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CAS-19_SOUTHWEST VILLAGE 2ND ADDN/SOUTHWEST VILLAGE TOWNHOMESCITY OF CWAASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 is July 26, 2016 Wells Fargo Bank, N.A. Attn: U.S. Standby Trade Services 794 Davis Street, MAC A0283-023 San Leandro, CA 94577-6922 Re: Letter of Credit Release — SouthWest Village Townhomes Planning Case No. 2013-19 To Whom It May Concern: 13- I9 Engineering Please accept this letter as authorization to release Letter of Credit No. IS01 OOOOSU Phone: 952.2271160 in full. Please send written acknowledgement of this reduction to the undersigned at Fax: 952.227.1170 your earliest convenience. Finance Phone: 952.227.1140 If you have any questions or concerns, please contact me by email at Fax: 952.2271110 saljaff(&ci.chanhassen.mn.us or at 952-227-1134. Park 8 Recreation Sincerely, Phone: 952.227.1120 Fax: 952.227.1110 CITY OF CHANHAS Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Sharmeen Al-Jaff Senior Planner Planning 8 Natural Resources Phone: 952.227.1130 SAJ:jp Fax: 952.227.1110 Enclosure: Letter of Credit No. ISO I00005U Public Works 7901 Park Place ec: Mark Sonstegard, Ryland Homes Phone: 952.2271300 Len Simich, SouthWest Transit Fax: 952.2271310 Senior Center Phone: 952.227.1125 g:\Plan\2013 Planing cases12013-19 southwest visage townhomelc release letter 07-26-16.dm Fax: 952.227.1110 Website www.ci.chanlnssen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED • Wells Fargo Bank, N.A. U.S. Trade Ser di s Standbv Letters of Credit MACA0283-023 794 Davis Street. 2nd Floor San Leandro, CA 94577-6922 Phone: 1(600) 798-2815 Option r E -Mail: sftmde@wellsfar�o.eom Irrevocable Standby Letter Of Credit Number: IS0100005U Issue Date: October 17, 2013 BENEFICIARY APPLICANT CITY OF CHANHASSEN THE RYLAND GROUP, INC. 7700 MARKET BOULEVARD 3011 TOWNSGATE ROAD SUITE 200 CHANHASSEN, MINNESOTA 55317 WESTLAKE VILLAGE, CALIFORNIA 91361 LETTER OF CREDIT ISSUE AMOUNT USD 90,208.14 EXPIRY DATE OCTOBER 16, 2014 LADIES AND GENTLEMEN: WE HEREBY ISSUE, FOR THE ACCOUNT OF THE RYLAND GROUP, INC. AND IN YOUR FAVOR, OUR IRREVOCABLE LETTER OF CREDIT IN THE AMOUNT OF $ 90,208.14, AVAILABLE TO YOU BY YOUR DRAFT DRAWN ON SIGHT ON THE UNDERSIGNED BANK THE DRAFT MUST: (A) BEAR THE CLAUSE, "DRAWN UNDER LETTER OF CREDIT NO. IS0100005U, DATED OCTOBER 17, 2013, OF WELLS FARGO BANK, N.A."; (B) BE SIGNED BY THE MAYOR OR CITY MANAGER OF THE CITY OF CHANHASSEN. (C) BE PRESENTED FOR PAYMENT AT 794 DAVIS STREET,2ND FLOOR, SAN LEANDRO, CA 94577 ON OR BEFORE 4:00 P.M. ON OCTOBER 16, 2014. THIS LETTER OF CREDIT SHALL AUTOMATICALLY EXTEND FOR SUCCESSIVE ONE-YEAR TERMS UNLESS, AT LEAST FORTY-FIVE (45) DAYS PRIOR TO THE NEXT ANNUAL EXTENSION DATE (WHICH SHALL BE OCTOBER 16TH OF EACH YEAR), THE BANK DELIVERS WRITTEN NOTICE TO THE CHANHASSEN CITY MANAGER THAT IT ELECTS NOT TO EXTEND THIS LETTER OF CREDIT FOR AN ADDITIONAL TERM. WRITTEN NOTICE IS EFFECTIVE WHEN SENT BY CERTIFIED MAIL, POSTAGE PREPAID, AND DEPOSITED IN THE U.S. MAIL OR BY OVERNIGHT COURIER, AT LEAST FORTY-FIVE (45) DAYS PRIOR TO THE NEXT ANNUAL EXTENSION DATE ADDRESSED AS FOLLOWS: CHANHASSEN CITY MANAGER, CHANHASSEN CITY HALL, 7700 MARKET BOULEVARD, P.O. BOX 147, CHANHASSEN, MN 55317, AND IS ACTUALLY RECEIVED BY THE CITY MANAGER AT LEAST THIRTY (30) DAYS PRIOR TO THE EXTENSION DATE. THIS LETTER OF CREDIT SETS FORTH IN FULL OUR UNDERSTANDING WHICH SHALL NOT IN ANY WAY BE MODIFIED, AMENDED, AMPLIFIED, OR LIMITED BY REFERENCE TO ANY DOCUMENT, INSTRUMENT, OR AGREEMENT, WHETHER OR NOT REFERRED TO HEREIN. Together we'll go far Page 1 of 2 Each page of this document is an integral part of this Irrevocable Standby Letter of Credit Number 150100005U THIS LETTER OF CREDIT IS NOT ASSIGNABLE. THIS IS NOT A NOTATION LETTER OF CREDIT. MORE THAN ONE DRAW MAY BE MADE UNDER THIS LETTER OF CREDIT. THIS LETTER OF CREDIT SHALL BE GOVERNED BY THE MOST RECENT REVISION OF THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS, INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 600. WE HEREBY AGREE THAT A DRAFT DRAWN UNDER AND IN COMPLIANCE WITH THIS LETTER OF CREDIT SHALL BE DULY HONORED UPON PRESENTATION. Very Truly Yours, WELLS FA BANK, N.A. By: _ Authorized Signature The original of the Letter of Credit contains an embossed seal over the Authorized Signature. Please direct any written correspondence or inquiries regarding this Letter of Credit, always quoting our reference number, to Wells Fargo Bank, National Association, Attn: U.S. Standby Trade Services at either 794 Davis Street or 401 Linden Street MAC A0283-023, MAC D4004-017, San Leandro, CA 94577-6922 Winston-Salem, NC 27101 Phone inquiries regarding this credit should be directed to our Standby Customer Connection Professionals 1-800-798-2815 Option 1 1-800-776-3862 Option 2 (Hours of Operation: 8:00 a.m. PT to 5:00 p.m. PT) (Hours of Operation: 8:00 a.m. EST to 5:30 p.m. EST) Together we'll go far Page 2 of 2 Each page of this multi page document is an integral part of this Irrevocable Standby Letter of Credit Number ISO IOOOOSU 0 Potter, Jenny From: Sinclair, Jill Sent: Monday, July 18, 2016 11:34 AM To: Potter, Jenny Cc: AI-Jaff, Sharmeen Subject: SW village townhomes 0 Hi Jenny, The landscaping is complete for this development. The remaining landscape security can be released. Thanks, Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 Status Report Wednesday, June 01, 2016 Plan MoJu AU yst 2000 e tem e, 2 0 L 5 M T W T F T _ N T F S S M W T F .2 ..... �.A A .....4..5...........8...9 '�6 11-ffi3 i'4-15 W1 TA .... 9..�MA.A? ... ...... T.. ... 4 15 16 17 18 19 10 11 12 13 1 15 16 %'Yi 'is 10 ff �V'o M*yi-Z 2`3 N, �'6'N iY '1'8' '1'9" 2-0, '2'1 22 23 W�0 YTYUM.3-0 ... si .. ...... 9 ..................... ............................. ............................. ASecurities Due s P Category Description 6/1/2016 9/1/2016 0 LC #IS0100005U expires 10/16/2014 (Automatically renews annually) Southwest Village Townhomes Site Plan permit 2013-19 The Ryland Croup, Inc. $90,208.14 Time of Performance: July 31, 2015 Notify Sharmem AJ-Jaff& Jill Sinclair 9/10/15 - Sharmear, status? 9/16/15 - Per Jill, all landscaping has been installed. Five trees alive but questionable survivability (plan marked and placed in file). Later of credit can he reduced to 10% ($9,021). Lena seat to bank requesting reduction. Waiting for continuation of reduction from bank. Check status on 6/15/15. Kim 9/16/15 - Per Sharmocn, HOLD LC reduction laa- noted above. Check status 10115115. Kim 10/15/15 - Shaurneen, status? Kim 11/20/15 - Per Sharman, ok to reduce letter of credit to 10% ($9,021). Lena sew to bank requesting reduction. Waiting for confirmation of reduction from bank. Check status on 6/15/15. Kim 11/30/15 - Received Amendment No. I to Utter of Credit reducing the woman to $9,021. Check stow 6/1/16. Kim 6/9/16 - Notified Bob. Jenny 6/20/16 - Per Jill: Contacted Ryland about replacements. Security can be released me replacements are intalled. -2015 shrub west of 8955 - prairie dropp seed (1) -2015 shrub front of 8932 - Cranberry bush (1) - 2015 - shrub rear of 8931-41 jap tree lilac (1) Can be mimed once replacements are intmilled. Follow up 9/1/16. Jenny 7/26/16 - Per Jill: landscaping is complete. Escrow, can be released. Notified Jolene in finance to release. -Jenny ........................................................................................................................... ................................................................................................ Cr cwbpn Cp. 7/LB�2e10*1200PM S=Sb P= -Pr * PWI CI'ffOF CBMSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park 8 Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning 8 Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us 0 November 20, 2015 Wells Fargo Bank, N.A. Attn: U.S. Standby Trade Services 794 Davis Street MAC A0283-023 San Leandro, CA 94577-6922 Is Re: Letter of Credit Reduction — SouthWest Village Townhomes Planning Case No. 2013-19 To Whom It May Concern: Please accept this letter as authorization to reduce Letter of Credit No. ISO I00005U by $81,187.14 to leave a remaining balance of $9,021.00. Please send written acknowledgement of this reduction to the undersigned at your earliest convenience. If you have any questions or concerns, please contact me by email at kmeuwissenAci.chanhassen.mn.us or at 952-227-1107. Sincerely, CITY OF CHANHASSEN Missen Sr. Administrative Support Specialist KTM:ms Enclosure: Letter of Credit No. IS0100005U (copy) ec: Sharmeen Al-Jaff, Senior Planner Michael DeVoe, Ryland Homes Len Simich, SouthWest Transit gAplan\2013 planning cases\2013-19 southwest village townhomesVc reduction letter 11-20-2015.doc Chanhassen is a Community for Life - Providing torToday and Planning for Tomorrow Wells Fargo Bank, N.A- ..,% U.S. Trade Services Standby Letters of Credit MAC Ao283-023 794 Davis Street. 2nd Floor San Leandro, GA 94577-6922 Phone: t(800) 798-28x5 Option r E -Mail: sftmde(a wellsfargo.com Irrevocable Standby Letter Of Credit BENEFICIARY CITY OF CHANHASSEN 7700 MARKET BOULEVARD CHANHASSEN, MINNESOTA 55317 LETTER OF CREDIT ISSUE AMOUNT LADIES AND GENTLEMEN: Number: IS0100005 U Issue Date: October 17, 2013 APPLICANT THE RYLAND GROUP, INC. 3011 TOWNSGATE ROAD SUITE 200 WESTLAKE VILLAGE, CALIFORNIA 91361 USD 90,208.14 EXPIRY DATE OCTOBER 16, 2014 WE HEREBY ISSUE, FOR THE ACCOUNT OF THE RYLAND GROUP, INC. AND IN YOUR FAVOR, OUR IRREVOCABLE LETTER OF CREDIT IN THE AMOUNT OF $ 90,208.14, AVAILABLE TO YOU BY YOUR DRAFT DRAWN ON SIGHT ON THE UNDERSIGNED BANK THE DRAFT MUST: (A) BEAR THE CLAUSE, "DRAWN UNDER LETTER OF CREDIT NO. IS0100005U, DATED OCTOBER 17, 2013, OF WELLS FARGO BANK N.A."; (B) BE SIGNED BY THE MAYOR OR CITY MANAGER OF THE CITY OF CHANHASSEN. (C) BE PRESENTED FOR PAYMENT AT 794 DAVIS STREET,2ND FLOOR SAN LEANDRO, CA 94577 ON OR BEFORE 4:00 P.M. ON OCTOBER 16, 2014. THIS LETTER OF CREDIT SHALL AUTOMATICALLY EXTEND FOR SUCCESSIVE ONE-YEARTERMS UNLESS, AT LEAST FORTY-FIVE (45) DAYS PRIOR TO THE NEXT ANNUAL EXTENSION DATE (WHICH SHALL BE OCTOBER 16TH OF EACH YEAR), THE BANK DELIVERS WRITTEN NOTICE TO THE CHANHASSEN CITY MANAGER THAT IT ELECTS NOT TO EXTEND THIS LETTER OF CREDIT FOR AN ADDITIONAL TERM. WRITTEN NOTICE IS EFFECTIVE WHEN SENT BY CERTIFIED MAIL, POSTAGE PREPAID, AND DEPOSITED IN THE U.S. MAIL OR BY OVERNIGHT COURIER, AT LEAST FORTY-FIVE (45) DAYS PRIOR TO THE NEXT ANNUAL EXTENSION DATE ADDRESSED AS FOLLOWS: CHANHASSEN CITY MANAGER, CHANHASSEN CITY HALL, 7700 MARKET BOULEVARD, P.O. BOX 147, CHANHASSEN, MN 55317, AND IS ACTUALLY RECEIVED BY THE CITY MANAGER AT LEAST THIRTY (30) DAYS PRIOR TO THE EXTENSION DATE. THIS LETTER OF CREDIT SETS FORTH IN FULL OUR UNDERSTANDING WHICH SHALL NOT IN ANY WAY BE MODIFIED, AMENDED, AMPLIFIED, OR LIMITED BY REFERENCE TO ANY DOCUMENT, INSTRUMENT, OR AGREEMENT, WHETHER OR NOT REFERRED TO HEREIN. Together we'll go far Page 1 of 2 Each page of this document is an integral part of this Irrevocable Standby Letter of Credit Number 150700005U • 1 • THIS LETTER OF CREDIT IS NOT ASSIGNABLE. THIS IS NOT A NOTATION LETTER OF CREDIT. MORE THAN ONE DRAW MAY BE MADE UNDER THIS LETTER OF CREDIT. THIS LETTER OF CREDIT SHALL BE GOVERNED BY THE MOST RECENT REVISION OF THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS, INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 600. WE HEREBY AGREE THAT A DRAFT DRAWN UNDER AND IN COMPLIANCE WITH THIS LETTER OF CREDIT SHALL BE DULY HONORED UPON PRESENTATION. Very Truly Yours, WELLSFA BANK, N.A. By: — Authorized Signature The original of the Letter of Credit contains an embossed seal over the Authorized Signature. Please direct any written correspondence or inquiries regarding this Letter of Credit, always quoting our reference number, to Wells Fargo Bank, National Association, Attn: U.S. Standby Trade Services at either 794 Davis Street or 401 Linden Street MAC A0283-023, MAC D4004-017, San Leandro, CA 94577-6922 Winston-Salem, NC 27101 Phone inquiries regarding this credit should be directed to our Standby Customer Connection Professionals 1-800-798-2815 Option 1 1-800-776-3862 Option 2 (Hours of Operation: 8:00 a.m. PT to 5:00 p.m. PT) (Hours of Operation: 8:00 a.m. EST to 5:30 p.m. EST) Together we'll go far Page 2 of 2 Each page of this multipage document is an integral part of this Irrevocable Standby Letter of Credit Number 150100005U Status Report Thursday, October 15, 2015 Plan Securities 10/15/2015 6/15/2016 Jul 2000 RUM2000s12000 wl ber 2000M T W T F S T F S T F S12 3 4 51 2.2...3..4...5..5...2...8 .9 ..10 11 12 .0.....8...9 9101112131416161]131913 1415 16161] 181920 21 22 32425 26 0 21 22 232324 28'263] 2829 d 31........ Y 28 25 3030 3i ...................... ................ ................ F LC #IS01000051J expires 10'16'2014 (Automatically renews annually) Southwest Village Townhomes Site Plan Permit 2013-19 The Ryland Group. Inc. 590.208.14 Time of Performance: July 31, 2015 Notify Sharmeen AI-Jaff 9 10:15 - Sharmeen, status' 9: 16115 - Per Jill, all landscaping has been installed. Five tr a alive but questionable survivability (plan marked and placed in file). Letter of credit can be reduced to 10%(S9.021). Letter sent to bank requesting reduction. Waiting for confirmation of reduction from bank. Check status on 6/15/15. Kim 9;16: 15 - Per Shatmeen, HOLD 1.0 reduction letter noted above. Check status 10/15/15. Kim ............................................................................................................ I ........................ ........................................................................................................................................................................................................................... ........................................................................................................................................................................................................................... 0caws oe.ewanern cam. -.-- ----..--_._- 1n1rzo1saaAr Au s=stau rv,loMy ---..