a�ter of/the SO4utheastlrxuorter L CMP 21- INV-991-44 1"INI=391-44 W N M S 20 0 10 20 40 (SCALE IN FEET ) Revisions Date: Description: Dy: Date: Description: By: '10 TREE PROTECTION —FENCE (TYP.) 6082 (I 6 ! 6081 x A ■ SIGNIFIGANT TREE TABLE PROTECT PROTECT PROTECT PROTECT TREE SPFCIFS CALIPER nR TREE SPFCIFS CALIPER OR TREE SPECIES CALIPER OR TREE SPECIES CALIPER OR INUMCtK LEGEND JILL REMOVE 5015 MAPLE 12" PROTECT 5016 MAPLE 12" REMOVE 5018 MAPLE 10" REMOVE 5019 MAPLE 12" PROTECT 5020 BOX ELDER 10" REMOVE 5022 '10 TREE PROTECTION —FENCE (TYP.) 6082 (I 6 ! 6081 x A ■ SIGNIFIGANT TREE TABLE PROTECT PROTECT PROTECT PROTECT TREE SPFCIFS CALIPER nR TREE SPFCIFS CALIPER OR TREE SPECIES CALIPER OR TREE SPECIES CALIPER OR INUMCtK LEGEND JILL REMOVE 5015 MAPLE 12" PROTECT 5016 MAPLE 12" REMOVE 5018 MAPLE 10" REMOVE 5019 MAPLE 12" PROTECT 5020 BOX ELDER 10" REMOVE 5022 ASH 10" PROTECT 5023 ELM 10" PROTECT 5024 ELM 10" PROTECT 5029 BOX ELDER 10" PROTECT 5030 OAK 10" PROTECT 5031 IBOX ELDER 8" PROTECT 5032 ASH 12" PROTECT 5033 OAK 8" PROTECT 5034 ASH 8" PROTECT 5035 BOX ELDER 10" REMOVE 5036 ASH 10" PROTECT 5037 ASH 8" PROTECT 5038 ASH 10" PROTECT 5039 ASH 10" PROTECT 5040 ASH 22" REMOVE 5042 ASH 14" PROTECT 5043 ASH 8" PROTECT 5044 ASH 16" PROTECT 5045 ASH 2-10" PROTECT 5046 ASH 14" PROTECT INUMCtK LEGEND JILL REMOVE 5047 ELM 8" PROTECT 5049 ELM 6" PROTECT 5050 ELM 16" PROTECT 5051 ASH 10" PROTECT 5052 ASH 12" PROTECT 5053 ASH 10" PROTECT 5054 BOX ELDER 14" PROTECT 5055 ELM 8" REMOVE 5056 CHERRY 8" REMOVE 5057 ASH 2-10" REMOVE 5058 ASH 14" REMOVE 5059 ASH 12" REMOVE 5060 ASH 8" REMOVE 5061 ASH 18" REMOVE 5062 BOX ELDER 8" PROTECT 5063 CHERRY 10" PROTECT 5064 BOX ELDER 8" PROTECT 5065 ASH 2-8" PROTECT 5066 ASH 8" PROTECT 5067 ASH 10" REMOVE 6083 Baa ■TREE PRESERVATION NOTES � 6 X I 1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE Xn�B / TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE PROTECTION / MEASURES. B A8 C 2. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND /. IS TO BE PLACED OUTSIDE OF THE DRIP UNE OF ALL SIGNIFICANT TREES TO BE SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NET BE MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT. HEAVY DUN SILT FENCE l p0f� C� SHALL BE USED FOR TREE PROTECTION FENCE. M=7-4 8 /�� 3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN THE I. . I / ( DRIP UNE AREA OF ANY TREES THAT ARE TO BE SAVED. I j 4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE M ;6 WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS. _ 5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE LOCATED HYD. r \ �- - - OUTSIDE OF ANY TREE PROTECTION AREA. 6. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1. X i I ( + ! 7. IF WOUNDING OF OAK TREES OCCUR, A NON-TOXIC WOUND DRESSING MUST BE APPLIED 10 'II[( IMMEDIATELY. (EXCAVATORS MUST HAVE A NON-TOXIC TREE WOUND DRESSING WITH THEM ON / DEVELOPMENT SITES.) / SAN MH RIM=999-4 B. HEAVY -DUN SILT FENCE SHALL BE STAKED AT THE DRIPLINE OF EXISTING TREES TO BE INV=988.9 SAVED. 9 IN REMOVED WILL BE SITE CHIPPED. TO BE REMOVED. TREES k SHRUBS MUST ER l y � J CMP 21" INV=991.15 ��--F.E.S. he' ENV=9Q0.70 (I NUMLJtK LEGEND JILL REMOVE 5068 ASH 12" PROTECT 5069 ASH 14" PROTECT 5070 ASH 8" PROTECT 5075 ASH 8" PROTECT 5076 ELM 10" PROTECT 5077 ELM 8" PROTECT 5078 ASH 10" PROTECT 5079 ASH 3-8" PROTECT 5080 PINE 10" PROTECT 5081 BIRCH 6" PROTECT 5082 PINE 8" PROTECT 5083 PINE 8" PROTECT 5084 PINE 10" PROTECT 5086 BIRCH 8" PROTECT 5087 OAK 8" PROTECT 5088 12" PROTECT 5089 6" PROTECT 5090 8" PROTECT 5091 8" PROTECT 5092 CEDAR 6" PROTECT INUMCtK LEGEND JILL REMOVE 6084 ELM 6" PROTECT 6085 ELM 6" PROTECT 6086 6" PROTECT 6087 ASH 2-6" REMOVE 6088 ELM 6" PROTECT 6089 ELM 6" PROTECT 6090 ASH 6" PROTECT 6091 ASH 6" PROTECT 6164 ELM 6" PROTECT 6165 ELM 6" PROTECT 6166 shrub. 