---- - -- P41 P 0 0 CITY OF CHANHASSEN SITE PLAN AGREEMENT 2013-19 SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated September 9, 2013, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and The Ryland Group, Inc., a Corporation under the laws of the State of Maryland (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of 38 townhomes (SouthWest Village Townhomes), Planning Case 2013-19 (referred to in this Site Plan Agreement as the "Project"). The land is legally described as follows: Lots 1-6, Block 1; Lots 1-6, Block 2; Lots 1-6, Block 3; Lots 1-6, Block 4; Lots 1-7, Block 5; Lots 1-7, Block 6, SouthWest Village 2"d Addition, according the recorded plat thereof, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A: (1 of 18) Title Sheet dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanB: (2 of 18) Grading and Erosion Control Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanC: (3 of 18) SWPPP Narrative dated Received August 2, 2013, prepared by Westwood Professional Services, hic. Plan D: (4 of 18) SWPPP Notes dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. SP -1 0 0 PlanE: (5 of 18) Existing Drainage Area dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanF: (6 of 18) Post -Development Drainage Area dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan G: (7 of 18) Overall Utility and Street dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanH: (8 of 18) Sanitary and Water Main Construction Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan I: (9 of 18) Sanitary and Water Main Construction Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plank (10 of 18) Street and Storm Sewer Construction Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan K: (11 of 18) Street and Storm Sewer Construction Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanL: (12 of 18) Landscaping Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan M: (13 of 18) Landscaping Detail Plans dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanN: (14 of 18) Landscape Details and Notes dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan O: (15 of 18) Details dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanP: (16 of 18) Details dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanQ: (17 of 18) Details dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanR: (18 of 18) Lighting Plan dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanS: (Cl.l) FOPPOF UNITS CONTROL ELEVATIONS dated Received August 2, 2013, prepared by Ryland Homes. SP -2 14 F 0 0 Plan T: (ALIF) FREMONT UNITS ELEVATIONS, RF. PLAN dated Received August 2, 2013, prepared by Ryland Homes. Plan U: (A2.217) FREMONT UNIT BSMT. FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan V: (A3.1F) FREMONT UNIT 1sT AND 2ND FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan W: (ALIN) NEWPORT ELEVATIONS, RF. PLAN dated Received August 2, 2013, prepared by Ryland Homes. PlanX: (A2.2N) NEWPORT BSMT. FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan Y: (A3.1 N) NEWPORT 1sT AND 2ND FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. PlanZ: (A1.10) ONTARIO UNITS ELEVATIONS, RF. PLAN dated Received August 2, 2013, prepared by Ryland Homes. Plan AA: (A2.20) ONTARIO BSMT. FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan BB: (A3.10) ONTARIO UNITS IST AND 2ND FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan CC: (ALIP) PINEHURST ELEVATIONS, RF. PLAN dated Received August 2, 2013, prepared by Ryland Homes. Plan DD: (A2.2P) PINEHURST BSMT. FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan EE: (A3.1 P) PINEHURST UNITS 1 ST AND 2ND FLOOR PLANS dated Received August 2, 2013, prepared by Ryland Homes. Plan FF: (1 of 1) Preliminary Plat dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan GG: (1 of 2) FINAL PLAT SINGNATURE SHEET dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan HH: (2 of 2) FINAL PLAT dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. PlanII: Rendering I dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. SP -3 Plan JJ: Rendering I dated Received August 2, 2013, prepared by Westwood Professional Services, Inc. Plan KK: Rendering I dated Received August 2, 2013, prepared by Westwood Professional Services Inc. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall fiunish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $90,208.14. This amount has been calculated at a rate of 110% of the actual value of improvement (landscaping $82,007). The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Michael W. DeVoe Operational Vice President The Ryland Group 7599 Anagram Drive Eden Prairie MN 55344 Phone: 952-229-6000 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On September 9, 2013, the City Council adopted the following motion: "The City Council approves the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landscaping Conditions Increase buffer yard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. SP -4 It 0 0 Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. Building Official Conditions Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement, property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. SP -5 0 0 6. Temporary street signs shall be installed prior to and during time of construction." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. W-06-101900 . ►l._1 X M (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) Tom Furlong, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of 2013, by Tom Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC SP -6 J DEVELOPER: THE RYLAND GROUP, INC.: I", STATE OF MINNESOTA ) ( ss COUNTY OF I Michael W. DeVoe, Operational Vice President The foregoing instrument was acknowledged before me this _ day of 2013, by Michael W. DeVoe, Operational Vice President of The Ryland Group, Inc., a Corporation under the laws of the State of Maryland, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP -7 NOTARY PUBLIC 0 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. GC -1 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. GC -2 0 a E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; GC -3 0 • 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. GC -4 Status Report Wednesday, June 01, 2016 Plan =?� 0 est 2000 Se tem5er2000 T F S M T W T F S S M T W T F S 1 3 4 5 1 2 ..5...f..B G.. x..8...9 ..101112 3..4..5...6..x...8...91314'16 1J 1415 16 1] 16 19 1b 11�*12'7314 15169.26 21'21 20 21 22 23 24 25 M 1718 �19 2d"31 226 27,25.N 272629.30 31 ....... Zd 25 26 r1726 29............... ............................. ......................... Securities IStart Due S P Category Description I 6/1/2016 6/1/2016 O LC #IS0100005U expires 10/16/2014 (Automatically renews annually) Southwest Village Townhomes Site Plan Permit 2013-19 The Ryland Group, Inc. $90,208.14 Time of Performance: July 31, 2015 Notify Sharmeen AI-Jaff & Jill Sinclair 9/10/15 - Sharmeen, status? 9/16/15 - Per Jill, all landscaping has been installed. Five trees alive but questionable survivability (plan marked and placed in file). tetter of credit can be reduced to 10% ($9,021). letter sent to bank requesting reduction. Waiting for confirmation of reduction from bank. Check status on 6/15/15. Kim 9/16/15 - Per Sharamen, HOLD LC reduction letter noted above. Check status 10/15/15. Kim 10/15/15 - Sharmeen, slates? Kim 11/20/15 - Per Sharmeen, ok to reduce letter of credit to 10% (59,021). letter sent to bank requesting reduction. Waiting for confirmation of reduction from bank. Check status on 6/15/15. Kim 1 t/30/15 - Received Amendment No. 1 to Letter of Credit reducing the amount to $9,021. Check status 6/1/16. Kim 6/9/16 - Notified Bob. Jenny 6/20/16 - Per Jill: Contacted Ryland about replacements. Security can be released me replacements are intalled. -2015 shrub west of 8955 - Prairie dmpp seed (1) -2015 shrub front of 8932 - Cranberry bush (1) - 2015 - shrub rear of 893131 jap tree lilac (1) Can be released once replacements are intstalled. Follow up 9/1/16. Jenny *l Dw.bP Lap. �18 • 3) PM S -a PP.* Pp 1 1;[ '�-E3$ €� " ell E• [ e ; ]p gg 5 y A c Iti[i v � __-------- --_'-- v - Status Report Wednesday, June 01, 2016 Plan Securities start Due 6/1/2016 6/12016 Jul 2 00 ust 2 0'"" ber 2000 M T W T F M T W T F S T F 1 2 3 4 51 .2...0..4...5 ..fi... ...0 8.....8...9..1011..12 0......3...9 1Jf415161]181913141$162021$223 24282602i 42232324 28 26 2] a 2y W:W 311 31 ........1 26 2936............................................. LC #ISO100005U expires 10/16/2014 (Automatically reams annually) Southwest Village Townhomes Site Plan Permit 2013-19 The Ryland Group, htc. $90,208.14 Time of Performance: July 31, 2015 Notify Shatmeen AI-Jaff & Jill Sinclair 9/10/15 - Sharmeen, status? 9/16/15 - Per Jill, a0 landscaping bas been installed. Five trees alive but questionable survivability (plan marked and placed in file). Lena of credit can be reduced to 10% ($9,021). Letter sent to bank requesting reduction. Waiting fur confirmation of reduction from bank. Check status on 6/15/15. Kim 9/16/15 - Per Sharmeec, HOLD LC reduction letter noted above. Check status 10/15/15. Kim 10/15/15 - Sbarmeen, status? Kim 1120/15 - Per Sbatmeen, ok to reduce letter of credit to 10% ($9,021). letter sent to bank requesting reduction. Waiting for confirmation of reduction fiom bank. Check status on 6/15/15. Kim 11/30/15 - Received Amendment No. 1 to Letter of Credit reducing the amount to $9,021. Check status 6/1/16. Kim ........................................................................................................................................................................................................................... ® W,c na+ebpm,i eap. 1T/tr2015 el IM MI 5=5Wus F-Peiorlty Pape 1 r Wells Fargo Bank, N.A. U.S. Trade Senices Standby Letters of Credit 794 Dads Street, 2nd Floor TLAC Ao283-023, San Leandro, CA 94577-6922 Phone: 1(800) 798-2815 Option i E -Mail: sftradeC wellsfargo.cum Amendment To Irrevocable Standby Letter Of Credit Number: Amendment Number: Amend Date: BENEFICIARY CITY OF CHANHASSEN 7700 MARKET BOULEVARD CHANHASSEN, MINNESOTA 55317 LADIES AND GENTLEMEN: IS0100005U 001 November 25, 2015 APPLICANT THE RYLAND GROUP, INC. 3011 TOWNSGATE ROAD SUITE 200 WESTLAKE VILLAGE, CALIFORNIA 91361 AT THE REQUEST AND FOR THE ACCOUNT OF THE ABOVE REFERENCED APPLICANT, WE HEREBY AMEND OUR IRREVOCABLE STANDBY LETTER OF CREDIT (THE "WELLS CREDIT') IN YOUR FAVOR AS FOLLOWS: THE CURRENT AVAILABLE AMOUNT 15 DECREASED BY USD 81,187.14 TO USD 9,021.00. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. THIS AMENDMENT IS TO BE ATTACHED TO THE ORIGINAL WELLS CREDIT AND IS AN INTEGRAL PART THEREOF. Very Truly Yours, WELLS FARGO BANK, N.A. am Authorized Signature The original of the Letter of Credit contains an embossed seal over the Authorized Signature. Page 1 of 2 Each page of this document is an integral part of this Irrevocable Standby Letter of Credit Number IS0100005U , Amendment Number 001 X_ r Please direct any written correspondence or inquiries regarding this Letter of Credit, always quoting our reference number, to Wells Fargo Bank National Association, Attn: U.S. Standby Trade Services at either 794 Davis Street, 2nd Floor MAC A0283-023, San Leandro, CA 94577-6922 or 401 N. Research Pkwy, 1st Floor MAC D4004-017, WINSTON-SALEM, NC 27101-4157 Phone inquiries regarding this credit should be directed to our Standby Customer Connection Professionals 1-800-798-2815 Option 1 1-800-776-3862 Option 2 (Hours of Operation: 8:00 a.m. PT to 5:00 p.m. PT) (Hours of Operation: 8:00 a.m. EST to 5:30 p.m. EST) Consent to Amendment 001 on Standby Letter of Credit No. IS0100005U is required to become effective. Please date and sign belowand return a copy ria e-mail to standbylc@wellsfargo.com or retum an original signed copy to our office bcatedat eller. 794 Davis Street, 2nd Floor or 401 N. Research Pkwy, 1st Floor MAC A0283-023, MAC D4004-017, San Leandro, CA 94577-0922 WINSTON-SALEM, NC 27101-4157 or Fax to 415-2968905. or Fax to 336-735-0950. Amendment accepted in its entirety 12/ 3 /Zo15 Date r Amendment rejected in its entirety Authorized sq�z� z27-! ► �TTT Telephone Number Printed Name of Authorized Signer t T-i!� C_w �� cmc ' WoLk4 i5 Ae t-easc f Ccw) <�t 81 157, 1 q �o * 9, 021, 0 U Page 2 of 2 Each page ofthis muhipage documaa is an Integral part of this Irrevocable Standby tetter of Credit Number 150100005U, Amendment hi mber 001 Amendment To Irrevocable Standby Letter Of Credit Number: IS010000SU Amendment Number: 001 Amend Date: November 25, 2015 BENEFICIARY APPLICANT CITY OF CHANHASSEN 7700 MARKET BOULEVARD CHANHASSEN, MINNESOTA 55317 LADIES AND GENTLEMEN: Wells Fargo Bank, N.A. U.S. 'hade Semites Stmdbv Letters of Credit 794 Davis Sheet, 2nd Floor NLACA0283-023, San Icanr o, 64 9 4577-692 2 Phone: i fto) 798-2815 Option i E -Mail: sfmodeCowellsfargo.com 37Y FcHA D SEN RFCEI NOV 3 t i 2015 CHANHAMPUNNINGDEPT THE RYLAND GROUP, INC. 3011 TOWNSGATE ROAD SUITE 200 WESTLAKE VILLAGE, CALIFORNIA 91361 AT THE REQUEST AND FOR THE ACCOUNT OF THE ABOVE REFERENCED APPLICANT, WE HEREBY AMEND OUR IRREVOCABLE STANDBY LETTER OF CREDIT (THE "WELLS CREDIT") IN YOUR FAVOR AS FOLLOWS: THE CURRENT AVAILABLE AMOUNT IS DECREASED BY USD 81,187.14 TO USD 9,021.00. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. THIS AMENDMENT IS TO BE ATTACHED TO THE ORIGINAL WELLS CREDIT AND IS AN INTEGRAL PART THEREOF. Very Truly Yours, WELLS FARGO BANK, N.A. By. AuthorizM Signature The original of the Letter of Credit contains an embossed seal over the Authorized Signature. Together we'll go far Page 1 of 2 Each page of this document is an integral part of this Irrevocable Standby Letter of Credit Number IS0100005U, Amendment Number 001 0 9 Please direct any written correspondence or inquiries regarding this Letter of Credit, always quoting our reference number, to Wells Fargo Bank, National Association, Attn: U.S. Standby Trade Services at either 794 Davis Street, 2nd Floor MAC A0283-023, San Leandro, CA 94577-6922 or 401 N. Research Pkwy, 1 st Floor MAC D4004-017, WINSTON-SALEM, INC 27101-4157 Phone inquiries regarding this credit should be directed to our Standby Customer Connection Professionals 1-800-798-2815 Option 1 1-800-776-3862 Option 2 (Hours of Operation: 8:00 a.m. PT to 5:00 p.m. PT) (Hours of Operation: 8:00 a.m. EST to 5:30 p.m. EST) Consent to Amendment 001 on Standby Letter of Credit No. IS01000051.1 is required to become effective. Please dote and sign below and return a copy via e-mail to standbylc@wellsforgo.com or return an original signed copy to our office located at either. 794 Davis Street, 2nd Floor or 401 N. Research Pkwy, 1 st Floor MAC A0283-023, MAC D4004-017, San Leandro, CA 945776922 WINSTON-SALEM, NC 27101-4157 or Fax to 415-296-8905. or Fax to 336-735-0950. r Amendment accepted in its entirety Date Telephone Number f— Amendment rejected in its entirety Authorized Signature- CITY OF CHANHASSEN Printed Name of Authorized Signer Together we'll go far Page 2 of 2 Each page of this multipage document is an integral part of this Irrevocable Standby Letter of Credit Number IS0100005U , Amendment Number 001 !S Final Plant Schedule CODE GTY. CDMMON/6GTANICAL NAME 9ZE SPACING OC 6H5 8 BIacY HNe Soni / P' 8' HL. 98 c arnu Planting Detail 1 ate. ra Planting Detail 2 a 1L == Detail 3 e��w .. arm. �•• r�...m.. a..r� weatwood . 291E nulu WANABES ON PUN SUPERSEDE 1151 CUANRTIES IN THE EVENT OF A DISCREPANCY. Ryland Homes .7 9 AnAg Dnve Planting Detail 4 Aa rev Southwest Village 0 M 60 90 West Revision Date: osmM 0..08/01/13 s,_. 12 or 18 Landscape Plan CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-19 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, September 3, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Subdivision Review of 2.75 acres of property zoned Planned Unit Development (PUD) -South West Village 2nd Addition; and Site Plan Review with Variances for 38 townhomes-SouthWest Village Townhomes, on property zoned Planned Unit Development (PUD) and located at the northeast corner of Highway 101 and Lyman Boulevard. Applicant: Ryland Homes. A plan showing the location of the proposal is available for public review on the City's web site at www. ci.chanhassen.mn.us/2013-19 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Sharmeen AIJaff, Senior Planner Email: saljaffeaci.chanhassen. mums Phone: 952-227-1134 (Published in the Chanhassen Villager on Thursday, August 22, 2013: No. 4850) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No.yfi--d was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abodefghijkbnnopgrstuvwxyz LBY Laurie A. Hartrnann Subscribed and swom before me on this aZday of 2013 blic JYMME JEANNE 7E BARK NTARY PUBLIC - M'NNWA M1' COMMiSSI(;rI EXP F0 01131i'8 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED o2013 Westwood Professional Services, Inc. for ucti Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Landscape for Southwest Village Chanhassen, M innesota Prepared for: Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 Contact: Mark Sonstegard Phone: 952-229-6000 Fax: 952-229-6024 Prepared by: 0 Vicinity Map LAKE CT, DA105 cu 7c w �J Z Lake Susa e Mls arch 3 -J = SrO" Lake CT. U V pp 4¢' 45 C'9 C9 LLJ A4 86th � q HILLS DR. '� v Sl. RICE CT. Z QQ Z a S is DR. ¢ 1413 a� 48. NTN B U 9y ARBARA P� a 23 24 LAKE DR - CT. S SP T116N R23W Site wNz v ��SSEN� 101 L� 18 x. LYMAN 1 12 '-'UD R m pAE VAl. > SJR` 24U cRELD 6 4 ti o ? SUNN`( RIE Q O0 101 w w DEERFOOT- > TR. 0 Lake Riley (Not to Scale) NO. DATE REVISION SHEETS CITY AEC _IVEDSSEN AUG 0 2 2013 CHANHASSEN PLANNING DEPT Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Lanscape for Southwest Village Chanhassen, Minnesota Date: 08/01/13 Sheet 1 of 18 0001664CVF01 Westwood Professional Services, Inc 7699 Anagram Drive W Eden Prairie, MN 55344 1 PHONE 952-937-5150 FAX 952-9375822 Grading & Erosion Control Plan TOLLFREE 1-888-937-5150 Westwood www.westwoodps.com Project number: 0001664.00 Contact: Ryan M. Bluhm 0 Vicinity Map LAKE CT, DA105 cu 7c w �J Z Lake Susa e Mls arch 3 -J = SrO" Lake CT. U V pp 4¢' 45 C'9 C9 LLJ A4 86th � q HILLS DR. '� v Sl. RICE CT. Z QQ Z a S is DR. ¢ 1413 a� 48. NTN B U 9y ARBARA P� a 23 24 LAKE DR - CT. S SP T116N R23W Site wNz v ��SSEN� 101 L� 18 x. LYMAN 1 12 '-'UD R m pAE VAl. > SJR` 24U cRELD 6 4 ti o ? SUNN`( RIE Q O0 101 w w DEERFOOT- > TR. 0 Lake Riley (Not to Scale) NO. DATE REVISION SHEETS CITY AEC _IVEDSSEN AUG 0 2 2013 CHANHASSEN PLANNING DEPT Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Lanscape for Southwest Village Chanhassen, Minnesota Date: 08/01/13 Sheet 1 of 18 0001664CVF01 Sheet List Table SHEET NO. DESCRIPTION 1 Cover 2 Grading & Erosion Control Plan 3 SWPPP Narrative 4 SWPPP Notes 5 Existing Drainage Area Plan 6 Post—Development Drainage Area Plan 7 Overall Utility & Street 8 Sanitary & Water Main Construction Plan g Sanitary & Water Main Construction Plan 10 Street & Storm Sewer Construction Plan 11 Street & Storm Sewer Construction Plan 12 Landscape Plan 13 Landscape Detail Plans 14 Landscape Details and Notes 15 Details 16 Details 17 Details 18 LIGHTING PLAN 0 Vicinity Map LAKE CT, DA105 cu 7c w �J Z Lake Susa e Mls arch 3 -J = SrO" Lake CT. U V pp 4¢' 45 C'9 C9 LLJ A4 86th � q HILLS DR. '� v Sl. RICE CT. Z QQ Z a S is DR. ¢ 1413 a� 48. NTN B U 9y ARBARA P� a 23 24 LAKE DR - CT. S SP T116N R23W Site wNz v ��SSEN� 101 L� 18 x. LYMAN 1 12 '-'UD R m pAE VAl. > SJR` 24U cRELD 6 4 ti o ? SUNN`( RIE Q O0 101 w w DEERFOOT- > TR. 0 Lake Riley (Not to Scale) NO. DATE REVISION SHEETS CITY AEC _IVEDSSEN AUG 0 2 2013 CHANHASSEN PLANNING DEPT Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Lanscape for Southwest Village Chanhassen, Minnesota Date: 08/01/13 Sheet 1 of 18 0001664CVF01 c2013 Westwood Professional Services, Inc. W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 �� .