6" 1 PROTECT 6180 ASH 5" PROTECT 6181 ASH 6" PROTECT 6185 BIRCH 6" PROTECT 6217 OAK 42" PROTECT ■TREE LEGEND ■ TREE PROTECTION Number following abbreviation denotes estimated diameter in inches, three feet above ground level. The second PLAN numberIf any) denotes the �1 number of trunks at that "•' ` n Y location denotes a dead tree). ~ Number following shrubs denotes it's diameter in feet. 1 Denotes deciduous tree. { Denotes shrub. H '•A` �t`?J.•, TREE DRIPLINE V • Denotes coniferous tree. iw� Denotes tree line. .. ? ' "' • "• FENCE OUTSIDE V� Example: >' a' " OF DRIPUNE A Denotes Ash HI Denotes Hickory ELEVATION EXISTING TREES TO AV Denotes BF Denotes Arbor Vitae Balsam Fir IR JU Denotes Denotes Ironwoods Juniper ° S ° e REMAIN BA Denotes Basswood KC Denotes Kentucky Coffee ! d d TREE DRIPLINE BI Denotes Birch LI Denotes Lilac BE Denotes Box Elder LO Denotes Locust °l�; " BN Denotes Butternut M Denotes Maple a o" g °: BU Denotes Bush MP Denotes Mugo Pine CA Denotes Catalpa 0 Denotes Oak ° CR Denotes Cedar PI Denotes Pine FENCE CH Denotes Cherry PO Denotes Poplar CN Denotes Cottonwood RO Denotes Russian Olive DG Denotes Denotes Dogwood Elm SM SP Denotes Denotes Silver Maple Spruce INSTALL TREE PROTECTION FENCE PRIOR TO ANY CONSTRUCTION EL FR Denotes Fruit TO Denotes Tree Deciduous ACTIVITY. DO NOT STORE ANY EQUIPMENT OR MATERIAL°: WITHIN THE GN Denotes Gingko TE Denotes Tree Evergreen PROTECTED AREA. REMOVE THE FENCE ONLY OPERATIONS ARE COMP[ FTFD- AFTER CONSTRUCTION WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Dater 12.2.2005 Reg. No. 26980 Designed By: I Drawn By: I Checked By: -- c r, k1i I ��` ��, F ri � e, q �. bK1R.a»a�4 - , Schoell & Madson, Inc. Engineering • Surveying • Planning wwwschoelmadeoncom 10580 Wayzata Boulevard, Site 1 554 Third Street NW, Suite 100 Mnnespole, Lftmota 55305-1525 tic Fiver, bFvheota 55330-1409 phom (952) 546-7601- fax: (952) 548 -WW phom (763) 241--0108 - fax (952) 548-9065 ROBERT CHRISTENSEN 6710 POWERS BLVD. CHANHASSEN, MN 55317 952.474.5864 Project Name/Locatlm- CHRISTENSEN SUBDIVISION 6710 POWERS BLVD. Date: 12.2.05 Sheet Title: Sheet: TREE PRESERVATION PLAN 2 4 Of SMI Project Number: 63145-002 DRAINAGE AND UTILITY EASEMENT EXISTING LOT LINE 30' REAR YARD SETBACK FOR BUILDABLE AREA 10' SIDE YARD SETBACK FOR BUILDABLE AREA LLA PROPOSED DRAINAGE AND DTII 1TY 1 ' EXISTING TREE TO BE REMOVED. SEE TREE PRESERVATION PLAN FOR 1 ADDITIONAL INFORMATION 10' SIDE YARD SETBACK FOR EXISTING LOT LINE ----The north line of the south 904.0 feet BUILDABLE of the Northwest Quarter of thr AREA N 88°03'48" W Southeast Quarter EXISTING LOT LINE 190.03 PI 10 O_ BI 6 D PI 10 X8.2 SE 1110— TD 86 I 60'x60' HOUSEV PAD iV! 6 BE e �'`� DBE i4 ,o PROPOSED %�1 7A ,0 DRAINAGE AND TD B I LOT 1 .............-....�..+..y.... �.., P(�l.AJ12 t.,J EL i6 UTILITY TD 1z \✓ D 19 662 SF ' I I EASEMENT 1 EL 6 I /' I EL 6 30' FRONT 10 I \ L 42 t0 LO 10 6 10 10 LESTER–KILKENNY EASEMENT 2-6% SLOPES KB2: LESTER–KILKENNY LOAMS, N � 6 M N LOAMS, 0 0 3 - p N co O 2-6% 1n g a; LESTER–KILKENNY � c I 2-6% 30' REAR YARD SETBACK FOR BUILDABLE AREA EXISTING LOT LINE 190.03 PI 10 O_ BI 6 D PI 10 X8.2 SE 1110— TD 86 I 60'x60' HOUSEV PAD iV! 6 BE e �'`� DBE i4 ,o PROPOSED %�1 7A ,0 DRAINAGE AND TD B I LOT 1 .............-....�..+..y.... �.., P(�l.AJ12 t.,J EL i6 UTILITY TD 1z \✓ D 19 662 SF ' I I EASEMENT 1 EL 6 I /' I EL 6 30' FRONT 10 I \ L 42 t0 LO 10 6 10 10 LESTER–KILKENNY LOAMS, 2-6% SLOPES KB2: LESTER–KILKENNY LOAMS, 0 124,401.95 ACTUALI ( >A a /°° I � YARD SETBACK OTD ,O �AA's4 /'• 12 1 1 FOR BUILDABLE I6D : / /� I AREA DTD 8.3 : } (/��) 10 \.J}210 14 /III"""'`111 .. 1 I LTJ W �`-'� i 0 O CONCEPT HOUSE DA 6 / I �`�D141 ESA �v w �LAYPAUT TD 10 (p 108 / :DSI .'-� N 0 .. 0 B 6 �..1\.-/ A 8 C7 N — A —8 ,zDD ♦ A 14 Ua, 06 I EL6DDL O T m zLOT AREA..........i. 60'x60' HOUSE PADr. Cr I CALCULATION OD 10 — . A 10 I m LINE (TYP.) 07A E N88.59'37'V A / E ( °\jA 10 ( jA 22 �-�� 4� �EL 6 — 1 S D TEL 10 J I EL 6 \ \✓ DA 6 10 T 2 PROPOLINDE \ - 1 10 EXISTING LOT LINE \ BITUMIN(rr(J�VS DRIVEWAY, \ (TD 6 DBA 6�JA 6 / DA 6 DA 1 A 621 El BAB / DM 1CB 5.1 I n 4A I .,.,,.::;:. 1 \ I M 1010 f 7 I1l7 p � -- M \ CMP .I J12 PROPOSED 1B' ° /1 %f 30.31' LOT 1 PROPERTY LINE \ I 1DRAINAGE AND 11�` 9929 UTILITY �Q .,z ' i, EASEMENT 70 �o r5 €lit s >a r \`' S8• Q0 /� SAN M1 RIM -999 48 215.02 10' SIDE YARD EXISTING LOT LINE N 88' 48" W 30' FRONT PROPOSED YARD SETBACK DRAINAGE AND SETBACK FOR _ The south lire of the 230 fe FOR BUILDABLE UTILITY 1 j BUILDABLE the cath 9040 fe 1 AREA e Norths3 AREA EASEMENT I jI f Ou . _ r of the Sou,---s.iuorter 7 N CMP 21' jRE-AL4GNED 1 BITUMINOUS DRIVEWAY CMP 21" 1 1 INV=991.15 1 W E 1 S 20 0 10 20 40 (SCALE IN FEET ) Revisions Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 12.2.2005 Reg. No. 26980 I �� INV=988.9 I J00°58'51 "E 368!' -CB R! =999.00 INV=994.4 ° - sr _ g RIM=999.3 ° IN"_a:Qs11 _I EXISTING LOT LINE 30.010' LOT 2 PROPERTY LINE STOFE « 1 I 'NV=°993.5.N IN 1 ;NV -988.6 - I, i R MN OCZ,a X1.2 WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Designed By: I Drawn By: I Checked By: ■PROJECT INFORMATION TOTAL SITE AREA: SITE S.F. = 45,957.66 S.F. / 1.05 ACRES LOT 1: LOT 2: TOTAL S.F. = 24,401.95 S.F. TOTAL S.F. = 21,555.71 S.F. PAVEMENT = 2,225 S.F. PAVEMENT = 2,891 S.F. BUILDING = 2,102 S.F. BUILDING = 1,815 S.F. GREENSPACE = 20074.95 S.F. = 82.3% GREENSPACE = 16,849.71 S.F. = 78.2% HARD SURFACE COVERAGE – MAXIMUM OF 25% SETBACKS: LOT SIZE: FRONT = 30 FEET MINIMUM LOT SIZE = 15,000 SF SIDE = 10 FEET REAR = 30 FEET ZONING: EXISTING = RSF (SINGLE FAMILY RESIDENTIAL) PROPOSED = RSF (SINGLE FAMILY RESIDENTIAL) ■LEGEND PROPOSED EXISTING RIGHT-OF-WAY LINE BOUNDARY LINE - - PROPERTY LINE - SETBACK LINE — — — - EASEMENT LINE O �r ■ SOILS SANITARY SEWER/ MANHOLE WATER MAIN FIRE HYDRANT W/ AUX. VALVE GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE BUILDING BITUMINOUS PAVEMENT CONCRETE PAVEMENT REMOVALS ■ GENERAL SITE WORK NOTES • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA, 1-800-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATE'_Y NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • REFERENCE TO MN/DOT SPECIFICATIONS SHALL MEAN DIVISIONS II AND III OF THE 2000 WITH ALL SUPPLEMENTAL SPECIFICATIONS. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • TOPOGRAPHIC SURVEY BY SCHOELL & MADSON, INC. • CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. • CONTRACTOR SHALL VERIFY UTILITY AND PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. • REFER TO GRADING AND UTILITY PLAN FOR EXISTING AND PROPOSED GRADES AND UTILITY LOCATIONS/ RELOCATIONS. • HOUSE PLANS WILL CHANGE. FINAL HOUSE LAYOUT AND TREE PRESERVATION PLAN WILL BE SUBMITTED AT TIME OF CONSTRUCTION AND PERMIT APPLICATIONS. Schoell & Madson, Inc. Engineering • Surveying • Planning wwwAchoeinadson.com 10560 Wayzata Botlevarcl, suite 1 554 Third street NW, slice 100 Wv*apolie, Wrvm*ta 55305-1525 Lac Ewer, Minnesota 55330-1409 phow (952) 546-7601- fax (952) 546-9065 phow (763) 241-0108 - for. (952) 548-9065 ROBERT CHRISTENSEN 6710 POWERS BLVD. CHANHASSEN, MN 55317 952.474.5864 SOILS DATA LEGEND: KB: LESTER–KILKENNY LOAMS, 2-6% SLOPES KB2: LESTER–KILKENNY LOAMS, 2-6% SLOPES, ERODED KC: LESTER–KILKENNY LOAMS, 2-6% SLOPES KC2: LESTER–KILKENNY LOAMS, 2-6% SLOPES, ERODED KE2: LESTER–KILKENNY LOAMS, 2-6% SLOPES, ERODED I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 12.2.2005 Reg. No. 26980 I �� INV=988.9 I J00°58'51 "E 368!' -CB R! =999.00 INV=994.4 ° - sr _ g RIM=999.3 ° IN"_a:Qs11 _I EXISTING LOT LINE 30.010' LOT 2 PROPERTY LINE STOFE « 1 I 'NV=°993.5.N IN 1 ;NV -988.6 - I, i R MN OCZ,a X1.2 WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Designed By: I Drawn By: I Checked By: ■PROJECT INFORMATION TOTAL SITE AREA: SITE S.F. = 45,957.66 S.F. / 1.05 ACRES LOT 1: LOT 2: TOTAL S.F. = 24,401.95 S.F. TOTAL S.F. = 21,555.71 S.F. PAVEMENT = 2,225 S.F. PAVEMENT = 2,891 S.F. BUILDING = 2,102 S.F. BUILDING = 1,815 S.F. GREENSPACE = 20074.95 S.F. = 82.3% GREENSPACE = 16,849.71 S.F. = 78.2% HARD SURFACE COVERAGE – MAXIMUM OF 25% SETBACKS: LOT SIZE: FRONT = 30 FEET MINIMUM LOT SIZE = 15,000 SF SIDE = 10 FEET REAR = 30 FEET ZONING: EXISTING = RSF (SINGLE FAMILY RESIDENTIAL) PROPOSED = RSF (SINGLE FAMILY RESIDENTIAL) ■LEGEND PROPOSED EXISTING RIGHT-OF-WAY LINE BOUNDARY LINE - - PROPERTY LINE - SETBACK LINE — — — - EASEMENT LINE O �r ■ SOILS SANITARY SEWER/ MANHOLE WATER MAIN FIRE HYDRANT W/ AUX. VALVE GATE VALVE CATCH BASIN/STORM SEWER/MANHOLE BUILDING BITUMINOUS PAVEMENT CONCRETE PAVEMENT REMOVALS ■ GENERAL SITE WORK NOTES • CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING GOPHER STATE ONE -CALL (1-612-454-0002 METRO AREA, 1-800-252-1166 OUT STATE) • VERIFY HORIZONTAL LOCATION AND ELEVATION WHERE A CONNECTION TO EXISTING PAVEMENT, STRUCTURE, PIPE OR OTHER SITE FEATURE IS TO BE MADE. THE CONTRACTOR SHALL IMMEDIATE'_Y NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • REFERENCE TO MN/DOT SPECIFICATIONS SHALL MEAN DIVISIONS II AND III OF THE 2000 WITH ALL SUPPLEMENTAL SPECIFICATIONS. • ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS. • TOPOGRAPHIC SURVEY BY SCHOELL & MADSON, INC. • CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. • CONTRACTOR SHALL VERIFY UTILITY AND PROPERTY LINE LOCATIONS PRIOR TO CONSTRUCTION. • REFER TO GRADING AND UTILITY PLAN FOR EXISTING AND PROPOSED GRADES AND UTILITY LOCATIONS/ RELOCATIONS. • HOUSE PLANS WILL CHANGE. FINAL HOUSE LAYOUT AND TREE PRESERVATION PLAN WILL BE SUBMITTED AT TIME OF CONSTRUCTION AND PERMIT APPLICATIONS. Schoell & Madson, Inc. Engineering • Surveying • Planning wwwAchoeinadson.com 10560 Wayzata Botlevarcl, suite 1 554 Third street NW, slice 100 Wv*apolie, Wrvm*ta 55305-1525 Lac Ewer, Minnesota 55330-1409 phow (952) 546-7601- fax (952) 546-9065 phow (763) 241-0108 - for. (952) 548-9065 ROBERT CHRISTENSEN 6710 POWERS BLVD. CHANHASSEN, MN 55317 952.474.5864 SOILS DATA LEGEND: KB: LESTER–KILKENNY LOAMS, 2-6% SLOPES KB2: LESTER–KILKENNY LOAMS, 2-6% SLOPES, ERODED KC: LESTER–KILKENNY LOAMS, 2-6% SLOPES KC2: LESTER–KILKENNY LOAMS, 2-6% SLOPES, ERODED KE2: LESTER–KILKENNY LOAMS, 2-6% SLOPES, ERODED Project Name/Location CHRISTENSEN SUBDIVISION 8710 POWERS BLVD. Date: 12.2.05 Shoot Title: sheet: LOT LAYOUT PLAN 3 4 of SMI