�yy��TOLLFREE 1-888-937-5150 wNst ra/w www.westwo)dpLcom I hereby certify that tide plan was prepared by ae w under my Revisions: direct supervision and that I are a duly Rcenved PROFESSIONAL EINGINM under the Iawe of the State of Idinnesom Ryan M. Blultm Date 08/01/13 License Na 41257 Checks& Drawn: Record Dnwiag b9/daft Prepared for. Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER SOIL BORING GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT ----980- HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING DENOTES UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY ❑--- — PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE EXISTING STORM SEWER ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. rwvv DENOTES • CONTRACTOR IS TO CALL 811 OR CALL811.COM FOR UTILITY LOCATIONS. • GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING & PROPOSED UTILITIES. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. I4, • I'* 6.1'(*J'44 MIS 1. INSTALL PERIMETER SILT FENCE 2. INSTALL ROCK CONSTRUCTION ENTRANCE(S). 3. MASS GRADE SITE 6. INSTALL TEMPORARY SEDIMENTATION BASINS PER NPDES OR AS DIRECTED BY THE ENGINEER. 7. INSTALL EROSION CONTROL BLANKET IN DESIGNATED AREAS AS THEY ARE GRADED. 8. SEED AND MULCH SITE PER SPECIFICATION WITHIN 72 HOURS OF GRADING COMPLETION. 9. REMOVE SILT FENCE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. Legend: Southwest Village \f 1!'rr tl lv::alri Latest Revision Date: o8/ol/13 0001664GDFOl.dw Date:08/01/13 sheet: 2 of 18 Grading & Erosion Control Plan DENOTES SOIL BORING �® DENOTES SILT FENCE ----980- DENOTES EXISTING CONTOURS --980 DENOTES PROPOSED CONTOURS ❑--- — DENOTES EXISTING STORM SEWER OF— 0-►--■ DENOTES PROPOSED STORM SEWER rwvv DENOTES EXISTING TREE LINE x 856.3 DENOTES EXISTING SPOT ELEVATION .66.30 DENOTES PROPOSED SPOT ELEVATION 000�a DENOTES BIO—ROLL EROSION CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION — - — - — - — DENOTES EXISTING WETLAND DENOTES TREE PROTECTION FENCE Southwest Village \f 1!'rr tl lv::alri Latest Revision Date: o8/ol/13 0001664GDFOl.dw Date:08/01/13 sheet: 2 of 18 Grading & Erosion Control Plan c2013 Westwood Professional Services, Inc. SWPPP NARRATIVE THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - INSPECTION AND MAINTENANCE PROCEDURES PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR SOUTHWEST VILLAGE in CHANHASSEN, MINNESOTA. THE SITE IS LOCATED IN THE NE CORNER OF THE INTERSECTION OF MINNESOTA TRUNK HIGHWAY NO. 101 AND LYMAN BOULEVARD . OWNER/OPERATOR INFORMATION SOUTHWEST VILLAGE IS OWNED BY RYLAND HOMES, 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344. OWNER/OPERATOR RESPONSIBILITIES OWNER -DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL. -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI) -COMPLIANCE W/ ALL TERMS AND CONDITIONS OF PERMIT -SWPPP SUBMITTAL FOR 30 REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE. -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) (PART II.B.5) -NOT WITHIN 30 DAYS OF COMPLETING NPDES REQUIREMENTS & COMPLETING ACTIVITY ON SITE. (PART II.C.) -IDENTIFY WHO HAS LONG TERM 0&M PERMANENT STORMWATER SYSTEM. -DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. OPERATOR -RESPONSIBLE FOR PARTS II.B., II.C., IV. & APPENDIX A, PART t. IF APPLICABLE. (JOINTLY WITH OWNER) -COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED, THE OWNER MUST IDENTIFY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED (TRAINED PERSONNEL) IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. TRAINING DOCUMENTATION AND INFORMATION WILL BE INCLUDED WITH THE ON-SITE SWPPP WORKBOOK AND DOCUMENTATION. PROJECT DESCRIPTION THE SITE IS APPROXIMATELY 2.75 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, MASS GRADING, INSTALLATION OF UTILITIES, STREET CONSTRUCTION, CONSTRUCTION OF 38 MUTLI-FAMILY UNITS. PRE -DEVELOPMENT SITE CONDITIONS UNDER EXISTING CONDITIONS 2.70 ACRES WILL DRAIN TO EXISTING STORM SEWER AND BE ROUTED OFFSITE TO THE NORTHWEST. 1.60 ACRES WILL BE ROUTED TO EXISTING STORM SEWER AND BE ROUTED OFFSITE TO THE NORTHEAST. REFER TO THE EXISTING DRAINAGE AREA MAP AND/OR SOUTHWEST VILLAGE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE -DEVELOPMENT SITE CONDITIONS. POST -DEVELOPMENT SITE CONDITIONS UNDER PROPOSED CONDITIONS 3.00 ACRES WILL DRAIN TO PROPOSED STORM SEWER AND BE ROUTED WITH EXISTING STORM SEWER OFFSITE TO THE NORTHWEST. 1.30 ACRES WILL BE ROUTED TO PROPOSED STORM SEWER AND BE ROUTED WITH EXISTING STORM SEWER OFFSITE TO THE NORTHEAST. REFER TO THE PROPOSED DRAINAGE AREA MAP AND/OR SOUTHWEST VILLAGE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE POST -DEVELOPMENT SITE CONDITIONS. LAND FEATURE CHANGES THE AREA TO BE DISTURBED FROM GRADING OPERATIONS IS APPROXIMATELY 2.65 ACRES. CURRENTLY THE AREA IS PERVIOUS, AFTER FULL BUILD OUT, IT IS ESTIMATED THAT APPROXIMATELY 2.0 ACRES WILL BE CONVERTED IMPERVIOUS SURFACES. THE NEW IMPERVIOUS SURFACES WILL CONSIST OF STREETS, SIDEWALKS, ETC. IMPAIRED WATERS THERE ARE TWO IMPAIRED WATERS WITHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE LOCATION(S) AS INDICATED ON THE PCA IMPAIRED WATERS MAP. LAKE SUSAN AND LAKE RILEY. IMPAIRED FOR MERCURY IN FISH TISSUE AND NUTRIENT/EUTROPHICATION BIOLOGICAL INDICATORS. REFER TO SWPP NOTES ITEM 20 AND APPENDIX A, SECTION C OF THE NPDES PERMIT FOR ADDITIONAL BMP'S AND REQUIREMENTS DURING CONSTRUCTION. SPECIAL WATERS THERE ARE NO SPECIAL WATERS WITHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE LOCATIONS) AS INDICATED ON THE PCA SPECIAL WATERS MAP. SOIL TYPES THE SITE CONTAINS TYPE "B" SOILS WITH THE MAJORITY OF THE SOIL IN THE SM -SC SOIL TYPE CLASSIFICATION. STORM WATER MANAGEMENT PLAN THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF SILT FENCE, INLET PROTECTION AND PROPOSED TEMPORARY SEDIMENT BASINS RECOMMENDED BY THE ENGINEER ON A AS NEEDED BASIS. THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF SURFACE DRAINAGE BY CURB AND GUTTER DRAINAGE SWALES AND STORM SEWER PIPE. THE SITE DRAINS TO PROPOSED AND EXISTING STORM SEWER AND DRAINS OFFSITE. THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS. EROSION/SEDIMENT CONTROL PREVENTION MEASURES TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. PERMANENT VEGETATION ESTABLISHMENT PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING PLAN. SEEDING THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MN/DOT SPECIFICATIONS FOR DORMANT SEEDING PER THE MN/DOT SEEDING MANUAL 2007. POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: POTENTIAL POLLUTANT ION CONTROL MEASURE ANTIFREEZE VARIOUS SECONDARY CONTAINMENT DRIP PAN DIESEL FUEL VARIOUS SECONDARY CONTAINMENT DRIP PAN FERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT GASOLINE IN EQUIPMENT FUELING AREA SECONDARY CONTAINMENT / DRIP PAN GLUE ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OILS FLUIDS CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT GREASE CONTRACTOR SECONDARY QNTAINMENT DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER AND MAINTAINED SOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLE CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE MORTAR MOBILE MIXER S.C. WASHOUT AREA CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROLAROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION. 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN. DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARIL SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING CONSTRUCTION: 1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE. 4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 14 DAYS. 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL -OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN PART IV.F OF THE GENERAL PERMIT. 12. REPAIR SILT FENCES, INLET PROTECTION, GRAVEL CONSTRUCTION ENTRANCES AND OTHER EROSION AND SEDIMENT CONTROLS AS NEEDED AND AS DEFINED IN THE PART IV.E.4 UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED UPON COMPLETION OF CONSTRUCTION ACTIVITIES: Call 48 Hours before digging: WITH MN/DOT SPECIFICATION 2575. 811 or ca11811.col'1'1 2. REMOVE ALL SILT FENCE, INLET PROTECTION AND OTHER EROSION AND SEDIMENT CONTROL DEVICES AFTER Common Ground Alliance VEGETATION IS 70% ESTABLISHED BY UNIFORM PERENNIAL VEGETATION COVER OVER THE ENTIRE PERVIOUS SURFACE AREA. REPAIR ALL AREAS DISTURBED DURING REMOVAL OF BMPS. 3. STORM WATER CATCH BASINS, MANHOLES, PIPE, AND PONDS WILL BE MAINTAINED BY THE CITY OF CHANHASSEN IN ACCORDANCE WITH THEIR STORM WATER MANAGEMENT PLAN ONCE SOUTHWEST VILLAGE HAS BEEN ACCEPTED BY THE CITY. 4. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 5. THE ORIGINAL PERMITTEES (OWNER AND OPERATOR) WHO HOLD THE NPDES PERMIT MUST SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER CONSTRUCTION AND FINAL STABILIZATION IS COMPLETE. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS INSPECTIONS SHALL BE CONDUCTED BY WESTWOOD PROFESSIONAL SERVICES, INC. EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 INCHES IN A 24 HOUR PERIOD. THE OWNER OR AN ALTERNATE WILL CONDUCT THE INSPECTIONS AS SPECIFIED IN THIS SWPPP. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS REPORT. THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: 1. RECORD DATE AND TIME OF INSPECTION 2. NAME OF PERSON(S) CONDUCTING INSPECTION 3. RECORD RAINFALL RECORDS SINCE MOST RECENT INSPECTION 4. INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION 5. INSPECT SITE FOR DEBRIS, TRASH AND SPILLS 6. INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES 7. INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. 8. INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS. 9. INSPECT SITE RUNOFF OUTFALL OR DISCHARGE AREAS 10. RECORD FINDINGS OF INSPECTION, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS 11. RECORD CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES AND PARTY COMPLETING MAINTENANCE ACTIVITIES) 12. RECORD CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.5 OF THE GENERAL PERMIT MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 13. IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 OF THE HEIGHT OF THE CONTROL DEVICE, THE CONTRACTOR SHALL REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 14. IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVE STANDING WATER AROUND THEM, THE CONTRACTOR SHALL REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 7 DAYS OF DETECTION OR NOTIFICATION. 15. IF THE GRAVEL CONSTRUCTION ENTRANCES ARE FILLED WITH SEDIMENT OR OTHERWISE FAILING THE CONTRACTOR SHALL EITHER REPLACE THE ENTRANCE OR ADD ADDITIONAL GRAVEL WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 16. IF SEDIMENT FROM THE SITE IS OBSERVED ON PAVED ADJACENT STREETS OR OTHER PROPERTIES, THE CONTRACTOR SHALL REMOVE THE SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 17. IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS, IN SURFACE WATERS OR OTHER PROPERTIES, THE CONTRACTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES. (additional controls and information is described within the "SWPPP Notes" plan sheet) SEDIMENT MUST BE RETRIEVED WITHIN 7 DAYS FROM SURFACE WATERS UNLESS ADDITIONAL REGULATORY APPROVAL IS NEEDED. THE PERMITTEE IS RESPONSIBLE TO CONTACT ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND OBTAIN ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK TO REMOVE SEDIMENT THAT HAS BEEN DISCHARGED FROM THE SITE. 18. IF TEMPORARY SEDIMENTATION BASINS APPEAR PLUGGED WITH SEDIMENT, OR FILLED TO 1/2 CAPACITY, THE CONTRACTOR SHALL DRAIN THE BASIN AND REMOVE THE SEDIMENT WITHIN 72 HOURS OF DETECTION OR NOTIFICATION. 19. IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE CONTRACTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HAS OCCURRED ON THE PROPERTY, THE CONTRACTOR SHALL REMOVE THE SEDIMENTS AND DEBRIS WITHIN 7 DAYS OF NOTIFICATION AND CORRECT THE SOURCE OF SUCH MATERIALS. 20. IF SEDIMENT FROM THE SITE IS OBSERVED TO BE DISCHARGED FROM THE SITE, THE MPCA WILL BE NOTIFIED THE SAME DAY. AFTER FINAL STABILIZATION, THE RATE OF INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE A MONTH IN AREAS WHERE NO CONSTRUCTION IS ACTIVE AND 70% DENSITY VEGETATION IS ESTABLISHED, 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERMEABLE SURFACES WILL BE VEGETATED FOR FINAL Latest Revision Date: 08/01/13 STABILIZATION. IF EROSION CONTROL BLANKET IS NOT REQUIRED, THE SITE SHALL BE STABILIZED WITH MN/DOT 0001664SWFOl.dwg SEED MIXTURE 250 APPLIED AT 70 LBS/ACRE AND TYPE -1 MULCH APPLIED AT 2 TONS/ACRE IN ACCORDANCE Da>>�:08/01/13 sheet 3 OF 18 Southwest . Westwood Professional Services, lac I �r � w.t �+• P� wee cy � � coda n.y Revisions Prepared for. 7699 Anagram Drive direct supervtdon end tint I em a duly licensed PAOFHSS[ONAL Uegl�ed; 1 Etlen Prairie, MN 55344 »a>N� t°°de< the le°n °f the 9tete of Yi°°°gMe' Vl a e Ryland Homes g SWPPP Narrative PHONE 952-937-5150 ' FAX 952-937-5822 �� TOLL FREE �-888-937-5150 QlBd L. Johnson 7599 Anagram Dnve WeStN1i00d 08/01/13 xe�a °`�� bs�a.td 13datt Prairie, MN, 55344 Chanhassen, Minnesota www.westwoodps.mm Detc Plan C c2013 Westwood Professional Services, Inc. SWPPP NOTES Call 48 Hours before digging: 811 Or CaI1811.COM Common Ground Alliance Listed below are additional BMP's that may be considered for use if the BMP's identified in the erosion control plans prove to be insufficient. Payment for these BMP's may only be made if prior approval from an Owner has been given. 1 2. 3. :a 5. WORK ADJACENT TO RESIDENTIAL PROPERTIES • INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND PROJECT BOUNDARY. • INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAINING TOWARD THE PROPERTY BOUNDARY. IMPORTANT VEGETATION • SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. • A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25— FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES. LONG—STEEP CUT/FILL SLOPES • THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS • PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING A NEW INCREMENT. • LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE SOIL SURFACE ON REVEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASE INFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING. CULVERT INLET/OUTLET PROTECTION • SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESS VELOCITIES REQUIRE RIPRAP. • AT LEAST ONE 2—FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. STORM SEWER INLET PROTECTION • STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. • INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. • INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. • DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. 6. STORM WATER POND OUTLETS • TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLED UNDER THE APRON LIP. • POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS. 7 TEMPORARY SEDIMENT BASINS • TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATIONS. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2—YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THE BASIN. • SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY AND CONTAINMENT. • TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND, IF NECESSARY. • THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THE POND. • WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES (FULL (50% OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGY DISSIPATION AT BASIN OUTLET. DEEP UTILITIES: WATER AND SANITARY / GAS LINE • SILT FENCE OR A SIMILAR TYPE OF SEDIMENT CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATED SOIL IF WORK IS DONE UPGRADE OF WETLANDS, STREAMS OR OTHER SURFACE WATERS. • DISTURBANCE OF CHANNEL BANKS, WETLANDS AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. THE USE OF FENCES OR OTHER DEMARCATION MAY BE NECESSARY AS FIELD CONDITIONS DICTATE. • THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY SEED MIX AND MULCH (OR EROSION CONTROL BLANKET IF SLOPES ARE 3:1 OR STEEPER). TIMEFRAMES FOR STABILIZATION ARE 14 DAYS UPON TEMPORARY OR PERMANENTLY CEASING CONSTRUCTION ACTIVITY UNLESS THE SITE AREA IS WITHIN A MILE OF IMPAIRED OR SPECIAL WATERS IN W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Vftst11YOOd www.westwoodps. nn WHICH CASE STABILIZATION IS NEEDED WITHIN 7 DAYS OF TEMPORARILY OR PERMANENTLY CEASING CONSTRUCTION ACTIVITY. 9. STOCKPILES (TEMPORARY AND PERMANENT) • LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. • TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. • IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER 10. CONSTRUCTION DEWATERING • DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT): oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. OUSE A PORTABLE SEDIMENT TRAP SYSTEM. o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. o DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA. o PUMP TO A TEMPORARY SEDIMENT BASIN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. • DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. • ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. 11. CONSTRUCTION ENTRANCES • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE. • THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. • GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL. • ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. • CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. • TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK—UP TYPE STREET SWEEPER. • IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 12. CONCRETE TRUCK WASHOUT • CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. • WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY. • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. • WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES. • CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. • IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. • WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 13. VEHICLE MAINTENANCE • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. • ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. • ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 14. FUELING • ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. • ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • ALL REQUIRED FUEL CONTAINMENT AND CLEAN—UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 15. HAZARDOUS MATERIALS • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS. • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. • MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA. • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED I hereby cettl(y that nds plan was prepared by me or under my A4 rect supervision and that I am trained in SWPPP order the laws of the state of lfimnota. uj Chad L johneon Dui 08/01/13 Ded� Dmwu Rewrd Drawing by/rate: INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT 16. CHEMICAL CONTAINMENT • GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE. • HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. • AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB. • THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. • THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. • ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDED METHODS. • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 17. SOLID WASTE • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASIS. • CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. • MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. • SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 18. DUST CONTROL • THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. RAPID STABILIZATION METHODS ON SLOPES B. WATER ON ROADWAYS AND GRADED AREAS C. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE U SED. • ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 19. WINTER STABILIZATION • COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER • ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH • ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150 • ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING. • PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND OUT OF THE PLOWED SNOW AREA. • PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED • INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. • IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100—YR FLOOD ELEVATION. • ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER. 20. WORK NEAR OR IN IMPAIRED WATERS • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. • TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. • IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS" • SEE AARON MLYNEK FOR ADDITIONAL NOTES AND REQUIREMENTS Prepared for: BMP NAME OR TYPE - QUANTITY - UNIT SILT FENCE 1,290 LF ROCK ENTRANCE / EXIT 1 EACH INLET SEDIMENT CONTROLS (CURB) 13 EACH SOD (BEHIND CURB) 0.20 ACRES TEMPORARY SEED (MIX: 21-111) 135 POUNDS PERMANENT SEED (MIX: 22-111) 90 POUNDS CONCRETE WASHOUT AREA 1 EACH Ryland Homes 7599 Anagram Drive Edan Prairie, NW, 55344 TITLE COMPANY NAME CONTACT NUMBER OWNER RYLAND HOMES MARK SONSTEGARD 952-229-6000 CONTRACTOR TBD SITE NPDES INSPECTOR ALTERNATE ENGINEER Westwood Professional Services RYAN M. BLUHM 952-906-7432 SWPPP PREPARED Westwood Professional Services AARON MLYNEK CPESC 612-363-6146 STORM WATER INSPECTOR MPCA DUTY OFFICER I STATE OF XXX CITY ENGINEER I CITY OF CHANHASSEN IPAULOEHME 952-227-1169 Southwest Village Chanhassen, Minnesota ate: 08/01/13 0001664SWFO2.dwgl Dat�08/01/13 shat. 4 of 18 SWPPP Notes F, l o %\ c2013 Westwood Professional Services, Inc. _4, PammmI SouthWest Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance MW Latest Revision Date: 08/01/13 0001664DAF01. Date:08/01/13 sheet: 5 of 18 W Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions. Prepared for. • Villa a Existing 7699 Anagram Drive direct supervision end that I am a duly licensed PROFESSIONAL Eden Prairie, MN 55344 I�IG]NEBR ands the laws of the State of Minnaeote. Ryland //�� H P • PHONE 952-937-5150 Ryland + domes Drainage Area FAX 952-937-5822 TOLLFREE 1-888-937-5150 Ryan M. Blohm 7599 Anagram Drive Plan VjMt ---, n n www.westwoodpt corn nate 08/01/13 License Nm 41257 Record orewtne by/daftEdan Prairie, MN, 55344 Chanhassen, Minnesota Flw1 F. c2013 Westwood Professional Services, Inc. W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 V&stvYood www.westvwodps mm I hereby certify that this plea was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGWEER under the laws of the State of ht� IRyan M. Bluhm Date 08/01/13 tfdeeae xo. 41257 Checked: Drawn Record DRwing by/daft Prepared for. Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 SouthWest Village Chanhassen, Minnesota Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0' 30' 60' 90' Latest Revision Date: 08/01/13 0001664DAF02.dwg Date:08/01/13 Sheet 6 of 18 Post -Development Drainage Area Plan PIojf\F c2013 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or ca1181l.com Common Ground Alliance STORM SEWER CASTING SCHEDULE NUMBER STRUCTURE TYPE DIA. CASTING TYPE 50 CBMH 48" R -3067V 51 CBMH 48" R -3067V 52 CBMH 48" R -3067V 53 CB 2'x3' R -3067V 60 CBMH 48" R -3067V 61 STMH 48" R-1642 62 CBMH 48" R -3067V 63 CB 2'x3' R -3067V 64 CB 2'x3' R -3067V Southwest EXISTING Sanitary Sewer Water Hyd. w\Valve Storm Sewer PROPOSED Sanitary Sewer Water Hyd. w\Valve Storm Sewer FUTURE Sanitary Sewer Water Hyd. w\Valve Storm Sewer 0' 30' 60' 90' Latest Revision: 08/01/13 00016640AF02.dwc Date 08/01/13 sheet 7 of 18 W Westwood Professional Services, Inc. I hereby cad[y that this plan was prepared by me er under my Revisions: Prepared for: 7699 Anagram Drive direct supervision and that I am a duly Ecvnsed PROFESSIONAL Dad•pred: 1 Eden Prairie, MN 55344 ENGINEER trader the laws of the State of Village : Ryland Homes Overall Utility PHONE 952-937-5150 FAX 952-937-5822 Drawn DWR & Street TOLLFREE 1-888-937-5150 Ryan M. B1uhm 7599 AIlagPBnl Drive Ch 553 MN IeSt1� trod Reseed Drawlna by/date: Edan Prairie, , 44 Chanhassen, Minnesota www.westwoodps.mm Date 08/01/13 ftawe Nu 412r 5% hMit F � ��Gi\�nIVM ��.�o�ww��ra.w�� raw ..Y..� ..... Ply � c2013 Westwood Professional Services, Inc. STREET 1 I�i 11 REMOVE 10 LF OF EXISTING WATERMAIN SALVAGE & REINSTALL HYDRANT & VALVE TEMOVE PLUG & ONNECT TO EXISTING i WATERMAIN l f - A B C - 7 1+64 MWO1. 1 2 2 _ 1 _ 1+18 - 918.8 1 4 0+94 w 1 5 0+70 - 918.8 1 4a 0+47 1 - 918.8 1 7 1+69 - 918.7 1 8 1+46 - 918.7 1 9 1+23 - 918.7 >I 10 0+99 - 918.7 1 11 0+75 - 918.7 1 12 4F5 - 918.7 1 13 1 1+57 - 920.1 1 14 1+42 - 920.1 1 15 1+20 - 9201 1 n 0+98 - 920.1 1 17 0+76 - 920.1 1 18 0+53 - 920.1 1 19 1+52 � 1 20 1+31 - 919.1 1 12 1+07 - 919.1 1 is 6 - 1 23 0+60 - 919.1 1 1 24 0+37 - 919.1 G.V. \-HYD w/AUX VALVE 10'-6" DIP 8"x6" TEE GRIND ELEV = 926.3 i" -J 8" G. REMOVE PLUG & CONNECT TO EXISTING 8" WATERMAIN W/ 8"-11 1/4° BEND 8"-11 1/40 BEND r -MH -5 _1� W. A B C .1011 US►� 1 1+64 MWO1. 1 2 1+41 - 918.8 1 3 1+18 22 1 a -f7 1" COPPER SERVICE W/CURB STOP (TYP) 4" PVC SANITARY SERVICE (TYP) -HYD w/AUX VALVE 10'-6" DIP 8"x6" TEE GRIND ELEV = 927.0 STREET 2 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance BLK NO LOT NO A B C 1 1 1+64 - 918.8 1 2 1+41 - 918.8 1 3 1+18 - 918.8 1 4 0+94 - 918.8 1 5 0+70 - 918.8 1 6 0+47 1 - 918.8 1 7 1+69 - 918.7 1 8 1+46 - 918.7 1 9 1+23 - 918.7 1 10 0+99 - 918.7 1 11 0+75 - 918.7 1 12 0+52 - 918.7 1 13 1 1+57 - 920.1 1 14 1+42 - 920.1 1 15 1+20 - 9201 1 16 0+98 - 920.1 1 17 0+76 - 920.1 1 18 0+53 - 920.1 1 19 1+52 - 919.1 1 20 1+31 - 919.1 1 21 1+07 - 919.1 1 22 0+83 - 919.1 1 23 0+60 - 919.1 1 1 24 0+37 - 919.1 GENERAL NOTES: SEE SHEET 14 FOR CITY STANDARD PLAN NOTES FOR SANITARY SEWER AND WATER MAIN. DRAINAGE & UTILITY EASEMENTS ARE PROVIDED OVER ALL OUTLOTS A DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. B DENOTES SANITARY SERVICE RISER LENGTH C DENOTES SANITARY SEWER SERVICE INVERT AT PROPERTY LINE. ALL SERVICES SHALL BE EXTENDED TO PROPERTY LINE. EXTEND RODS ON DEEP VALVES. ALL SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40 PER CITY DETAIL 2001. ALL WATER SERVICES SHALL BE 1-1/2" COPPER TYPE "K" PIPE w/CURB STOP PROPOSED: C/L.GRADE:(T.YP.) PROPOSED: CA - . . - SUBGRADE (TYP.) . PROPOSED CA GRADE (TYP.) 925 . ............. 925 PROPOSED C/L SUBGRADE (TYP.) . 930 405: LF 8' DIP. CL52 930 WATERMAIN 405 LF 8" DIP CL52 920 At,920 7!5M NAICOVER ... ..:.. ....... ... 925 ..... 925 MH -3 915 -�_ .........:.. ............. 915 STA 3+12........ 920-- :...--------... . MH - 5 - .162'. _. 8,. PVC RE. =. 925.71. 920 STA 1+50 SDR 35 ® 0.60% IE (N) = 914.26 RE = 924.98 IE (W) = 914.16 IE (S) = 915.23. IE (E) = 914.26 910 910 915MH 1 915 ..... 1 2 3 4 .STA 3+11........ MH - 2RE = 925.77 STA 1+33 178' - 8" PVC IE (E) =:91.3.32 RE = 923.82 - SDR 35 ® 0.60% IE (W).=:913.22 IE (S) = 914.39 IE (N) = 913.32. 910 1 910 1 2 3 4 0' 50' 100' 150' Latest Revision: 08/01/13 0001664UTF02. dwg Date:08/01/13 shy 9 of 18 Southwest W Westwood Professional Services, Inc. I hereby certify that tide plea wee prepared by me or under my Revue Prepared f� 7699 Anagram Drive direct e"pervi = and that I am a duly licensed PROFESSIONAL D �YfeG' Eden Prairie, MIN 55340 BNGPI�t under the Iawe of the State of M;""e..... Village Main stet PHONE 952-937-5150 Ryland L� + +Oii LeS �+ lrlaln Construction FAX 952-937-5822 Dnp DIM TOLLFREE 1-888-937-5150 Ryan K Blubm 7599 Anagram Drive Plan Westwood��'_.r.__JJa>ra>ti www.westwoodps.mm Date Ltoenee Na 08/01/13 41257 se�a�by�a.te Edan Prairie, MN, 55344 Chanhassen, Minnesota PIS T o2013 Westwood Professional Services, Inc. Street 1 �- oa GRADE BREAK STA 2+95.07 ELEV = ..925.820.. GRADE BREAK STA = 1+00.00 ELEV 923.770 PROPOSED C/L GRADE (TYP.) PROPOSED CA SUBGRADE (TYP.) 1_05% .. 14C 12" RCP CL500.70-- CBMH - 50 CBMH - 51 STA 1+16 . . . .STA 2+62 RE = 923.56 RE = 925.02 - - IF (S) = 91.9.89 IF (N) = 920.91 IE (NW) = 919.89 IF (SE) = 920.91 1 2 3 W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 Vftstwood www.westwoodpscom REMOVE 32 LF OF EX STORM SEWER & EX STORM STRUCTURE SURMOUNTABLE CONCRETE CURB & GUTTER 5' SIDEWALK 11�aEX. PROPOSED C/L ROPOSED C/L GRADE (TYP')� SUBGRADErs (TYP. I.I II I.I I 29 - 12" h CL. 5 ®0.729; CBMH - 50 STA 1+00 EX. CBMH RE = 923.56 STA 1+29 IE. (S) = 919.89 RE = 923.65 IF (NW) = 919.89 IF (SE) = 919.61 I hereby certify that this plan was prepared by as or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Ryan NL Bluhm Data 08/01/13 Lhmnae Na 41257 L 2 CORE DRILL & CONNECT TO EXISTING STORM ADJUST MH SEWER (TYP.) SURMOUNTABLE CONCRETE CURB & \ ass GUTTER "TIP OUT" CURB & GUTTER a- 1- aa� �'E MI MVP • r.ra , �mmi ■■immm' �l MIN GV (TYP.) 214 22 23 M11 II II II MI111M II 94'- 12" RCP � 2" RCP CL 5 ®:0.64% I -- imm®r Ir CL 5 ffiMIgm. EX.RE := 924.22 o GRADE BREAK. STA:_.2+95.41. STMH-61 - Checked Drawer DVM Reoord Drawing by/date II REMOVE 30 LF OF EX. STORM SEWER & EX. STORM STRUCTURE CORE DRILL & CONNECT TO EXISTING STORM STRUCTURE CONTRACTOR TO VERIFY INVERT TO CONNECTION STREET 2 - II II II 94'- 12" RCP -170-: 2" RCP CL 5 ®:0.64% I EX.: CBMH . CL 5 J. NN EX.RE := 924.22 o GRADE BREAK. STA:_.2+95.41. STMH-61 - ELEV.=. 925.830_ BREAK STA = 1+00.00 STA. 2+85 STA 1+16 _GRADE ELEV _ 924.800 H.P. ELEV = 926.09 924.49 H.P. STA = 2+54.16 IF (S) PVI STA = 2+55.41 920.21 PVI ELEV = 926.23 .PROPOSED .C/L- ......:.. A.D.._.-71-92%... 1 GRADE (TYP.). 2 K = 31.25 60.00' VC PROPOSED C/L . SUBGRADE (TYP.)_ Prepared for. 3 Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 PROPOSED, CA, :_ GRADE (TYP.) PROPOSED CA SUBGRADE (TYP.) II II II 94'- 12" RCP -170-: 2" RCP CL 5 ®:0.64% I EX.: CBMH . CL 5 C 0.65% EX.RE := 924.22 1E (W) = 918.56 ............... STMH-61 - CBMH - 60 STA. 2+85 STA 1+16 IE(S)=919:16 RE = 925.40 RE .= 924.49 2 IF (W). =. 921.0! IF (S) = 919.16. - IF (N).= 920.21 IF E = 919.16 IF E = 920.21 1 2 Prepared for. 3 Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 PROPOSED, CA, :_ GRADE (TYP.) PROPOSED CA SUBGRADE (TYP.) Southwest Village Minnesota Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE B618 C. & G. AS PER CITY DETAIL (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. + DENOTES GUTTERLINE ELEVATION $g9° AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150' Latest Revision 08/01/13 0001664STF02.dwg Date:08/01/13 sheet: 10 of 18 Street & Storm Sewer Construction Plan II II II 94'- 12" RCP CL 5 ®:0.64% I EX.: CBMH . STA 1+94 EX.RE := 924.22 1E (W) = 918.56 ............... EX.IE (W) = 917.96 CBMH - 60 STA 1+00.: . RE = 924.49 IE(S)=919:16 IE (E) = 919.16 1 2 Southwest Village Minnesota Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE B618 C. & G. AS PER CITY DETAIL (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. + DENOTES GUTTERLINE ELEVATION $g9° AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 50' 100' 150' Latest Revision 08/01/13 0001664STF02.dwg Date:08/01/13 sheet: 10 of 18 Street & Storm Sewer Construction Plan c2013 Westwood Professional Services, Inc. Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 www.westwoodps.com I hereby certify that this plan was prepared by me or under my direct supervislon and that I am a duly licensed PROFESSIONAL ENGINEER under the lawa of the Sate of Minnesota. Ryan M. Sluhm Date: 08/01/13 uom.e No. 412M PROPOSED C/L GRADE (TYP.) PROPOSED C/L SUBGRADE (TYP.)- CBMH — 51 STA 1+78 _ RE = 925.02 IE (N) = 920.91 30' — . I IE (SIE) = 920.91 CL5 47 12 RCP ®:0.69%...CL. 5 a 0 ........70 ..... . CHMH - 52 B - 53 STA 1+30 TA 1+00 RE = 925.66 E = 925.45 IE (NW) = 921.24 _ (SW) = 921.451E (NE) = 921.24 1 2 GUTTER "TIP OUT" CURB & GUTTER Street 3 H.P. ELEV = 926.60 GRADE BREAK STA = 4+62.15 GRADE 3REAK STA _ 1+00.00 H.P. STA 2+82.39 ELEV = 925.150 . ELEV = 926.560 PVI STA = 2+8200 . . . . . . . . . . . . . . . . . . . . . . . PVI ELEV = 926.73 PROPOSED C/L A.D. _ —1.78% K 33.77...... GRADE. (TYP.) :. ....... =' 60.0 PROPOSED SUBGRAQE (TYP.) —0.91% 0.90% _n Apo; 1 Draws DWR Recordb9/date/date: _12 RCP CL 5 6 CHMH — 52 29' — 12 42 — 12 .... RCP. CL 5 RCP CL 5 STA 2+16 ® 0.48% ® 0.51 % _ RE _ 925:66. STMH 61 IE (NW) = 921.24 CB 63 STA 3+97 IE (NE) ._ 921.24 STA 3+35 RE = 925.40 RE = 925.40 IE :(W) = 921.05 1E (SE):= 921.40 IE (N).=.920.26. _..... ..................... CBMH - 62 IE (E) = 920.26 - STA 3+55 CB - 64 .. RE = 925.61 STA 4+60 IE (E) = 921.26: RE = 924.68 IE (NW) = 921.26 IE (W) = 920.68 Prepared for. 2 3 El Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 5 Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE B618 C. & G. AS PER CITY DETAIL (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. + DENOTES GUTTERLINE ELEVATION gg9p AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 0' 30' 60' 90' Latest Revision: 08/01/13 0001664STF01.dw, Date:08/01/13 Sheet 11 OF 18 Southwest Village street & Storm Sewer Construction Plan Chanhassen, Minnesota Flog) K o2013 Westwood Professional Services, Inc. Planting Detail 1 wale leew v Planting Detail 2 soale I%W I I I I I I I I I I I I I Planting Detail 3 wale 1%aw Final Plant Schedule CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.0 SUM 10 Sugar Maple / Acer saccharum 2.5" BB AS SHOWN ABM 4 Autumn Blaze Maple / Acer x freemanii 'Jeffers Red' 2.5" BB AS SHOWN NWM 2 Northwood Maple / Acer rubrum 'Northwood' 2.5" BB AS SHOWN SKH 5 Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole' 2.5" BB AS SHOWN CHB 4 Hockberry / Celtis occidentalis 2.5" BB AS SHOWN REL 8 Redmond Linden / Tilia americana 'Redmond' 2.5" BB AS SHOWN BOL 5 Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB AS SHOWN DCE 11 Discovery Elm / Ulmus davidiona var. japonica 'Discovery 2.5" BB AS SHOWN SFS 13 Sem Falsespirea / Sorbaria sorbifolia 'Sem' (PP16,336) 24" HT., POT 2'-0" JTL 18 Japanese Tree Lilac / Syringa reticulata 6' HT., BB CLUMP AS SHOWN FVB 20 Fox Valley Birch / Betula nigra 'Little King' 6' HT., BB CLUMP AS SHOWN PFC 13 Prairiefire Crab / Molus 'Prairiefire' 1.5' BB AS SHOWN ABS 2 Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' 1.5" BB AS SHOWN BHS 8 Black Hills Spruce / Picea glauca densato 6' HT., 88 AS SHOWN BLC 8 Black Chokeberry / Aronia melanocarpa 36" HT., POT 4'-0" O.C. CAV 5 Compact American Cranberrybush Viburnum /Viburnum trilobum 'Compacta' 24" HT., POT 4'-0" O.C. ANH 3 Annabelle Hydrangea / Hydrangea arborescens 'Annabelle' 24" HT., POT 4'-0" O.C. DBH 16 Dwarf Bush Honeysuckle / Diervilla lonicera 24" HT., POT 3'-0" O.C. AWS 6 Anthony Waterer Spirea / Spiraea x bumalda 'Anthony Waterer' 24" HT., POT 3'-0" O.C. LIPS 3 Little Princess Spirea / Spiraea japonica 'Little Princess' 18" HT., POT 3'-0" O.C. DKL 8 Dwarf Korean Lilac / Syringa meyeri 'Palabin' 24" HT., POT 2'-0" O.C. SFS 13 Sem Falsespirea / Sorbaria sorbifolia 'Sem' (PP16,336) 24" HT., POT 2'-0" O.C. t JHH 15 Hughes Juniper / Juniperus horizontalis 'Hughes' 24" SPRO., POT 4'-0" O.C. ESH 16 Endless Summer Hydranqea / Hydrangea macrophylla 'Bailmer (PP15,29B) 24" HT.. POT 3'-0" O.C. SDO 36 Stella de Oro Daylily / Hemerocallis 'Stella de Oro' NO. 1 CONT. 18" O.C. RSH 6 Royal Standard Hosts / Hosta 'Royal Standard' NO. 1 CONT. 18" O.C. KFG 19 Karl Foerster Feather Reed Grass / Colamagrostis x acutiflora 'Karl Foerster' NO. 1 CONT. 24" O.C. RSG 19 Red Switch Grass / Panicum virgatum 'Shenandoah' NO. 1 CONT. 24" O.C. BES 16 Black Eyed Susan / Rudbeckia fulgida 'Goldsturm' NO. 1 CONT. 18" O.C. VRA 5 Visions in Red Astilbe / Astilbe chinensis 'Visions' NO. 1 CONT. 18" O.C. PUC 17 Purple Coneflower / Echinacea purpurea 'Magna' NO. 1 CONT. 18" O.C. PWW 3 Pow Wow White Echinacea/ Echinacea purpurea 'Pow Wow White' (PPAF) NO. 1 CONT. 18" O.C. AJS 31 Autumn Joy Sedum/ Sedum x 'Autumn Joy' NO. 1 CONT. 18" O.C. MNS 37 May Night Salvia/ Salvia x nemoroso 'May Night' NO. 1 CONT. 18" _ O.C. OFM 6 Ostrich Fern/ Matteucia struthiopteris NO. 1 CONT. 18" O.C. PDG 12 Prairie Dropseed Grass / Sporobolus heterolepis NO. 1 CONT. 24" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Planting Detail 4 9oala Mall Southwest 0' 30' 60' 90' Latest Revision Date: 08/01/13 0001664PLF01. Date:08/01/13 sheet: 12 of 18 Village e W Westwood Professional Services, Inc. i hereby certify that this plan was prepared by me or under my Revisions: Prepared for. • 7699 Anagram Drive direct supervision and that I am a duly licensed PROFESSIONAL Deal C 11 Eden Prairie, MN 55344 ENGINEER under the laws of the State of Mimeeota. : Ryland Homes g Landscape Plan PHONE 952-937-5150 FAX 952-937-5822 Dmw= RAH TOLL FREE 1-888-937-5150 Cory L Meyer 7599 Anagram Drive Westwood aerate ihaedaa to/a.ee www wesiwoodps.mm Dare 08/01/13 Lioanse N0. 26971 F�dan Prairie, MN, 55344 Chanhassen, Minnesota P I W) 1006 o2013 Westwood Professional Services, Inc. Typical 6 Unit Townhome Planting Detail W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-9375822 '.e�yTOLL FRff 1588-937-5150 �`'r_J � www.westwoodps.'Com I hereby certify that tide plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENG -JIM under the lam of the State of Minnesota. Cory L. Meyer Dere: 08/01/13 License No, 26971 Typical 7 Unit Townhome Planting Detail Final Plant Schedule (Per 6 Unit) CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SVJ 14 Savin Juniper / Juniperus horizontalis 'Savin' 24" SPRD., POT 4'-0" O.C. TAY 3 Taunton Yew / Taxus medii 'Taunton' 24" SPRD., POT 4'-0" O.C. DBB 3 Dwarf Burning Bush / Euonymus alatus 'Compactus' 24" HT., POT 3'-0" O.C. CAV 2 Compact American Cranberrybush / Viburnum trilobum 'Bailey Compact' 24" HT., POT 4'-0" O.C. AWS 6 Anthony Waterer Spirea / Spiraea x bumalda 'Anthony Waterer 24" HT., POT 3'-0" O.C. RES 5 Renaissance Spirea / Spiraea x vanhouttei 'Renaissance' 24" HT., POT 4'-0" O.C. ALC 2 Alpine Currant / Ribes alpinum 24" HT., POT 3'-0" O.C. KFG 18 Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster' QUART POT 24" O.C. PDG 12 Prairie Dropseed Grass / Sporobolus heterolepis QUART POT 24" O.C. SDO 12 Stella de Oro Daylily / Hemerocallis 'Stella de Oro' NO. 1 CONT. 18" O.C. WLC 12 Walkers Low Catmint / Nepeta x faaasenii 'Walker's Low Catmint' NO. 1 CONT. 18" O.C. Call 48 Hours before digging: 811 or calI811.com Common Ground Alliance Final Plant Schedule (Per 7 Unit) CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SVJ 18 Savin Juniper / Juniperus horizontalis 'Savin' 24" SPRD., POT 4'-0" O.C. TAY 3 Taunton Yew / Taxus medii 'Taunton' 24" SPRD., POT 4'-0" O.C. DBB 3 Dwarf Burning Bush / Euonymus alatus 'Compoctus' 24" HT., POT 3'-0" O.C. DBW 5 Dwarf Blue Artic Willow / Salix purpurea 'Nana' 36" HT., POT 6'-0" O.C. CAV 18 Compact American Cranberrybush /Viburnum trilobum 'Bailey Compact' 24" HT., POT 4'-0" O.C. AWS 3 Anthony Waterer Spirea / Spiraea x bumalda 'Anthony Waterer' 24" HT., POT 3'-0" O.C. RES 3 Renaissance Spirea / Spiraea x vanhouttei 'Renaissance' 24" HT., POT 4'-0" O.C. KFG 24 Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster' QUART POT 24" O.C. PDG 23 Prairie Dropseed Grass / Sporobolus heterolepis QUART POT 24" O.C. BJD 12 Baja Daylily / Hemerocallis 'Baja' NO. 1 CONT. 18" O.C. PMD 15 Pardon Me Daylily / Hemerocallis 'Pardon Me' NO. 1 CONT. 18" O.C. 0' 10' 20' 30' Latest Revision Date: 08/01/13 0001664PLF02.dwg SouthWest Date:08/01/13 Sheet 13 of 18 > ned Prepared for. Village Landscape Detail Ryland Homes g Plans °i°`� xwx 7599 Anagram Drive Remd Drawing by/dere: Edan Prairie, MN, 55344 Chanhassen, Minnesota PIS M c2013 Westwood Professional Services, Inc. Planting Notes 1. CONTRACTOR SHALL CONTACT GOPHER "ONE CALL" (651-454-0002 or 800-252-1166) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA—GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL—IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH—BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. EVERGREEN TREE PLANTING PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS — DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: LA29 1. EDGING TO BE COMMERCIAL GRADE VALLEY—VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE, SPADED EDGE TO PROVIDE V—SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN—GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 2. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 3. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS—BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE—YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 4. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 5. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 6. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. VARIES SEE DETAIL PLAN 2' CK Entrance Monument / Pier Detail Seale vzwr Pergola Detail SHRUB PLANTING REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. N.T.S. LA27 SEE DETAIL PLAN soalo vrr REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING PERENNIALS NATURAL GROUNDLINE WITH FINISHED SITE GRADE. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 2" COMPOST MULCH. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. CULTIVATE TO 10" MINIMUM. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH 1/4 PART COMPOST TO 1 PART EXISTING TOPSOIL, WELL MIXED. N.T.S. LAST REVISED: PERENNIAL PLANTING 06/05/13 .,.�..,■1 LA26 Lateat Revision Date: W10V 3 0001664PLF03. Southwest ��°�'°�''� S 14 of 18 w Westwood Professional Services, Inc. i hereby certify that this plan was prepared by mp'"�YY-"-` e or under my Revidons I)aal Prepared for: 7699 Anagram Drive direct supervision and that I em a duly licensed PROFESSIONAL '" Eden Prairie, MN 55344 ENGINEER under the laws of the State of Mr"""..ta Village PHONE 952-9375'150 Ryland Homes Landscape Details and FAX 952-9375822 DMw= RAH TOLL FREE 1-888-9375150 Cory L Meyer 7599 Anagram Dove Notes dots W@stwood www.westwoodpLoorn nabs: 08/01/13 Ikew No. 41257 >Qaamd Dnwmg �/ Edan Prairie, MN, 55344 Chanhassen, Minnesota Flw\w PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, a s FOR ONE (1) YEAR ON ALL �y v DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. o BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR r o" POSTS. PLACE 3 POSTS +°d+n EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG a� o POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5 WIDE STRAP. TREE WRAP MATERIAL FROM GROUNDUNE UPWARD TO FIRST BRANCHES, AS REQUIRED. PLACE MULCH, DEPTH AS SPECIFIED, 2X BALL OVER PLANT PITS — DO NOT PILE DI METER AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR T NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. AST REVISED: %T/05/13 ". DECIDUOUS TREE ofi os 13 LA28 PLANTING SHRUB PLANTING REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE. ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. N.T.S. LA27 SEE DETAIL PLAN soalo vrr REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING PERENNIALS NATURAL GROUNDLINE WITH FINISHED SITE GRADE. ALL PERENNIAL PLANTING BEDS SHALL RECEIVE 2" COMPOST MULCH. EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. CULTIVATE TO 10" MINIMUM. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH 1/4 PART COMPOST TO 1 PART EXISTING TOPSOIL, WELL MIXED. N.T.S. LAST REVISED: PERENNIAL PLANTING 06/05/13 .,.�..,■1 LA26 Lateat Revision Date: W10V 3 0001664PLF03. Southwest ��°�'°�''� S 14 of 18 w Westwood Professional Services, Inc. i hereby certify that this plan was prepared by mp'"�YY-"-` e or under my Revidons I)aal Prepared for: 7699 Anagram Drive direct supervision and that I em a duly licensed PROFESSIONAL '" Eden Prairie, MN 55344 ENGINEER under the laws of the State of Mr"""..ta Village PHONE 952-9375'150 Ryland Homes Landscape Details and FAX 952-9375822 DMw= RAH TOLL FREE 1-888-9375150 Cory L Meyer 7599 Anagram Dove Notes dots W@stwood www.westwoodpLoorn nabs: 08/01/13 Ikew No. 41257 >Qaamd Dnwmg �/ Edan Prairie, MN, 55344 Chanhassen, Minnesota Flw\w c2013 Westwood Professional Services, Inc. ` ohore of back of buttrevs ',. BUT RCVS L1IFV7 may vary as long as pcared rgoinst (Irm undis-ur6ee >c" 22 1/2' 9CND 45' f=. 90' 9FNC/TEF earth. >=>17E Bi D1 B2 U2B3 D3 2. Dimension C',C2,C3 should _5" 1'-'D" :, 2'_1 , 1,_6,. be lame erouch r,aks angle G equol "to -�r large, 8" 1 5' 1'- 2'-1 " 7 e- I_ 2 8' 2'-0" .... v---_ tact 45' 12" 10 1'-10 .3'--4" 7 ". 4 9 2'-6" 3 Jirronslon Al A.2 A should 16" G 2_'- r 3 10" 3 0" 6 2" 3'-6" be a5 largeas po IJIP 20" - - -- 3 6' 2'-R 5..6- 3'-4" 8 4 4' 0" without frit faring with 6 l M, bolts 24" 4'-4" 3'-0 6 10" 3'-- 1Pf 9 r 5'-0" 4 H - 45 Mir mur, .. 30" - 9 3" fi 0' 17 J 5'-0" 5 1 Place pu y'ene ba:'wean \ GATE VALDE T-` WITH ADAPTER concrete & plee. 3 F=6 IBS. 374- _: : BC 6 Al- bends & fitting.. shall "'-18"X18"X5" CONCRETE 8- SOK be restroircd with Meyalugs S~ 4 DG 4 thrust restraints or ec,o 39 6 3* F)"f 8 - See note 4 B - See rote 4 -_ `! B p I 1W! Y IO 0 YEAR ARRE.N-"/ t -f RI(+D I EC - AS NOTED IN SE..1 09 WA E I r u Al J 5 LC h .,AI W 4, NT INSTALLATION SHALL INCLUDE HYDRA MARREP e a• A `_ -' , ALAN 90' ENDS PLAN 45BE`IDS Variable 3Min 6 - See note 4 , NO. yk �'. ,.�7dCRETF S AI -1. BF CO - WITH - _ � IT S �..�,0 A ��r _ 1 QUACT Ti-I!S GU ARRANT 1 i2 :f v i Z'. ,I i,l ''� '� t P OF IPE I .. J=� k- il i " S,T 4" INSTALLATION IN^ MAT RIA- BEDD E - , UNDISiJRB_D..0 EAPT PfrIE ND, N CRE TE' - ENGINEERING ;E' i. '+ - A PLAN 22 1/9- - CtPYOF Ulll f 310 4'I CONCRETE THRUST BLOCKING REVISED: 2-08 ----- ENGINEERING DEPARTMENT PLATE NO.: 1002 FILE NAME: G:\ENG\SPECS\1002 Ar :vc fie ween -rarne Manhole Casting and Adfust,rng And Rings V Ring (See Plate 2110) i Provide i&I Barrier on all sanitcr, - - sewer manhole(see plate 2109) 1 t I MCrihG St_r=P S shat h..F `peen h R 1981) 16 rr, sem, / Steps Shall 6e on Dawns'.• Side Un:ess Pipe Womete, I: 18" or Larger All joints in manhole to hove C rine � els nfi_ shield xt_ al n ibber ask external 1 - a seals of as directed by the Ergireer. A Mcximl m of ! h,,,- Manhole 4'-^"1 Risers to be sed Di ectly Below Core Sect ,,n . Pipe stir,{, be r. out fhn'- a _b" Wit inside face o` wall. Ker -n seal required L. - L- Precast inverts Ms' be 1/2 e,f Pipe Diameter Ona Berches _ SEC LION VIEW Sloped 2" Toward the r+cd Minimum thickness of precast base is 6' for 14' deep or less, and increases 1" In thickness for every 4' of depth greater than 14', NOTE: err' ccs.« le : - .0.1' r " considered art tch.� a'tsrnat+'. L Kor-� ca' r tele a dual ,.0 51d a n._ Y 2. All dog houses shall be grouted on Inside and outside. 3- `!Rhee the manhole or catch bass^ -* ..tare is _o -s rutted -JC=.,1de the traveled roadway is VI'. _ post and -- , : he insSalled next to the Cl11OF STANDARD MANHOLE REVISED. 2-13 ENGINEERING DEPARTMENT PLATE No.. 2101 FILE NAMEi G: ENG SPECS 21D1 HYDRAN-S SI -ALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER W3-67 At,, HYDPANTS MUST BE APPROVED BY CITY - MARKER i0 81 5 FOOT IN LENCrH SPRING MOUNTED FOR SDP, NO NT A. PLICATION RED & wC'.TE N IN IAI t MAGNF f [EU /J COLOR R FLFL' +_'3ERGLPSS CONSTRUCTION TRACER BOR (SNAKE / PI) AS NE[DED PER DETAILS EVST'NG CR 'UTURF- 5550,5501,5502� CURB OR GUTTER ENE H`'DRANT /- VA1_VL BOX STREET 24" MIN, 1 1 2" ----- 3' i HYDRANT SHOE AND � x ' BA.tPFI- SHALL BF .c i t' A REO JI�<F.0 - 10=--+ -____-- _ 'I h L':C 'WRAPPED TYPICA'_ .. SECTION 2.03o.