Project Number: 63145-002 r. Out'r, line of uth 04.0 ter of/ the S,1 W 20 0 10 20 40 (SCALE IN FEET ) ■ GRADING NOTES �h 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING ■LEGEND DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. -` --948-°----- DENOTES EXISTING CONTOUR 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE -J98 DENOTES PROPOSED CONTOUR GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT / ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. /1 998 DENOTES PROPOSED CONTOUR (BY OTHERS) 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON DENOTES BOUNDARY LINE THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT I--------- DENOTES DRAINAGE/UTILITY EASEMENT LOCATIONS DIRECTED BY CONTRACTOR. line of the south 904.0 feet *hwest Quarter of the 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION - , arter -�-[C DENOTES` EXISTING STORM SEWER TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR �8 ' iAi - 0900 0000 00130- DENOTES EROSION CONTROL FENCE STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO 0 0❑ ❑� EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO - - -- - - AVOID UNDERMINING OF THE EXISTING PAVEMENT. o-� �-00000000000000000000 DENOTES TREE PROTECTION FENCE �- (HEAVY DUTY SILT FENCE) 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL SW �_ 1.00% CONTROL. --• f- DENOTES PERCENT OF GRADE 10 44 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES. •• °• I -\ x 910.5 DENOTES PROPOSED SPOT ELEVATION •.. ' donI 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO X ) II ./,-- DENOTES EXISTING BITUMINOUS SUBGRADE ELEVATION. 103.10�((. D,/ /YD03.50d 1 DENOTES EXISTING CONCRETE 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY GARAGE Q - ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME FLOOR 13I THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE =1001 932.0 DENOTES HOUSE PAD WITH GARAGE CONSTRUCTION SITE. OCA) AND BASEMENT GRADE ELEVATIONS 1001.00 �I c� 924.0 �..` '-� w 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING 1001.00 • o GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING a LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. z � 10. REFER TO THE LOT LAYOUT PLAN FOR MOST CURRENT HORIZONTAL f DIMENSIONS. '•.•• .... fir\ o o .. I --- •,•• v' ANTICIPATED. WATERMAIN SERVICE 11. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES �900 00 O I IN 10 FEET. VO, ANTICIPATED SANITARY SEWER SERVICE 12. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" o0 3BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 13. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED )N } \ } GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE 11 10 POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER f ��s / AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE \ •^., / ( \ J REQUIRED. CLEANOUT ATERVAL4 ■EROSION CONTROL NOTES o0 6 0l1LVERT ' - - `�---- _ 0 INV ¢)9,4,20 I 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES S1 REMOVE EXISTING SHALL BE INSTALLED PRIOR TO CONSTRUCTION. D,RANT AND' OAP ;;;• \ r ,°�LVAftF2MS4N /� 2. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. HYDRANT--' -VALVE 1 -- 1 -. 3. THE CONTRACTOR SHALL INSTALL EROSION CONTROL p 321-1$ P sss.o �0 �� . �(X 6 TEE t,/ MEASURES. " ® 0,50%a Hv'9AN ss.zo 4. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE v H l AiEALVE - ' CULVERT x STABILIZED WITH SEED, SOD OR ROCK BASE IN ACCORDANCE WITH CITY YEB.Stl.:Y. =e• --•STANDARDS. .,.:.aY._Y.-x... ,INV=994:04 ROCK CONSTRUCTION Yzr :...me <.. ENTRAN z...