__� MANHOLE DIAMETER � E _ I 'n BOTTOM BAR" TOP ''.. BARS 748" 54" 0"+-- 58' B� _6-S' 72' 5 4L 52 D a 6 l 6" 6" 7' 1 NG I_NO 'v CG 1 ,� YARD OF � .ARD t1/2" CLEAR ROCK. �� \ GATE VALDE T-` WITH ADAPTER AND 2 LAYERS OF 3 F=6 IBS. 374- _: : BC F01 YF-HYI.ENE (4 MIL.) "'-18"X18"X5" CONCRETE 8- SOK J__'FS. S~ 4 DG 4 i ALL r.YDBAN'5 S A I -AVEYF.FF+ HOLES 39 6 3* F)"f lY 2. MINIMUM 75 COVER, ODER FIAT. - A L PAIN I I ti I r 3 L c ACLS I1AL- Bt SWA I 1W! Y IO 0 YEAR ARRE.N-"/ t -f RI(+D I EC - AS NOTED IN SE..1 09 WA E I r u Al J 5 LC h .,AI W 4, NT INSTALLATION SHALL INCLUDE HYDRA MARREP S. ALL JOINTS SHPIL BE `? STRP.INED VIA SA -TGA -LUGS MECt{AN PAL JOINT R7�TPA:I T, ALLJ MECHANICAL 6. ALL HYDRANT T.. BE PLUMB TO VERTICAL AXES. MAXIM.JM ALLOWABLE 10 BE 1/2" ER FOOT r; `"%ANT. PER - -8' 7. HYDRANT TO H - ."i LY COVERED %I- PLASH" MAP OR BAG TO INDICATE -HAT IT IS OJT Cr' NO. CITYOF TYPICAL 5 ��0 B`. HYDRANT - " S,T 4" INSTALLATION REVISED: 3-13 PfrIE ND, ENGINEERING DEPARTMENT 1 004 FILE NAME: G; ENG SPECS 1004 rl- EX -r r `N - 2: 111- i ``-- -�.--- TWO EXTRA BAR Iti B^,f`CM PLAN OF OVER Z _GYEP. DIA. �. g 27 A M NHCLE DIA. I li SECTION A–A CfliOF MANHOLE Saw TOP SLAB REwsEo:1-10 IENGINEERING DEPARTMENT No.. 2108 DIRO=' IID a1.V er •« T H I )" on No. 6850 ,c ,;t atter ^r:cir: '�-.✓� Mr eller No, H-10361 - �''"'` Bibby--Ste-Croix No. B-5160 _---Proviae Valve Stem Risers JtrTr"t T- To Within 6 Of Tne Surface '/,,re ii If The Distance From �+ The. Top Nut Of The Valve To The Surface Is Greater Than 8'. _- Grade. II 4 IOP ? --� Arlu t top to 3/4 c-✓+ --= . Tyler No. 5350 [F 1 grade. Box tc. M1.e1er No H-'0361 2F 1 provide 12" c:` -. 6 det.1 fence post _ Bibby -Ste -Croix No. VI 27 ace ocinq euro box. I Top 6" pairfted blue. \ " Tyler No 6860 Curb box wah 1 1/4" ..� Muel at No. 1, 10357 standpipe no sta onory rod EXTENSION Bioby S+ -Croix B-5001 Tier No 58 14" r• 7 Sate cal v5 box screw type, N 59 78 3 piece, v 1/4 $ aft, size -_--. --__ - No 60 24" C box, 7'-5" extended, .. F P d.. M:N� 1. #66 route 6csc 59 No. Ei20" oby-Ste-Croix z 3520 nln. 57 9=' r Gnte Valve Adapter: 1/4" 5rt " i27 No. 58 14" { I � St ee. With Protective u; Water Service , ;22 NG. 59 20" I Coating 1/2 Rubber Corporation Cx+ 1., Type "K" C°p°=r 11 ✓3,23 Nc. 60 26' Gasket instalied Betwecn It ,he Cote Valve And -_ ---- --:_- --.`. BO 0M f Cate Valve Adopter- Support dapter. $v art Gam" pp Tye.• No. 6860 �J Mueller No. H-10361 65" Mueller or Ameria::• Bibb -Sic -Croix No. VB516 60" �' Flow Control Water Mair: y 60" �, Resilient Wedge Valve 1 Conforming o o W PWA Vow and Box to be h C-1`5-80 r*a cards HW ('S: OI is wropped per With All Sfam 1 Do not olug end e of curb stop. BASE section 2,03a Steel Nuts & 23. :'A.dd 6 .. rem e.d pigtail to c curb stop. Tne copper service line betveen the main and curb Gr, x ...__....- ..._ s I r t i n i rho be one cant, Sus piece o -'r •..; n,. piping, ^s ecce WI's Iia. C4 r I F P 9=P R—r ...Co r,rat ,n ec^k to b^ 1 x inside a" rr; e_ tc-. Saddles, required on 6 GI smaller m^lr:.; en d ell and all mains 12" err terrier. - a yt ' F. Saddles ala en ro: ul-aa ;hall be Ford styl, F202 cit. steel sadder required on all PVC wo;er-� ^. � �-: E'_ cck TYPICAL CYfYOF Ctf%OF TYPICAL GATE VALVE saw WATER SERVICE AND BOX INSTALLATION REVISE D: 2-11 PLATE NO.: 1005 REVISED:2 09 RAIE NO.: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 1006 .25'-.5,. 1& BARRIER --'- SEE DEATAIL 2109 PINGS SHALL BE SET ON ABS SEALANT G2 APPROVED EQUAL. Rif hLA.. -- 2" B,T BASE HOPE OR PP CA.S7 CONCRETE ADJUSTING PINGS -- 6" THICK CONCRETE CO LA 2T` NOTE' 2 -PIECE COVER RISER RINGS ARE NOT AI_:_OWED, BIT. WEAR COURSE ADI. DETAIL !STING SHALL BE NEENAH# R-1642 OR Mel# .'09 AND SHALL INCLUCE SELF SEALING VARES ADD MASTIC TYPE LID_ AMP -D AN TAR'! iFAiF-R CR SA Ti;'EEfJ FRAME x> A STORM SEEN R AS AF; ROI4IAIF wl'H TWO ND RNGS CONCEALED PICK HOLES - w BIL BASF OR BINDER VIN (2-2") ADJ. RINGS AND MAX, s (3-4 ) ADJ. RINGS � TOPE OR `1-2" RING WITH -I PRECAST CONCRETE MORTOR = 0.2') J. rfj` ADJUSTING RINGS I&c' BARRIER 27" -� 1 6" THICK CONCRETE 5 r )EATAII 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ, DETAIL NOTES: -1, PRECAST CONCRETE ADJUSTING RINDS SH.4L 1_ BE BEDDED WITH 1/4" TO MORTAR. 2 HDPF ADJUSTING RINGS SHALL BE BEDDED WITH SFALANT MANUF AC IIL1 _ BYADTECH INC OR APPROVED EOUAI_. i. ALL ADJUSTS ;I_UDE NEW RINGS FROM CASTING TO CONE. CITYOF MANHOLE CASTING AND MEW ADJUSTING DETAIL VMI 2-13 ENGINEERING DEPARTMENT I PUTS NDEi 2110 Use MNDOT 3149.2A COVER REOUIRMFNTS Grenular Borrow MANHOLE DIAMETER COVER i71AMEr W7DGFIT Or SE':TI ON _ I K BOTTOM BAR" TOP ''.. BARS 748" 54" 0"+-- 58' B� _6-S' 72' 1'4_ LBS. Z_,r.J 1u2.. BS 6�'� ri c' 6" 6" 7' 1 NG I_NO 'v CG 5(a 6 s� F" .,AJ 4" :' ',, NC.. I 3FO 6" 66'_ _ 79' 3 F=6 IBS. 374- _: : BC 8' - a 7 N' 1 ^+ dC+ S~ 4 DG 4 1 NO INi� C 39 6 3* F)"f . - 73 PS T,. t ct r A r " I. if - la �G4 . 4 i 3Fi a� r, ,44-7_ 5710 LBS -8' 3 shaped to II he pip_ borrei far at 5{., 4" NO. 30 4"i 5 ��0 B`. - " S,T 4" J .. 3c'ti 4 6650 54- 4 '..... NC. 310 4'I CfliOF MANHOLE Saw TOP SLAB REwsEo:1-10 IENGINEERING DEPARTMENT No.. 2108 DIRO=' IID a1.V er •« T H I )" on No. 6850 ,c ,;t atter ^r:cir: '�-.✓� Mr eller No, H-10361 - �''"'` Bibby--Ste-Croix No. B-5160 _---Proviae Valve Stem Risers JtrTr"t T- To Within 6 Of Tne Surface '/,,re ii If The Distance From �+ The. Top Nut Of The Valve To The Surface Is Greater Than 8'. _- Grade. II 4 IOP ? --� Arlu t top to 3/4 c-✓+ --= . Tyler No. 5350 [F 1 grade. Box tc. M1.e1er No H-'0361 2F 1 provide 12" c:` -. 6 det.1 fence post _ Bibby -Ste -Croix No. VI 27 ace ocinq euro box. I Top 6" pairfted blue. \ " Tyler No 6860 Curb box wah 1 1/4" ..� Muel at No. 1, 10357 standpipe no sta onory rod EXTENSION Bioby S+ -Croix B-5001 Tier No 58 14" r• 7 Sate cal v5 box screw type, N 59 78 3 piece, v 1/4 $ aft, size -_--. --__ - No 60 24" C box, 7'-5" extended, .. F P d.. M:N� 1. #66 route 6csc 59 No. Ei20" oby-Ste-Croix z 3520 nln. 57 9=' r Gnte Valve Adapter: 1/4" 5rt " i27 No. 58 14" { I � St ee. With Protective u; Water Service , ;22 NG. 59 20" I Coating 1/2 Rubber Corporation Cx+ 1., Type "K" C°p°=r 11 ✓3,23 Nc. 60 26' Gasket instalied Betwecn It ,he Cote Valve And -_ ---- --:_- --.`. BO 0M f Cate Valve Adopter- Support dapter. $v art Gam" pp Tye.• No. 6860 �J Mueller No. H-10361 65" Mueller or Ameria::• Bibb -Sic -Croix No. VB516 60" �' Flow Control Water Mair: y 60" �, Resilient Wedge Valve 1 Conforming o o W PWA Vow and Box to be h C-1`5-80 r*a cards HW ('S: OI is wropped per With All Sfam 1 Do not olug end e of curb stop. BASE section 2,03a Steel Nuts & 23. :'A.dd 6 .. rem e.d pigtail to c curb stop. Tne copper service line betveen the main and curb Gr, x ...__....- ..._ s I r t i n i rho be one cant, Sus piece o -'r •..; n,. piping, ^s ecce WI's Iia. C4 r I F P 9=P R—r ...Co r,rat ,n ec^k to b^ 1 x inside a" rr; e_ tc-. Saddles, required on 6 GI smaller m^lr:.; en d ell and all mains 12" err terrier. - a yt ' F. Saddles ala en ro: ul-aa ;hall be Ford styl, F202 cit. steel sadder required on all PVC wo;er-� ^. � �-: E'_ cck TYPICAL CYfYOF Ctf%OF TYPICAL GATE VALVE saw WATER SERVICE AND BOX INSTALLATION REVISE D: 2-11 PLATE NO.: 1005 REVISED:2 09 RAIE NO.: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 1006 .25'-.5,. 1& BARRIER --'- SEE DEATAIL 2109 PINGS SHALL BE SET ON ABS SEALANT G2 APPROVED EQUAL. Rif hLA.. -- 2" B,T BASE HOPE OR PP CA.S7 CONCRETE ADJUSTING PINGS -- 6" THICK CONCRETE CO LA 2T` NOTE' 2 -PIECE COVER RISER RINGS ARE NOT AI_:_OWED, BIT. WEAR COURSE ADI. DETAIL !STING SHALL BE NEENAH# R-1642 OR Mel# .'09 AND SHALL INCLUCE SELF SEALING VARES ADD MASTIC TYPE LID_ AMP -D AN TAR'! iFAiF-R CR SA Ti;'EEfJ FRAME x> A STORM SEEN R AS AF; ROI4IAIF wl'H TWO ND RNGS CONCEALED PICK HOLES - w BIL BASF OR BINDER VIN (2-2") ADJ. RINGS AND MAX, s (3-4 ) ADJ. RINGS � TOPE OR `1-2" RING WITH -I PRECAST CONCRETE MORTOR = 0.2') J. rfj` ADJUSTING RINGS I&c' BARRIER 27" -� 1 6" THICK CONCRETE 5 r )EATAII 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ, DETAIL NOTES: -1, PRECAST CONCRETE ADJUSTING RINDS SH.4L 1_ BE BEDDED WITH 1/4" TO MORTAR. 2 HDPF ADJUSTING RINGS SHALL BE BEDDED WITH SFALANT MANUF AC IIL1 _ BYADTECH INC OR APPROVED EOUAI_. i. ALL ADJUSTS ;I_UDE NEW RINGS FROM CASTING TO CONE. CITYOF MANHOLE CASTING AND MEW ADJUSTING DETAIL VMI 2-13 ENGINEERING DEPARTMENT I PUTS NDEi 2110 -exl=�t'n9 iCG d tiers are -r,^t acceptable cd r x fIi arid/orerr connoacjor rn - plan n, backfill I +' ^. Shaw, Ch CVs. p�.-Pe z, c, pot. bedcing arid Gaa,fi, shat be a_-., .. - - ;'in 'll ' r : e• I determine ,. of pipe .ser Ali Gr ei ur..r. c v le mine `ne de th o e � p rip ..embedment materiel If needed. Pipe, foundation rnate,in. sncl. _1 r _ .="rl tvlNl,)OT 3149.214 course f1',er aggregate. CITY OF PIPE BEDDING omm IN POOR SOILS REVISED: 1-10 ENGINEERING DEPARTMENT PLATE ND. 2201 "CONCRETE BLOCK (TVP.) I _-EES Y11', I l - ec nROurID 59 I_. C-_ NATER MAIN. I� I f _ 1 Ulf / ;:Im-1 -'m_ 77 Flml IT, aaaesa� v ,,)TES: J tl (� T '^eT AlAl MF r:HANICA.JOINTS.. J ONE ) _ . HYDRANT LEADS A VA uLCCK JNDER ALL GATE VALVES a I AT ALL T,E BENDS AND _ -- U i{ ,,.,ANTS. BP- GI -I':IN S IUTS A.N. 5 SHAI I SPRA _17 7 BOL IJSINC A 81TUMINGliS COAL [AR COAT SUPPLIED B- H J 'N,,J, Ac URER. SLEEVES .S AGAINST UNDISTURBED SOILS. Uff OF TYPICAL MEGALUG LOCATION VISED: 3-09 PU7E NO.: 900 _ ENGINEERING DEPARTMENT 1009 Ncturol Ground -J f rap+, Jorm+J Till Material Comaa C'ca -o U5% of the rtanaard +1 Procter Density II ( n III IT II—III NOTES: When existing soil conditions ore not acceptable for backfill ar.d/or compaction =n Line pipe tone, afire bedding and br k,fill shall be used aG shcwn on deta'I plate 2201. 2 A, soils engineer will be required to determine the depth of the pipe foundation embedment mate, ial if nee? ^ rice `ourdatlon material shall .sec accordance with MNDOT 3149.2H co„rt, 1:Iter aggregate. 3 ".e Bottom Of the Trench Snail be Shoped to F' the Pipe Bnrrel for at 507 of the Outside Glarr_ter. CITY OF PIPE BEDDING C��yp��1�r�tQ IN GOOD SOILS 08t1➢St)liGli RCP & DIP SEo:1-10 ENGINEERING DEPARTMENTPLATE NO,: .- - ' - -• -----' ---- 2202 I � 1 2'X2" MARKER - L -1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVI TY MAIN ' IJITARY SEWER SE �I d E C 1,INECT ^N DETAI'- Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance Z WYE PLUGGED END - 1 8 BEND t a' / _ \ 6i 'VICES TO '- f)SrG + ('D`tlJ Ll ON VII I -I PLASTIC IcItJ 'iL'.NE' U1 RS FOR DEP r F '__V-- �1 I S= E -',.-+WELD A apNT '+';! o- VF fi ; i 1 r � N SANI P L + f P` ., N Y EVrE . ri wA TEP StR /IC i k N I- SAME TR 1r INU°+ L FL FE 0;- NEXT TO 2 XL '.-lKFP ND PAINT TOP 6 rf PCS lCR r r,rl AN+7.T RF.}i IRF,-) ON PRIVATE PRIP RT'' I ,I . ^T FROM MAN TC -0,;SE 7 EEDG 90 FFE-. =LL NIP SHALL BE BEDDED ON GRANULAR BCHRCW 514A. CK COURSE _ CITYOF TYPICAL SANITARY SEWER SERVICE WISED. 3-09 PLAIE NO.: _ _,_.._ _ _, _____, -- A ENGINEERING DEPARTMENT 2001 - -- ted + - �� Backpaficll [ �� + r' + 1 '+ 1 t -i + 1 + 1 + + { {. ; t + / B { + i + i i + + - + + 1 C.5©c++ 1 + e i , via...rial If Required ( - � (see Note , t "Be" Denotes outside da =tete, of pipe TOTES, A soils Engineer will he required to determine the depth of the pipe foundation embedment materiel if needed. P'pe foundation material shall be in cacordance with MNDO- 3149.2H course flier cggreqcte. /. P.J.C. bedding sh li 5e M BJ .48.28 3el r_ t 3ern alar borrow w: n 'GO% passing a 3/4sieve, and less ihen 10% pest rig _ LIC". 200 sieve. 0 In"PIPE BEDDING FOR P.V.C. PIPE 2-10 ENGINEERING DEPARTMENT PtA1E NO_ 2203 Southwest W Westwood Professional Services, Inc. I hereby certify that this plan wee prepared bme y or under my Prepared for. 7699 Anagram Drive direct supervision and that I am a duly II{ensed PROFESSIONAL R�LOM' Eden Prairie, MN 55344 ENC41- t under the laws of the State of Minnesota PHONE 952-937-5150 MVillageke . Ryland Homes - FAX 952-937-5822 Drawm DWR TOLL FREE 1-888-937-5150 Ryan hi Bluhat 7599 Anagram Drive www.wiytwoodps.com Date I.iomse Na 257 Westwood 08/01/13 41Rooted °r`a'°s b'ydabC Edan Prairie, MN, 55344 Chanhassen, Minnesota Latest Revision Date: 08/01/13 0001664DTFOi.dw Date:08/01/13 Sheet: 15 of 18 Details Use MNDOT 3149.2A -, Grenular Borrow t 11 -i VARIES '.Ise hlt1C(T 3149.2H Cour e :Iter Agg. - (Pipe youndotion t ct r A r " I. if - la keq_rred) - i The bcttoro of rhe ,rencn shall be shaped to II he pip_ borrei far at least 50% cf Lhc outside diameter i 'rip 010, x 0.5 Din. I — _ "Di De^noi es o ts:de dinnuhar of pipe -exl=�t'n9 iCG d tiers are -r,^t acceptable cd r x fIi arid/orerr connoacjor rn - plan n, backfill I +' ^. Shaw, Ch CVs. p�.-Pe z, c, pot. bedcing arid Gaa,fi, shat be a_-., .. - - ;'in 'll ' r : e• I determine ,. of pipe .ser Ali Gr ei ur..r. c v le mine `ne de th o e � p rip ..embedment materiel If needed. Pipe, foundation rnate,in. sncl. _1 r _ .="rl tvlNl,)OT 3149.214 course f1',er aggregate. CITY OF PIPE BEDDING omm IN POOR SOILS REVISED: 1-10 ENGINEERING DEPARTMENT PLATE ND. 2201 "CONCRETE BLOCK (TVP.) I _-EES Y11', I l - ec nROurID 59 I_. C-_ NATER MAIN. I� I f _ 1 Ulf / ;:Im-1 -'m_ 77 Flml IT, aaaesa� v ,,)TES: J tl (� T '^eT AlAl MF r:HANICA.JOINTS.. J ONE ) _ . HYDRANT LEADS A VA uLCCK JNDER ALL GATE VALVES a I AT ALL T,E BENDS AND _ -- U i{ ,,.,ANTS. BP- GI -I':IN S IUTS A.N. 5 SHAI I SPRA _17 7 BOL IJSINC A 81TUMINGliS COAL [AR COAT SUPPLIED B- H J 'N,,J, Ac URER. SLEEVES .S AGAINST UNDISTURBED SOILS. Uff OF TYPICAL MEGALUG LOCATION VISED: 3-09 PU7E NO.: 900 _ ENGINEERING DEPARTMENT 1009 Ncturol Ground -J f rap+, Jorm+J Till Material Comaa C'ca -o U5% of the rtanaard +1 Procter Density II ( n III IT II—III NOTES: When existing soil conditions ore not acceptable for backfill ar.d/or compaction =n Line pipe tone, afire bedding and br k,fill shall be used aG shcwn on deta'I plate 2201. 2 A, soils engineer will be required to determine the depth of the pipe foundation embedment mate, ial if nee? ^ rice `ourdatlon material shall .sec accordance with MNDOT 3149.2H co„rt, 1:Iter aggregate. 3 ".e Bottom Of the Trench Snail be Shoped to F' the Pipe Bnrrel for at 507 of the Outside Glarr_ter. CITY OF PIPE BEDDING C��yp��1�r�tQ IN GOOD SOILS 08t1➢St)liGli RCP & DIP SEo:1-10 ENGINEERING DEPARTMENTPLATE NO,: .- - ' - -• -----' ---- 2202 I � 1 2'X2" MARKER - L -1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVI TY MAIN ' IJITARY SEWER SE �I d E C 1,INECT ^N DETAI'- Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance Z WYE PLUGGED END - 1 8 BEND t a' / _ \ 6i 'VICES TO '- f)SrG + ('D`tlJ Ll ON VII I -I PLASTIC IcItJ 'iL'.NE' U1 RS FOR DEP r F '__V-- �1 I S= E -',.-+WELD A apNT '+';! o- VF fi ; i 1 r � N SANI P L + f P` ., N Y EVrE . ri wA TEP StR /IC i k N I- SAME TR 1r INU°+ L FL FE 0;- NEXT TO 2 XL '.-lKFP ND PAINT TOP 6 rf PCS lCR r r,rl AN+7.T RF.}i IRF,-) ON PRIVATE PRIP RT'' I ,I . ^T FROM MAN TC -0,;SE 7 EEDG 90 FFE-. =LL NIP SHALL BE BEDDED ON GRANULAR BCHRCW 514A. CK COURSE _ CITYOF TYPICAL SANITARY SEWER SERVICE WISED. 3-09 PLAIE NO.: _ _,_.._ _ _, _____, -- A ENGINEERING DEPARTMENT 2001 - -- ted + - �� Backpaficll [ �� + r' + 1 '+ 1 t -i + 1 + 1 + + { {. ; t + / B { + i + i i + + - + + 1 C.5©c++ 1 + e i , via...rial If Required ( - � (see Note , t "Be" Denotes outside da =tete, of pipe TOTES, A soils Engineer will he required to determine the depth of the pipe foundation embedment materiel if needed. P'pe foundation material shall be in cacordance with MNDO- 3149.2H course flier cggreqcte. /. P.J.C. bedding sh li 5e M BJ .48.28 3el r_ t 3ern alar borrow w: n 'GO% passing a 3/4sieve, and less ihen 10% pest rig _ LIC". 200 sieve. 0 In"PIPE BEDDING FOR P.V.C. PIPE 2-10 ENGINEERING DEPARTMENT PtA1E NO_ 2203 Southwest W Westwood Professional Services, Inc. I hereby certify that this plan wee prepared bme y or under my Prepared for. 7699 Anagram Drive direct supervision and that I am a duly II{ensed PROFESSIONAL R�LOM' Eden Prairie, MN 55344 ENC41- t under the laws of the State of Minnesota PHONE 952-937-5150 MVillageke . Ryland Homes - FAX 952-937-5822 Drawm DWR TOLL FREE 1-888-937-5150 Ryan hi Bluhat 7599 Anagram Drive www.wiytwoodps.com Date I.iomse Na 257 Westwood 08/01/13 41Rooted °r`a'°s b'ydabC Edan Prairie, MN, 55344 Chanhassen, Minnesota Latest Revision Date: 08/01/13 0001664DTFOi.dw Date:08/01/13 Sheet: 15 of 18 Details ®2013 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or calI811.com Common Ground Alliance 1I- r gam_ - f 1- V Grate `lHown A 2- Ud -ra e Shown shell be _i. .