`Wr"=w•Y:.. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND .Y.....Y.Y. _. `� y MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT f / N 88'031 le north 230 feet of t cf th Northwest heostuorter Revisions Date: Description: By: Date: Description: By: F:\ENG\63145\002\DWG\1100\Grading_Utility.dwg, 12/2/2005 12:58:17 PM, KIP Plot to File.pc3, 1.1 CMP 21" / INV=991.44 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. ?? Name ?? ?� Date: ??/??/0? 0• Reg. No. #### 99.00PERMITS SAN MH- /- RIM -999.48 / % Nv=988.9 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT J 000588'51 "E FENCES DURING THE DURATION OF THE CONSTRUCTION. 5.6 C8 RIM=999-00 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY iNV=s94-7I THE CONTRACTOR. C8 I RIM=999.It9 B. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS N v=995.1 ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED I I ONTO EXISTING STREETS AND PAVED AREAS. 5 STORM MH 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL ;<;w= 8s -s7 Nb 993.5.N APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS NV=988.6 W 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. 1 71f 4 � � U 1 I CMP 21", _1 r INV=991:18--_E_s. hs ` WARNING Designed By: Drawn By: Checked By: 0.70. THE CONTRACTOR SHALL 4 NTA£T ALL PUBLIC UTILITIES FOR LOCATIONS' -OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANGLES; -VALVES, OR OTHER BURIED STRUCTURES_ BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVEIWHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. ■CONSTRUCTION NOTES 1. REFER TO LOT LAYOUT PLAN FOR DIMENSIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. DOMESTIC WATER SERVICE SHALL BE IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARDS FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENT. 6. SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARDS FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENT. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED EQUAL MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CHANHASSEN. 10. FIELD ADJUST ALL CLEANOUTS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED IN THE RIGHT OF WAY INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, LATEST EDITION WITH SUPPLEMENTS. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. ■EROSION & SEDIMENT CONTROL MAINTENANCE 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, IMMEDIATELY REPAIR FAILED OR FAILING FENCES. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE OWNER. Schoell & Madson, Inc. Engineering • Surveying a Planning WWWAChoeWnademcom 10580 Wayzata Bolievarci StMe 1 554 Third Street NW, &do 100 Mlimeapois, M'rneaota 55305-1525 Ek Fiver, Mkvwwta 55330-1409 Omrw (952) 546-7601- fax (952) 546-9065 0wo (763) 241-0108 - tax (952) 546-9065 ROBERT CHRISTENSEN 6710 POWERS BLVD. CHANHASSEN, MN 55317 952.474.5864 Project Name/LocaUorc CHRISTENSEN SUBDIVISION 8710 POWERS BLVD. Data 12.2.05 Sheet Title Sheet LOT GRADING, DRAINAGE, AND UTILITY PLAN 4 of 4 SMI Project Number: 63145-002 F:\ENG\63145\002\DWG\1100\Grading_Utility.dwg, 12/2/2005 12:58:17 PM, KIP Plot to File.pc3, 1.1 CMP 21" / INV=991.44 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. ?? Name ?? ?� Date: ??/??/0? 0• Reg. No. #### 99.00PERMITS SAN MH- /- RIM -999.48 / % Nv=988.9 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT J 000588'51 "E FENCES DURING THE DURATION OF THE CONSTRUCTION. 5.6 C8 RIM=999-00 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY iNV=s94-7I THE CONTRACTOR. C8 I RIM=999.It9 B. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS N v=995.1 ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED I I ONTO EXISTING STREETS AND PAVED AREAS. 5 STORM MH 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL ;<;w= 8s -s7 Nb 993.5.N APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS NV=988.6 W 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. 1 71f 4 � � U 1 I CMP 21", _1 r INV=991:18--_E_s. hs ` WARNING Designed By: Drawn By: Checked By: 0.70. THE CONTRACTOR SHALL 4 NTA£T ALL PUBLIC UTILITIES FOR LOCATIONS' -OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANGLES; -VALVES, OR OTHER BURIED STRUCTURES_ BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVEIWHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. ■CONSTRUCTION NOTES 1. REFER TO LOT LAYOUT PLAN FOR DIMENSIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. DOMESTIC WATER SERVICE SHALL BE IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARDS FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENT. 6. SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARDS FOR SINGLE FAMILY DETACHED RESIDENTIAL DEVELOPMENT. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED EQUAL MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CHANHASSEN. 10. FIELD ADJUST ALL CLEANOUTS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED IN THE RIGHT OF WAY INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MMUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, LATEST EDITION WITH SUPPLEMENTS. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. ■EROSION & SEDIMENT CONTROL MAINTENANCE 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, IMMEDIATELY REPAIR FAILED OR FAILING FENCES. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE OWNER. Schoell & Madson, Inc. Engineering • Surveying a Planning WWWAChoeWnademcom 10580 Wayzata Bolievarci StMe 1 554 Third Street NW, &do 100 Mlimeapois, M'rneaota 55305-1525 Ek Fiver, Mkvwwta 55330-1409 Omrw (952) 546-7601- fax (952) 546-9065 0wo (763) 241-0108 - tax (952) 546-9065 ROBERT CHRISTENSEN 6710 POWERS BLVD. CHANHASSEN, MN 55317 952.474.5864 Project Name/LocaUorc CHRISTENSEN SUBDIVISION 8710 POWERS BLVD. Data 12.2.05 Sheet Title Sheet LOT GRADING, DRAINAGE, AND UTILITY PLAN 4 of 4 SMI Project Number: 63145-002 -L-J Lake Lucy Road 0 Steckman bd a m a. Chiristense bd Subject Site o— 0 a A. arti. ka ~1 0 Gold slo� Acres 1 2 rtekman 7 ristensa 8 r 1 2 3 KERgEq 6� 5 21 r3uika 20 19 �� 418 HAVIS M ian I�Ti Br. 'Tcs� 1 La 1 �W Subject Property 0 CDCD N W CL n .0 V Q CL n V 79 CHRISTENSEN ADDITION KNOW ALL MEN BY TrIESE PRESENTS: That Rabat R. Christensen and Ethelyn Z. Christensen, husband and wife, fee owners of Me fogowtng described property situated in Me County of Carwer. Slate of Minnesota, to wit: The North 230 feel of the Neal 190 feet of Me South 904 feet of Mat part of the Northwest Ouarter of Me Southeast Quarter of Section Z Towneh'q 116. Range 23. Carty County, Minnemto. lying west of Me f anhasaen and Excelisnr Public Raid, according to Me plat thereof on file or of retard in Me office of Me County Recorder, Carw, County, Minnesota AND Outlot A and Mal part of Lot 6. Block 1, B.Mrood. Carom C at,, Minnesota lying southwesterly of the following described Iine' Canmencng at Me westerly northwest corner of sold Lot 6; thence South 01 degrees 00 minutes 23 seconds West on oesumed bearing along Me most westerly line of said Lot 6 a distance of 122.17 feet to the northwest corner of Outlet A and Me point of