\ 24"X 6" slob equaling for %Jeenan �'., \ , nS ter au�67 e+Cly o* catchbasto be transitioned /�� AR, o '- ,- , L CL 'rl- used of all low pants. �ItGO 15.5" to Back 15.5' to Baek 1 FINAL GRADE ------ - r- _.-. �.. o o •, `lot. i' I o 11 Grote ! ! I J Shown Natchboss'n Ireme & '"rate- .,,.^ VBeGrate. -J or v� �� ... .. .. �I ,. Curb is Fac a" I P �\ ' L JB Graf_s shale! be used at al low i / Is. ,�•` h Nlear Cours= is 5e 1/2.r , c�1�4% Abcve Edge of Gu tte•, '{ b TRENCH Direction o: -low '�� --- ---__ �. l pain II-... 107 MINIMJJ °' OF,. 12° r i ..JM ?LIED SA - PROaOSE�J r-'i�EE SE _ 1 / ---- -;11 18" AN' �`f - - GTj I - \;" .,..,. -:''7 `{ .;:.. / < is MINIMUM 6 SAND FILL ... ;-, 1 '-- .._ ecce - - �___z,r - '-- ---, r � RIGID ZION GA'd - ' 'NSJLA--TION SAND "ILL [o �' ..... �.,. ',, p p I - , P�/tIIV- ~' Neenah P3067 -V casting and _ ...rate or egool. ``�`--' Js nJ NiMnlcrete of 2 maximum of 5-2" ''" �'onc ^al!ar - ---I� _r Icr@te ad slrneni r:n s with full _ I J N g - ?g,. F �i,5`? ,, y ,. �� .$� beloww dssrlg IgG.:.=rp,.nessrUde A "b^ A 4> Ncerch R-30 i V3 shall u< -ed ,� , _. - tat „I for Paints. - �"A' �p� : In S 1 �\I It 1' ra rt`I= : _ f; 4" Topsoil, Seed t, i� 1/2'•--MNDUT 1350 LVWE3503ti8 & P.lulctr or Sed. ? ; CJrai!t tl{e-� � - <yaai 2357 W SEPARATION y �' `, ,:-> .-: j, Catct hn in casting beds of mortar. -`�9 I - lack 1_._._....._ • ` - - {'�"�., IT 1y end Gra` E@nah R"Ol V or equal -- Grate to be 2" below - 3" ra.Lu., caro box. cutter grace. - V - a ' ' ..�..---Precast concrete or _ - HOPE odjus ng rings. `� ° - --' -r _ -- 5" precast cinforced concrete slob. \ o 1 o t '\ 'r=o�J, \ ;u n Jritao'e Caner@tE ;r 2"-MNUO' 2.:50 LVNIN35D308 S'rm,un.._b:e-� 1 Concrete C..rb 12"-Closs 5 A r ate Ba=_e, 100% :.rushed g Jreg t. _ S - 3" S-(RcF0- /t A A • 5' transition curb or each ? "'- fop of barrel section under top slab � rurb & Gu"ter -- 24" MNDOT 3149.26 Select Imo'_}_,: - Iv3.JLH-inti - �Ide of catchbasin. to have flat top edge sealed with 2 '4 50"L<n \ _VARIES Pre a t concrete or -,. ;, Cif Ii ac' us mc, r'n s. ,., c! C rf u r /arl�s - G beads of Ramnek or equal. \�i� ~ _. r --- in on hole to have I A! joints Rebars I way A p 'OMETRIC �. - (•S 7 C B Note rams. err arrow (*See o e ) - I AJSITON T 5 SPECIFIED --- ONE PIPE LENGTH. DEPTH (P.'ICAL) INSTALL , -- , _ -ecce,_ -' 1/2"..., Mim Iur-�. of 2--2. Varies O rig r rgaskets- g uabe "'I -� 1, -..".` -""_-' No Scale I 1 C,A_ BF .F WITH MFA DUGS La ,T ;- J - maxiT lurr' of a 2 - Varies r cosi concrete section "n „ y, = FQF D. co-icr_tc adjcsmenT. 24" x 36" NOTES: rings . II owed A...^ 1/4" Preccst 3' mini-rur- I C•' 1. Dcghoases shall be grouted on ) I+-'.' ,;$�� ST�KI. c', II�.C. EIA 77P _FII�,t. N I' E 1 F to 1// Dec c` mo -.,tar _,,,, between Ecol and a H. �r" - both T.hP outside and `.ns'v7e. _ - -^_"- 2. No block structures are allowed. c 5' 0 5' M"n. r3r.: gi LPan Min. Trinsiilan p ----- ---- --.----. �. -_ 6" th1 k concrete collar (( 3" ;Gaut -�.�_._I o Top of o NOT PPE SHALL B-= CENTERED U`J=R INSULATION UN: -ESS OTHER'OSE SPECIFIED. INSU�_ATIGiy SHALL GJEKLA_ AT SEAMS By MIN. 12". on the outside. •>_! - _ --_ E / - , ,_ -- Dogh }uses snail 6e �.-_. -�-'-- Manhole steps, Neench p R'9$1J or -- 7' equal, 16" a c., A!un''n"r steps } \� 1 - „ opproved.,_� a '""�. x Curb 2 : w w 1 - 1 _ ---- - -w__.-_ -rt`_.. N _ ES 1OTMlrumum Riaht-of-Way Required - 50'. y rq 2. 'feximum street rade 7.07. J g . Minimum streetgrade 075%, _ r� COVER OVER PIPE a N,D`H OF Ly_Ul_STIPG BOARD - b grr„ed an beth the tet- - / i �I�i - inside and outside. ��` vTION y �6 . / 1 a n i(' ,�,_ / _ - Minimum Thickness, 6" for 14' _.:�_=�•-= �� \� 4. 4.0' Topsoil paced in dletu-acd areas. 5. 2 Rolls SOD Conine curb. J slat, .depth. Increase thickness 1" for Design gutter line \ 2-#4-� 6. The bituminous weorlrq a_Hccc hcI be piecac the r•.^.x: canstc:ctr_n ..- ''. grade 6 3 lCIE, 0. _ _ each 4' of depth greater than 14', \ Retl .. •� season following place^ne^t of tr.; bihJmtnous base 1. : ,ioP3 shall be provided it all catch basin/manholes and s.,,r.T setae" mar t, , "" and reinforce with 6"x6' 10/10 mesh. Frome & Costing 7. A test rill of t^e prepared subgrode shall be oerfcrmed by the owner 2 gstiny tr be totally encased in c_onrrele CUT,) e,:tion. structures are slowed, '.. �.-_Grout Go -aa - of mignha'a to 1/2 ��(-�I� -,J� in the presence of a city inspector. Th.- aty ho -a authority to require /" AND COMPACTED SAID SHALI. XT N, 12" PAST OC'TSIPF ' ''IPF ,i SHALL OVER LAP nT JOtN TS 8"' Mlt7 =}F i2" shims are e m'tted in the n; Ja.'n rings. "" p"r g StCTIv dicmeter of p;pE a--rJ slope Ck. No Scale additional subgfade co _ c±lrn br.s:..; ,r ef. - be laced along nfth Sir'PS .� f�oaW<I `ea plate rJ232 for 8. Drolr, tale shall p Y p _ ro;.t 2" toward invert. y de`ails. W10F WATERMAIN/STORM SEWER l1� Q11OF INSULATION M10F STORM SEWER CATCH BASIN affOF TYPICAL 4' DIAMETER �+�Y t� 4111�i 0 CURB �OF 0 TYPICAL RESIDENTIAL am=CROSSING DETAIL 2' X 3' RECTANGULAR0 CATCH BASIN MANHOLE cum=CH ATONSTRUCTION SECTION REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 2204 REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 2205 REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 3101 REVISED: 2-10 ENGINEERING DEPARTMENT pI ATE NO.: 3102 REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 3106 REVISED:1-10 ENGINEERING DEPARTMENT PLATE NO.: 5200 FILE NAME G: ENG SPECS 2204 FILE NAME: G: ENC SPECS 22"5 FILE NAME: G: ENG SPECS 3101 FILE NAA1E: G: G SPECS 3702 FILE NAME: G: G SPECS 3106 FILE NAME: G:\ENG\SPECS\5200 MENOMONEE 6 GIST m P_ t.. VafiOt31 P_ 7/2'r -� I4 Y, 'A f TOP HitUminaaS 1S ri - -P/I. I J .-Ij R6 R EWAY.WIDT INSIDE PROPERTY It `D' MAX DRIVEWAY '.. �.. NMMJ4'L'FF9WG. 'A 46LE rViJT-1-_`nJ --. RRf%L'S I1/2 -r6 n IF slope + --` 4 yer f.. R UA'R: IVFR AISIDE.l I 24MAX .wD-r AT RGw - - _ RO. W. IF A RADIO S INSTRL..Eh. Z ... rL - - _ ---. ,Ax0' L ,rsj O J 0 0 0 R J �� J .J _ _ .. > " "• A Mlle. 9F 3 RADIUS ° R ' EOIIIRED - vc'.__� ' - _ P �. n A A„ ('= F r /'� l f , G (2� CQ .._ lJAG, 'J E J U J _ 8" 18" Mr,DGT B61b I„GnaretE Curb qnr.. Gut,.e z 1 c I ..� -�; H"D<AN` o �� ., U� C Cl-? G G ��t C7 �� ( � J. r� U J C <J ! J J f+ Q a i _ ._ EDGE 4r Ex. PAVEMeNT - VP.t_LE P,OY. _ MIN._ "I' VAR. '`.� LAR. V , ..:.- / -�J ✓ -,.. Ra€.T FA2 -� A� A� rJ coG I(': Tib r r� v� C C_J9i>> ,.r ✓` �J rj (r•iT- J J J �, T}"--""'' �` � r 'E Distance to variable _Top Bituminous Material '' -' , S 1{ P -C. J - s.AwcaT Au sTrxT:T 2B'--- \ SANW' LINE END OF URIVfWAY ` I JAPiES J Fi PLAN VIEWS ; •37` r 3 r 1 /2 r 1 A CldYe �f i1 � tt [- \ ,' �� PATCH AREAS AND TACK 6EFDRE FA'MtNG. _ ' \T (SEL FLANS) I ,. "A l NR8 DR YAR RAMP WIN, ANO GUTTRA I P Mlx L.. 1/C R. REWWEC LAND. Y: r - _ r �'.. hGULAR PLATES VARIABLE SHORT HOFJ All RADIAL PLATES �. per 3 _ ,MnDOT 861.2 i`^rrGrE'e Curb r Concrete _a(h and Gutter '' CATCH BASIN IN RAD , -ecce ^� V PV Nag` ., ON B'T MINOUS STREETS CONTRACTOR MUST SAW'r.UT AND REPLACE MIN 18' WITH WEAR PAKML'Ji TO MATCH EXISDNG STREET , I 1/4" HE 'T \ 1 (`�! Tr ROADwk,( _ L. -J-`i �'amu'-�----t.- P R"- -rim"- .-- �'•. •. 002 4/FT_ VAX. ,y i-_..-• " rn 5 ,_�- �._1 '- "•. NOTE: mor Us@ Only Private Driveways, LJ61g C,UfB t3 & GL.TiER� a 10 --1 SURMOUNTAB E SECTION THICIRIEv4CDCW S. DRIVEWAY THICKNESS To THE RIGHT OF WAY SHMt BE A MINIMUM OF 2-2' Lr s OF ela;Mmous WITH s" x r~• Ass 5 FOR BASE ISS E_ ._- CURB •.+lLl- GMICRfr_ WALK L N nx rfJYT. oR w i� )E',T107 A -A TYPICA. RADIAL TRUNCATED O!)ME PLASS °t csz RADi s Latif r0. Fi'. r rf s DIAMETER wah Parking Lob, or Medians. '., �. {- �„ \ rcAII SITON t t.NR6 K GUT i i [:?Y - EASE { -.--.{ 0.2 J ` A a . ---.� `_"'-.. � � / ti�. i Ia1--- G I 4'°: CLASS 5 BASE � 1 2' 3• 2.v G ' T F p F./T .MAY V V i IIT VAX-, -AT 0 /� � FURN 7, ,, os - _. � � ;G r 2 A. -A 1t 2i /z o7 Tap Bituminous Materiel .� h� 63 R X, "`��•�•. �: .. A .A GUTTER _ r. _,rz FSM -n i W 5O' MAY DRIl cR'AY Y,1DT}i NH.DF PROPERTY S . J IF HARDCOVER ALLOWS _:�.. :oil _ `. it ; _ _ � ..., --. � ,.' - _...._-._ �___ � --_ _yA. - .terve" Y- I, •' - ^. (PI(AL RESIDENTIAL RA.D�US - 20' 13 2� 2a MAX wDT-1 IN Row __ .- --- --- - - LL^VA IION ,,Erilrnl J DJML 6 ! P EUNCA ILD ' '2" . / r,N _YPICA.L COLLECTOR RADIJS - 30' I H.n-W If8 � - }T --. R.O.W. Min. 'Il; TF:i' _c 20 300 - - 1 - - 20 20 //8 23 • ' \ 'i.. Su II F 11 AGID> I$ Pvir4 �� SR - '- �`C h ,r It.', ; A_LED, n MN. c= Y F" �'`__ -. I - CONCRETE SEE NOTES 1 & 3 J CYRPLY M Ti. PML2.. F:S W -1: THE' Nl1EY A 1 AMI,). ) Al ''LAI PA NCE FS ARE A, A.RfC TO ROWA it{6 DAL AO RV PLATE. SSOI ED Z GU ALLOK_U PRGVCEG THE' `!'Et v.811., Y,PIi� 'i wwr AI_CFSJdII1TY UI=C[UNFS {I'+ROWAi)- L6^Al ACENGES ARE anREG Tc AD(IR 3M u.R CESIfrys. .128_ 25 La- '/2 } 2i iJ is 23-9/`6' 3.77.. /D -. 11 1/2" 10 1/2^ rrcam'a.'lle Con re e .,U .fel"': {;Jfti and Cults, , RADIUS IS REOUIREC. I _- ++�-�-3'- 6Al.Y, OF CURB r-3 ;` j - -'.-r =. ` 3 - ' 5'� ,,... 54APC^,-I,� F P s A&L Hl DfT-.CTA9LE AWAl .S FIRMS THE FJIiRE WIDTH OF PATH VHEN THE PAIN ORDERS A ROAD. _TECTLFCE WM.0 ANE_ NOT T. BE JxD ON YDFWALY`-' UP PATHS WEN .AG?. II FU`nS :M RESIDENT. ORIM.'NAK. .3o 21-.5. 8 1 CO 25 )I F : 2PJ.. -- - - - ___ ___-- +-- -- - 6 Haight 1 % crop 10 bona transitional het ht curbing' _ 9 g I 4 h.-e19tlt 1.F'-=- : ( :a YJ {�;. F. �. 3 ,_� - - - '� $I Tlt'iF N '.S 3• L - '� _ __ ',,. ,, 0 TFCTAFAF WAPHG 5 4TJ'.!: B. ISFF "RF FaAIIRIAN Af{{SS !: {T=5 CRESS COMMERCIM DI•R'WA,S ILA' hFC "B,ACfO Wl. TRAFFIC YIT^A C_A�S OR CTHEflM$E FERN:T+pj ID 9�ERAIE ONE AAJiGG RUACWAV 5 -OF-r. E DUTIES1PA9 AXI; -LE NA'.CM1 OF: ERENCE VER LENGTH O' fiIN. (AS OPRDSEO r0 a REUTrE iLfFE Wt'H RES SL i0 .55 22 3.56 ,$D U t7 T -OV- WARNING 91EtAl'Y SHALL F2 LOW THE PUBLIC FNS. 01 NAY RG .SYBILIry 611JE N`S (?v,OWAGJ. - .r " 4 4 ID srcx<_ FOIE J.. PD.ils, cA31rv£T". d+OmJi ms:e::rnoxs ARE oWT:D rN rr . _ RA!!P M PA'I{ :r(AVf_ ..sUIJRR£ Ot RADIAL GRID PA -EPA.. _. ,. .° _ UE'E::iAIXE WARNING SURFACE STALL EIC RAIU FOR A3 frillNCFtLO 9-. 6..tIdLE NAR R Ap,-. Rf^1JIRED: "..-... ---T-_ :. . �.. , r .._... __ .- -__ .... ___ _ __r _ . ___ _`.- A ..! :.- ... I A.-- - b • ° MOTES. J F/2 -NFO- E:fPAVS:.h .Cr.1T. Ii7�N H °REFlp4aO SJlgi nLLL1 3 ,-. ' hGtGE R 4' % a MINIMUM LAH�3ty S: ?LAN.`, TOR PR_,', :=::y5 ..1.9?L NJIIIER GF AHEM MAY E:SCfEO t-w'/Et. AS _XI:1R';riEO. INTERS RNAPS LAND: S..T CifNp..O TRANSITIONS PROWDE ODAFS BY THE 5tN1AHF FOOT. q RU3{ PEDE5 FAl J'VN TUT TO iH_ COMMEY. W1FRF {'r.n .-R.aV a .I;' .O;1PF5 DROSS Cd.1MEkC14- OR'IEWA"5 ALL tRUNCATEC "NAE SY51£MS SHALL °LASE IN siRlCi THAI ARE PROVIDES, WIN :RAFFR CONTROL DEVICES OR aCT.' OVNCE "Il: 'HL I_C;kIMFNUrtMONS OF THE MnNUI aC•JRF _ ' -i - ., _. f;. L-. L. ,_, ,_, TYPICAL 6 THICK CONCRETE D:IJ-NALK. (j PLACE TH_ DET'LTA3tE wd 11 AT TUE en.^.{ m 1111. AHEF ',N ,. ll...tC WAKIAC SYSTEM Ni A PFOPPRIED `eC_ Xf CLE k_ALED AT Pf T.A4% o- A RRJIAL CURS Yr:, HAND FORM TFF Ol TO TI IF CM. ATFCTA3I F WAANN; AREA VIAd W 1 NP MIN, W ?NE IT:ILAMM PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY, , CENTER TO CENTER DOME SPACING, 1.0 MINIMUM. 2% MAXIMUM. AT PFDt RA RAL WAY CROSSINGS, V BASE TO BASE DOME SPACING: 0.65' NJNIMUM. 97turinou5 Surface ,,.. _ -- -.._ rfaC@ + aI. ( ,_. - : _ 'ANPOT B61 B CONIC. Gt•JC. ii A OIL NTABLL ( G� NOTE_ j DRIVEWAY T-iICKNESS IH RAIL SHALL &E A M NIMUM OF 2-2" 4Rr° OF LJ Z UrjE a" THICK FUR COMPERICAL DRl VE1f A 11 CROSSING, DTIF:'IFN FERFENUIC LAR TO FIL :WADE URLAK Al. S.1 L%IFN" THE =uu WUTH err THE CJRO RAMP, rA� 'i ,7IE Ail AL 4'ARYtG w.FAr£5 ARE usl UP Ia DIM CROASTANCES AHERE ME EDGE OR THS WARNING VJRFAm :S HOT FARM Ia TO GN RAIL LA,IORMS M tRE JOARGING EOAC APE NOT PROTECTED. T DGME BASE TO PLATE EDGE SPACING: 0.35" MINIMUM, 0.75' MA VUV ,='FI:IAN1 NAPNIPG 3HAI-L F%TEND: ..JU .. -- - 3 1 Jr - Imo ' 'FI >JRM cYL : enUM1N0U5 WITH 6" CF GLASS 5 FOR BASF ., Y 1r 1 rill ' •. PIIF f'XA OF TIFF CIAGi RAMP PAI OF TRAP', IF FDOF OF IF OTTFG'AaI WARMIN. SLRFACF SH9UI0 NF°FR RF MORE. THAN J IN[Y{_S IRAN THE FrTF OF THE RAWR 4 MINIMUM OF 24" N H. FRESTON OF TFAAE A SPAriNO VARIES ON RADIAL PLATES. -THE 31JLL WIDhI OF THE RAMP, '_ANDING, OR 3117!,}ED WAN'SIMON. (�iYFICAL YAOiHS A`JAIC le, 19'. 24', 30", 35'. _ 7 oe -armed Shoe --.. _-_...... ecce--- : /• ... • .3[,., j l J .4-A _ _ _ _ . . IF ,HE E U NEEDS TO BE RLP -ACED DIEM ME ABOVE S- TO FOR >THEG: REPLACEMe:JT SHALL BE CSE" AND BIC CURB REMOVED iG THE N€AR'cS TO IT OR SAYA,iJT IF '• or IN T` EXPANSION SP/ ..- J. j0INT SPACING AT S N �R JA'''_>. - F O JN JOINT J N - C„ C. .R, .; l _r-� X .. -- ; "-. �_ ITEC. JAI-, {rcD 1J.'i �• l -`I:,, ,.IVIG FFI<, '�.'',.t G {aJN rR.�TE J?' � N._._ IID _. r5 r¢Tfr-AY.f WAPr&.Y.. ARFf :Pall .k`RA.' "J4:A.F Y'MTi Tnr A05AffYT GLITTER. ROADWAY. OR WA.HWAY. AlD if GRAV H fatia ✓ �J H.o.. id�.; I rzbaP u:., I f r RJ 'EC AITWy ;^ rY POLL VOTH ON EITHER E^NJ. UHL .I 'I - R "H`- -IIIC ILLI _1111` JE IHC PUBLIC_ JS_ A2EA D o- .?A'_ FLA T'JIItI. =Heb« n IAPN;RAC UNLR$ 10 A11 I -Bi E , JC N r� FA I/ I F nL J C I H R ' ?FR '. �' -..: I nL "CAII i; TiAX 1/+ 1 ! RE OYI =k3 fR I L W L u^, CURB MILL REMAIN TO THE NEXT gP1T AND GJT.R i D+- Ma PTAH'. FPS.: I)pA as 2E. ._ l .. _... / =�ti1. „- ,�7 ✓q.G FI E : ".. r/r Flc?i r. -; 1 ,,N. /, :I ., .R A,A� "-1F �.�__. QPiOF TYPICAL CURB �Y p TYPICAL CURB 1�1� v111OF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES �y 09 U111OF CONCRETE �+1� p o PEDESTRIAN QTIr,O�F DETECTABLE WARNING SURFACE �pC��p�'i�O[ CURB RAMP MGM AND GUTTER RADIUS SIDEWALK am= Ui1B�ril1 � TRUNCATED DOMES WITH AND WITHOUT CURBS REVISED: 3-10 ENGINEERING DEPARTMENT PLATE NO.: 5203 REVJSED: 1-10 ENGINEERING DEPARTMENT PLATE NO,: 5204 REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 5209 REY�SED: 7-10 ENGINEERING DEPARTMENT PLATE NO.: 5214 REVISED: 5-T2 ENGINEERING DEPARTMENT PLATE NO.: 5215 , ,, ;,,;, REVISED: 5-22 ENGINEERING DEPARTMENT PLATE NO.: 521 5A -11 FILE NAME G: ENG SPECS\5203 FILE NAME G:\ENG\SPECS\5204 FILE NAME, G:\ENG\SPECS\5209 F1LE NAME: G: ENO SPECS 5214 FILE NAME: G: ENG SPECS 5215 FILE NAME:G:\ENG\SPECS\Sz15A Latest Revision Date: 08/01/13 0001664DTF02.dwg Date -08/01/13 shy 16 of 18 W Westwood Professional Servitors, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1.888-937-5150 Viftstviood www.westwoodps"com I hereby certify that this Plan wu prepared by me Or under my direct supervision and that I am a duly licensed PROFESSIONAL ENIIJEER under the lava of the State of Minnesota. Ryan M. Sluhm Date: 08/01/13 License No, 41257 Prepared for. Ryland Homes 7599 Anagram Drive Edon Prairie, MN, 55344 VVbL6iL • • vL7I& Village Details plainlF c2013 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance 5 FT. ERIN. LENGTH STEEL %OST AT 6 PT. MAX, SPA.; NG 9 FT. - LENSTti C -_EL POSc SAMPLEEROSION CONTROL afrl Sign A MAX. s n l e— SEDIIv1ENT TRN. MAwu! a le r cr b_,,-',, tr.. r,' a„ Re, aired :: I UrgTE.rnL:_ FABRIC rs4lµxJELE r<.Bslc PLAN FOR MU TIFAMILY LOTS aETwEEN -acro wATEP IYPF 2 HEAT DUTY — g : : P A -1C ZIP TIES /3.. Vh..� LASTc 71P TIES _ aM10 CIS"nikb U S --,IL _/. 5..,IOni I 150 Us. T=NSLSj r L.B. TENSILE) ! FIG ENCHORAG _ - I LOCATED IN TOP a" X51 ILE,a IN TLE e" �F`;CH.BAaI(Fi..T.. v:ANtJFACTURED 8" :P/IMCO,LLC.SHA.KOPEE, MN., 1[� - - - . . . . . i 2 -SLB. 7 J err I PRE COMPACTION ZONE ( Mlh (AMP€D r,r-"---.. ` _ M 2 9ER'N 6UiY PERM: TSR FF -. r NATURAL SOB- LSS BROS., CGk..JkAN, MN. CH LQUAL I -(5T 1 - sC,FFQ''wATV OS W;JEliwnr _^ col+ma. ;+Fo A,dPCENr =c 4�lOODEN AT}J SHALL GE NAILED � 2 Y. 4" HOP.170NTAi_ MEMBERS C I 2 - _� _ vt SSSS ._._._. 1+N 'see detail -��. SUR`PCE WADES T p_ +F r r, t o:gn FO=c -w -� -i r r r c ��"�"^ r.«.....,.77!/1 " �0 SECUFIF'IE FILTER-ABRIC. BOTTOM. 2 3/8' O.L (2) 5/16' r 1" �r' ELMza + _- ,�t �Ff!'1FICx1 T10PJa,_yIP!✓J. �TF�PJDt,RDu DESIGN LEAD_.. ,ao• ECIJ .