begnning: Mence South 30 degrees 35 minutes 59 seconds East 57AO feet to Me westerly Ism of Godes Clow Court and there terminating. Cutlet B. Budeoad. according to Me recorded plat thereof. Has cwsed the same to be eurweyed and platted as CHRISTENSEN ADDITION and dose homy donate and dedicate to the public fa public use forever Me easement. as shown an the plot for drainage and utility purposes only. In witness whereof sold Robert Mristensm and EMelyn Z. Christensen, husband and wife, has soused these presents to be signed by its proper officer this day of , 20_ SIGNET, ROBERT CHRISTENSEN AND E KEI.YN Z CHRISTENSEN By By STATE OF !MINNESOTA COUNTY OF The foregang instrument woe acinsrledged before me this , Me_ Christensen, husband and wife. Notary public. Count, Minnesota My Commissim expire , 20_ day of 20_ , by of Robert Christman and Ethelyn Z I hereby certify Mat I haw surneyed and platted the property described an this plot as CHRISTENSEN ADDITON; Mat the plat is a correct representation of Me wrve, Mat all distances ore correctly Mown n the plat in feet and hundredths of a fact; Mat all have been correctly placed in the ground or will be correctly placed in the ground as designated; Mat Me outside boundary Imes are correctly designated an the pmt and Mat there are no wet lands or public highways to M desigwted other Man ere shown an Me plat. Daniel G. Nlckas. Land Surveyor Minnesota Licnu No. 19839 SEATE OF MINNESOTA COUNTY OF The foregoing Matrummt res acknowledged before me this day of 20_ , by Daniel G. Nickels, land Surveyor. Notary, public. Count, Minnesota My Commission expires , 20_ CITY COUNCIL CHUUMASSEN. MINNESOTA This plat of CHRISTENSEN ADDITION was of ro ed and aacepte l by Me city council of Me city of Chanhassen. Minnesota, at a regular meeting held this day of . 20— and its in compliance with Me provisions of Minnesota Statutes, Section 505.03. Sub& 2 All monuments will be set as specified by Me City Council and as started m this plot. accordng to Minnesota Statutes, Section SoS.OZ Subd. 1. By , Mayor By . Clerk COUNTY SURVEYOR Carver County, Mnnescte pursuant to CMpla 395, Mnneeote Laws, of 1971. MW plat hoe Men approved this dog of 20— By John E. Freemyer Carom County Surveyor COUNTY AUDITOR Caws coanty. Minnesota I hereby certify Mat lases payable In _ and prior yearn haw, been pad fa land described an this plat Dated this day of 20— Mak Lunch n County Aerator B, Deputy COUNTY RECORDER Caw Coa lx Miawsolo I hereby certify that this plat of C RIS1ENSEN ADDITON was Sed this o'tlxk _—M. es Document N. Cal W. Hanean Jr., County Recorder By day of 20_ . -1 Cm OF SSEN RECEIVED MAR 0 6 2006 CHANHASSEN PLANNING DEPT SCHOELL MADSON, INC. ENGINEERS • SURVEYORS • PLANNERS Drainage and Utility F sernento we and" thus: 1551 II NO unto Bel, 10 het In .kith and wphin, right—of —woylines as Indkstd. and being 5 1., , width and adjoining lot lines. uMess othershe indicated an the plat DETAL W el. CHRISTENSEN ADDITION —nomel Y HL N N a 190.03 51 1F------------ e-% E S E; 0 15 W W ... pq (scum W liml -,,< YNsi -p . . . . . . . . . . H..... q 'o 1114 EB I 0 DIENDTFs 1/2 NBY 14NN IBM leasUlfinsT sli AND M4 BY \,L -2C59 1953d MA �--R=60.50 Y,apuTm Bess ON ra VEST UNE w TNE b-23'1-1'29*fHMM� WIYUR OF THE 90u�T T7 w �CYON z ji lausl 11 1 HAW A BEARNG wW. rNQ I L-1.511 z t N 98'03.48'W 75 masua U'sM zCVTy OF CHANKASSEN n f- ...... RECEIVED uflo iPz ;c MAR 0 6 2006 CHANHASSFN PLANNING DEPT SCHOELL MADSON, INC. ENGINEERS * SURVEYORS * PLANNERS �HLLI Z lA Z � LLFZ