�I TO THt POS- 1i EividER �TTINJO'-A AROUND G TCP II P YTA IR �O WE�.Hr ieU EAT I E JEU TO .ACF I POST _ GOIv n z d eel rlLow FLOW Galvanizer, c - BOAS - w 1 ?w e M1rI. is - G�SOENT SILT FEracE� 1fiD COMMON NAILS r oripe 12 GU c POs ._.. .. o ow MACHINE SLICE Cr -ION 2 - J -HOOK SILT FENCE ? la'^perproof - -^++- 8 2' DEPTH OPTIO iASC IM v 8rH EVTKn. H/A BU'T FEN'CL i0GE'PFF Al PROPERTY LI-ko h 2" /. 4" X '' LO!'dG FdONC (LAMENT CEOTEXTILE with `Nd^ ens c c PWs afr W= cot:. srr.. uT1-vn.. u•-e,r mcrars R/. avEr.+LAS AT =ewERTY uNE r:. �� ' a7" _ Vv00D PGTS, 8 REQ'D. mm7 FABR: AS PER MNCOT TABLE _ NATER VIEW FATE h,TRuv H IYGE rr rLTER) O/Gr u,s 9 s4cu, 3 -1 T F^ CE_. MACHINE SLIC'_D %j SILT FENCE, HEAVY .AUT -(•1 2 �r xs c F lash - osw. sum Aur�Eu•Tr�rAl+ptoy 1 C 388E-1 (M Ara'if�L S!_ICED�. _ P/7P UAXIMUM Q`sf FLeW RATE LII ET; 0 15- NEPA 0.--` , 6, 2' Min. `i, .. ! LCI 2 A DITIGTJA TTOM GF FABRIC Curb —.� or:,g' _� 1 1 r' r FLAP AT DOITl3M OF BOX 5 FT. MIN, LENGTH STEEL POST 1"-2" CLEAN CRUSHED ROCK -a`� s= GEOTEY•TILE FABRIC _ 1 ING • ' A pp /� (� r /-• I b f.Ed ' o-- du«,n . h F^:oma hi lir A' S T MAX.M.AX. 35' NIDE IJ O D' L � ; 4 c`r .«SSSS ILC I�Ii: II 7F 1Y`I "f)TT� —III—I Ibi r."-TTI5 Rn cher Plate 3L6. T Anchor L_ v_ :,o s HTf Post- Pneurnatica ll/ „riven-STAPLEr �- \ PERIMETER y w`F� T LENCE FABRIC A=,CHCRAGE TRENCH. DAOKFYLL i \ Sr*Ak• MULCH \ Typr.nl Street Typical Traffic �: ver- TAMPED NAIUNA': COIL nstal ation Sign nstallat on v;_ �ttctc OR Pure -.. fl 7 i.. / Flaw 41, - / - - � —WA RTER nF OW WATER Z SILT FENCE 0 BE PLACED £41G' �F ,T'r OIrRFLOWOVERT1 1 - CENTER OF fR& ASSE0.fBLY / .-- s r,'iJRET R„r GUTTER --� - A/ r• OyERFfOW 2 -TOP OF CURB BaX / Ori rOh OUR. SEE sL.DPE/GR P.:�< '') yE LAP JLT FENCE - a AND LI NGIH CiU TERJA. 3ELOw 10' FA TEP ASSiMRL MIN. o R i 1 \ P MING=1 ': FOR rc+JCR �' CSF\ �-{'' �`,... '�„ _?FET ENTRANC.I- Bolt Pos: With Sign CI "MIN.D_PT=: FOR WOODCHIPS �c'OQ ni 0�\ -,.." x <',�a �.'� \ 1. STORM SF1 - _ _ --. 8-16" FABRIC -FLAN- BURv to Fsi in Concrete Post �t T FENrE I'P_ASSEMBLED t1�„2) I AE'E Pl••' C -Xr- - //yi,('�-..� < rr yfIvc0 GR :. LFA i`JL.E..T PROTFCT,ON DF 7"- '�/' Expansbn Joint Material CURB =NT CONTROL 1 GND-R ROCK TOGPREVENT 1 .- vnr? - A \ . \.. JIM - + Wolter resources Staff mus be contoctea befc ':'.yjali Gcwoternrg activity UNGEPVJF+SHiNG -- 4 Side-, Full Depth _I j •.`,.�'�.> ,� \�.E� . are necessary at aowr, ,,,ping property and scree' SLOPE N.rrete edimen con roll f " GRACE edge Potc'HaT aa.ent controls need to provide contninmeat by turning H7 _ LESS' THAN 2% F' ibltdl �---GOO { j I 2 -_ 5.7 15 FEET '8" MINiM..M OJT OFF BFPM 2n \ ��a i-..�`.�.`•. ptrirnet r contras coU ire-lcto lte,prolop - `P ,^ `--_ - 2„ g9AS=iED ROCK 5 -10% 50 FEET _ ' 'erirneter con tral• eon in c3„de litter aqs, mulch terms and/ar silt fence. ,, L V GEE? X 2' WIDE `tea c _ _ - 1n - 2G 25 FEET Tfi MINIMIZE RtJN'JFF FRO"! SI _ ; See MNDot 5 3857 & 'LSY3 ' RT 7' rTES .' Pae GRFAIER THAN 7_Cy 15 FEEL SILT E F N Parc 3 & SPErS ,Gl1PCE 2r�5 �� Temporary stackai es anngt be la ee, in drainage swaUes, surface waters, or on c_:ai:. PF r r _—C� 23 XIt-N-FLOW EROSION r i JTR.ust nave pen •eT _o --r 2571 ?, 3886 C n c r FILTER FABRIC � A i To PoteCt Arca Prc't e-1 Ficw LOCATION OF .,I_T FENCE ., 1i. r, °0ticn FOR SEDIMENT CONTROL 0 �.ir. Anchor Plate Metall �Arse, J Topsoil te has a m:NmVT of 4-6 1- k f +opsai. HIGH-FLOW FABRIC I" SiConstruction ec+-arce-1 to 2" clean crushed rc,Ls at a depth of 6 inches. NOTES: i- 0ov- • House Roof Penne-er-Strove mulch at 2 Indies deep around house directly below CONTRACTOR SHALL S--iNSTRJCT 5115 80X TO FIT I youievord Location of Scree', Signs and for Traf`c Signs, Ccntarr Chenho.=sari VAR Ag L F g g. g r)E51RP.6�- ran' 'no. If Howe has rain gutters, downpout5 -ieed energy d,ss''..pation. AROjND THE IhiLET STRUCTURE `FATH 6" M MlyLVI SILT FENCE NEAR TOE OF _ - - -_.- !:-_ _P positive grade to cher waters of the stoic need CLEARAN QE TO EDGES OF SiPJCrJRE. SILT BOX [10 t SuperintPr d-nt (g52 -2[1-13G3). SLOPE ODTSIDE or NOTE: FILTER FABRIC SHALL BE PLACEU UIJDER i?CCK --.a: Slopes-=-ec-er than 4:' w'1tt• ateriel Sreu-lccl;ans Se Section 4.11 of Standard Streei Suss_ --„- _ TO STOP MUD MIGRAT... THP,OU„H ROCK. - - , ., - _ . „ S ,.r ” - F P'F;CEL' KI 6d`; OPEN SURFACE Br F" BE_CW x,Nz RU(' ,.yr. MIr., 1. EAN ILT=R Mr DIA AZL_R EPJ' ArJD REPIJ+CE IF F._TER Iv erouicr co-t-ol blcnkets and ternperary or pennanent .Seeding. 'C B c Signs with 9 Sq. Ft. or Mcre rf c face Ar=a and 3 0' cr Tn S¢ L -- -" - -- ]6 -,ED NI`-SGDIMEi'iT. " "wales -Need :.Ian is over the final 20ti'. STRU„TUE JPENING. TGP 0= :+!LT BGF T'J _ur c r Le Mounted w.tF Twu Separate Posts. EYIEND 11$" MINIMUM AE11, EXSTINGr 7 ;,,r 1_.r.s ha',.I Oe the Same ❑s AGcyc, Except tr.,CF SI F_hirPL , ,keCe (31 ,e <. ,.-9 y_L�-,yl_,r1'Fr�L2°Efl�OVE ._BAS/SEGRAFtdT F^' t' %CIE ArE? EACH PAIM1I EVcNT. +rc ::j ch .r ams i' e is 4.1 or greeter. I I L �ySTREET AND �+� 01ROCK A� p�qW110F SILT t�lllY[ CATCH BASIN �Oi EROSION CONTROL FOR 4111OF SILT BOX SEDIMENT TRAP TRAFFIC SIGNCHI= FENCE CONSTRUCTION WNW SEDIMENT TRAP MULTIFAMILY LOTS (TYP.)INSTALLATION ENTRANCE PLATE NO.: REVISED: 3-12 PLATE NO.: REVISED: 1-10 PLATE NO.: REVISED: 1-10 PLATEREISED: 2-13 PLATE NO.; REVISED: 1-10 PLATE NO: \ENG\SPECS\5217 ENGINEERING DEPARTMENT 5217 F1� NAMec:\ENc\sPEcs\s3oo ENGINEERING DEPARTMENT 5300 FILE NAME: G.\ENG\SPECS\5301 ENGINEERING DEPARTMENT 5301 FILE NAME: G: ENG SPECS 5302A ENGINEERING DEPARTMENT 5302A FILE NAME: G: NG SPECS 5302C ENGINEERING DEPARTMENT 5302C FILE NAME: O:\ENG\SPECS 53024 ENGINEERING DEPARTMENT 5302G W -sere che naw fi waver sheeting, place sod str`ca ac'penciculcr to the direcl'on -,f water flow. SHINGLING SOD sail �!J-- ED S+=LQW WEIR PLAN ACCEPTABtE ATTACHMENT TO KEEP I.JNER A PLACE 2"-3" CLEAN STONE 10 MIL PLASTIC ENING, A:1 ";P .,TR 'rTEC BERMS \� WA T rJUT A t -A__ _ % 12' 41W `'" EXCAVATED CIT I d SECTION n—Y, dCiT-S: 1) t OCAT10N OF THE WASHOU- AREA SHALL RE AT THC D SCR;-T1ON GF THE W -ere the flow of water i, CCNTRAC-OR BUT !T MIS' BE SHOWN ON THE PLANS AND SHALL BE AT concenTtrate<:, place sod stips 'LEAST THE MINIMUM DISTANCE FROM THE RIG -T OF WAY AS REOUIRFD BY parallel to the dl ection Of LOCAL JURiSDICTON. THIS 'NA`SIh OU AREA ShALi_ E- LOCATED IN SUCH A -OVERLAPPING SCI'' water tow. MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR 7(1 T'. -..E STABll.-12-D POCK CONSTRUCTION EXIT. bIIlFough pegging on sod is not cpecifica ly required It i=-.:ndersroad Lha; the 2) HARDENED MATERIAL 5HP_L BE BROKEN UP AND CLEANED OUT AS cn tractor will be res onsible for the successful e_taa=ishment of th-.e Orsi 'neludirT^ NEEDED TO MAINTAIN A UNDTIONING WASHOUT AREA VOLUME OR air or re loceme-T4 Of sod which bec..mes di, aced or da c J due to lack c- DIRECTED S THE Etdr 1\EER. e p p p0O` 3i HE `1JAH DUs APA MtJST 8E GREATER -HAN 60 F_- FR0,1 FII" TITEES. „rotcction or proper care. .:r eASHG - AREA ,UST BE SOE GC TA11D F . , , or r.= r.. r affOF SOD tff10F CONCRETE PLACEMENT Cffo= I WASHOUT AREA REVISED: 1-10 PLATE NO.: REVISED: 1 10.-.._ O.: -.-_ - --- --_.. PLATE N FIIF NAur-P.\FNr\SPFCC\53D3 ENGINEERING DEPARTMENT 5303 FILE NAME.G:\ENG\SPECS\5304 ENGINEERING DEPARTMENT 5304 Westwood Professional Services, Int. 7699 Anagram Drive Eden Prairie, MN 59344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 wwwmestwoodps.com I hereby certify that We pbn was prepared by = or ander my direct supervision and that I am a duly liceneed PHOFMIONAL MON= abler &a laws of the l;taft of Minnesota Ryan Ao Blul Dam 08/01/13 ItAcerm NM 41257 1 Prepared for. 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Nb.a b.a 3.5 0.1 1,465 sf 35.00 StatArea 4 60 b.o b.o 3.7 b.o � 37.00 N Illuminance ,329 sf 0.77 6.9 60 b.o ,b.o b.q 1,813 sf b.o b.o- -----6�---- b.o b.o® b.o b.a b.o b.a \ b.01 b.a b.o b.o .o b.o b.a I b. b.P b.o b./ q .o b. b.o . b. b q,� b.o b.o .0 .o, b.o D. b.o b.o b.o .o b. b.o b.o b.o b.1 D.o b.o b.a Ib.o .o b.o b.o b.o .o b.a b.o b.o .o b.7 `z.s b.3 .o b.o b.o b.o .o b.o b.a I b. b.P b.o b./ q .o b. b.o . b. b q,� b.o b.o .0 .o, b.o D. b.o b.o b.o .o b. b.o b.o b.o b.1 b.2 b.s Arrangement .1 LLF Description Max/Min 5 X2 BACK -BACK b.1 b.1 b.2 b.7 `z.s b.3 F5 b.1 3450 .1 FCA5500 3_36W T8 3'6 6.80 32.00 D.1 b.1 b.2 b.5 1.7 0.1 6.90 33.00 b.3 b. b.o b.a 3.5 0.1 7.80 35.00 StatArea 4 Illuminance Fc 0.85 3.7 0.1 8.50 37.00 StatArea 5 Illuminance Fc 0.77 6.9 0.1 7.70 69.00 .1 X .2 o .o b b.o b.o b.o b.1 b.2 b.4 i o i.g i.3 b.s_ b.2 b.1 b.o b.o b.1 b.2 b.a 2 1.2 i.B 1.1. b.2 b.1 b.1 b.1 b.1 3 b.1 b.1 b.€z•7�.€( 1.0 2�_1_e_ b.7 b.3 b, b.o 4 b.o b.o b.o b.o b.o b.o Ib. o b.o b.o StatArea 1 1 StatArea 2 _b.a StatArea 3 I b.a b.o b.o b.o b a b.1 .1 b.o b.o b.o b.o b.1 b.1 b.2 b.4 b.6 b.5 b.3 b.2 b.i b.0 b.o b.o b.o b.o b.o b.o Ib. .o b.o b.o b.o b.o b.1 b.i b.1 b.2 b.2 b. b. b.o -D_0 .a b.i b. - .2 b.2 b 2 b.1 b.1 b_o _b a b.c b.o b 1 b 1 b.2 b,2 b.2 b.1 b.1 b o b.o b.a .o b.a b. b.o .a I.0 b.o Ib o .o b.o b.o b.o b.o b.o b.a .1 .1 30 b.i b.il 22 b.o 22 b.0 24 b.a b. a 22 b.1 1 22 b.o b o 30 b.o b a b a b o b.a 30 b.a b o b 1 22 b.1 22 b.1 b 1 24 b.a T-1 ' 22 b.o b.o 22. b1 30 b.a - - b .1 .o .o .a c .a b.o b.0 b.o b.o b.a b.o b a .o bio b o .a .0 .a b.a b.o b.o b.o b.o b. b.o b.o D o b 1 .a .o 100 b.a b.a m 1,813 at a 1,329 s('a 1,329 s/ e I, 465 sf m 1,329 s! a 1,329 s! up 1,812 s( m m 1,813 sf 7,329 sf m 1,329 sf a 1,465 s/ 1,329 sf 1,329 sf �� 7,8]3 s/ up b.o b.o b.o b o b.o .o b 1 b 1 I A .o b.o b.o b.o b.o b.a b.o -b o b.a b.ol b 2 b 4 b.o b.o b.o b.c b.o b.a b.o b-� :o "30 b :o b2g - 24 b.0 z?. 2 b 8:13 - D 1 z - b3� 22D. 2 b. .s -to b7T 2 .30 b� b.o b.o b.o b.o zz b.o 417 b.o b.o b.a b.o b.o b.o b o b.0 b.o b.o b.a b.o b.o b.o b.o b.a b.a b.o b.a b.o b.o b.o b.a b.1 b.3 1.0 Mil, 1.4 b.4 b.2 b.1 b.o b.o b.a b.o b.o b.a b.o b.o b.o b.o b.a b.o b.c b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.a b.o b.o b.o b.a b.1 b.2 b.5 1.1 1.2 b.6 b.3 b.1 b.o b.o b.o b.o b.a b.o b.o b.o b.o b.o b.o b.a b.a b.o b.o b.a b.o b.a StatArea 4 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.a b.o b.o b.o b.o b.o b.o b.1 b.1 b.2 b.3 b.3 b.3 b.1 b.1 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.c b.o b.o b.o b.o b.o b.o b.o b.a b.o b.o b.o b.o b.o b.a b.c b.o b.o b.a b.o b.o b.o b.o b.o b.o b.o b.o b.o b.1 b.1 b.1 b.1 b.1 b.1 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.a b.o b.o b.o b.a b.o b.a b.o b.o b.o b.0 b.o b.o b.o b.o b.a b.a b.o b.o b.a b.o b.o b.o b.o b.o b.a b.o b.o b.o b.o b.o b.o b.o b.a b.o b.o b.a b.o b.o b.o b.o b.o b.o b.o b.o SITE LIGHTING PHOTOMETRIC PLAN I I ';cAl F• 1 - qn Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Max/Min 4 X2 BACK -BACK 5200 0.750 HCI-F136-L-B4-CAC-70HPS-QT-LV-A305-2A-P432-4FA-12-RAL9011 N.A. • 2 F5 SINGLE 3450 0.750 FCA5500 3_36W T8 3'6 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts Illuminance Fc 0.13 6.9 0.0 N.A. N.A. StatArea 1 Illuminance Fc 0.68 3.2 0.1 6.80 32.00 StatArea 2 Illuminance Fc 0.69 3.3 0.1 6.90 33.00 StatArea 3 Illuminance Fc 0.78 3.5 0.1 7.80 35.00 StatArea 4 Illuminance Fc 0.85 3.7 0.1 8.50 37.00 StatArea 5 Illuminance Fc 0.77 6.9 0.1 7.70 69.00 Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLLFREE 1-888-937-5150 www.westwoodpLicom I hereby catl[y that this p1m was prepemd by me w under my I Revi�nc direct sapervil and that I am a duly Rimed PROFESSIONAL ENGE41M under the laws of the State of hfiunei Cory L Meyer Date: 08/01/13 zilem.a No. 26971 Luminaire Location Summary LumNo Label Z 1 X2 12 2 X2 12 3 X2 12 4 X2 12 5 F5 4 6 F5 4 Prepared for. Ryland Homes 7599 Anagram Drive Edam Prairie, MN, 55344 For Additional Lighting Information and PricingContact: On -Site Lighting & Survey, LLCM PH: 763-684-1548 12' Based on the information providi all dimensions and luminaire locations shown represent recommended p airtlens. The engineer and/or architect must determine applicability of the of the layout to edstirg or We field conditions. This lighting pattern represents ill uminabon levels calculated from labwetorydata4ken undermnt"Woondifions ddlinng current industry standard lamp ratings in accordance with Illuminati q Frgineodrg Sudetyapproved matlwds. Acutal performance of any manufacturer's l uminers may vary due to,sroon in elecacal wli tolerane, in Iarl And other variable field coulitil LIGHT FIXTURE )LE ,INTED FINISH NCRETE POLE SE (24" DIA) INISHED GRADE SITE LIGHTING POLE DETAIL NTS SouthWest Village Minnesota Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance 0' 30' 60' 90' Latest Revision Date: 08/01/13 0001664LPF01.dei 1 Date: 08/01/13 Sheet 18 OF 18 Lighting Plan Plop R SCALE 1"=20' SOUTH PERGOLA SCALE 1"= d' SIDEWALK �— mss• PERENNIAL ■��nn� c-�mnu�u�uuwnnu� �n FLOWERS '�IIIII' IIIIIIIIIIIIIIIIIIIIIIIII III CONCRETE PLAZA BENCHES ENTRANCE MONUMENT DETAIL SCALE PIERS ' ' • CONIFEROUS * ■ - SHRUBS ORNAMENTAL_ GRASSES ,'�"4■ ��. DECIDUOUS - BS DECIDUOUS 'AJW-WA SHRUBS ENTRANCE MONUMENT PERENNIAL FLOWERS 0 EXISTING LIGHTING W� �z Ll CONIFEROUS SHRUBS PERGOLA PERENNIA FLOWERS SHRUB ILBOX DUOUS JBS MAILBOX -F BENCH DECIDUOUS _ CONIFEROUS SHRUBS SHRUB L7 PERENNIAL ellI J will, I ARM -AL -AL, -AL .,mad or SCANNED (r PI&A, 000 • �� ! . w� �{J yfly 'a :i F WA A' DiiIA L F I I i 02013 Westwood Professional Services, Inc. 4 I U a n TUG z Q. W Westwood Professional Service; Inc 7699 Anagram Drive Eden Prairie, MN 55344 CITY OFCHANHASSEN PHONE 952-937-5150FAX A RECEIVED 2-937-5822 TOLL FREE 9888-9375150 AUG 02 2013 wnvw.wesbwoodps.com CHANHASSEN PLANNING DEPT L -I IVI/ IV Li V V LL V/ INL/ IV/I VL/k/I I\/ ry ,^-L-/--II /V IJ. Il/—l.~. 60 Proposed Zoning: h 1,812 sf h Total Multi—Family Lots: 1 Gross Density 1.38 ac/un 60 Front Yard Setback 60 2 N 1,329 sf 60 3 4 N 1,465 sf Building to Building Setback N 1,329 sf N Maximum Hard Surface Coverage 60 Proposed Hard Surface Coverage N SOUTHWEST VILLAGE allocated as Open Space Required Off—Street Parking ry h, 329 N 3 N I / 60 N 1,329 �sf N H 660 Is 1,813 sf T 60 60 N N 1,329 sf 5 60 1,81�'f y 60 L -I IVI/ IV Li V V LL V/ INL/ IV/I VL/k/I I\/ ry ,^-L-/--II /V IJ. Il/—l.~. L-------- I__ — I hereby certify, tier " Plan. was Pr•ATed by me or ender my, direct zTervWcm and the I em a daly 8amnd LAND SM17"O& ander the laws of tiw Slate of hUN NOTA. Craig W. Mores D.a= 8/02/2013 Ucesee No, 23021 crew. Chdced: CWM Drew= SRS Record Dawiaa by/daft Prepared for. Ryland Homes 7599 Anagram Dr Man Prairie, MN, 55344 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Development Data: Existing Zoning: PUD Proposed Zoning: PUD Total Site Area: 60 Total Multi—Family Lots: 1,812 sf Gross Density 1.38 ac/un Zoning Standards. Front Yard Setback 60 2 N 1,329 sf 60 3 4 N 1,465 sf Building to Building Setback 25' min. Minimum Driveway Length 20 I_ SLANT Maximum Hard Surface Coverage 509 Proposed Hard Surface Coverage N SOUTHWEST VILLAGE allocated as Open Space Required Off—Street Parking 60 4 1,465 sf 60 Provided Off—Street Parking 10 stalls N N I / N 5 1,329 sf H 660 Is 1,813 sf T 60 s' L-------- I__ — I hereby certify, tier " Plan. was Pr•ATed by me or ender my, direct zTervWcm and the I em a daly 8amnd LAND SM17"O& ander the laws of tiw Slate of hUN NOTA. Craig W. Mores D.a= 8/02/2013 Ucesee No, 23021 crew. Chdced: CWM Drew= SRS Record Dawiaa by/daft Prepared for. Ryland Homes 7599 Anagram Dr Man Prairie, MN, 55344 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Development Data: Existing Zoning: PUD Proposed Zoning: PUD Total Site Area: 2.75 acres Total Multi—Family Lots: 38 units Gross Density 1.38 ac/un Zoning Standards. Front Yard Setback 10' to Lyman ROW- 20' to all other ROW Building to Building Setback 25' min. Minimum Driveway Length 20' to back of curb Maximum Hard Surface Coverage 509 Proposed Hard Surface Coverage 509 (w/9000 sf of Outlot B, SOUTHWEST VILLAGE allocated as Open Space Required Off—Street Parking .25 stalls/unit (10 stalls) Provided Off—Street Parking 10 stalls Notes: Street dimensions listed reference back of curb All streets to have curb and gutter as per City standards Drainage and utility easements shall be provided as required by the City The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. Utilities that are shown are existing utilities. Chanhassen Townhomes Minnesota Date 7/17/2013 sheet Preliminary Plat 0001664PPP01.dwg 1 OF 1 FIW)r'F SOUTHWEST VILLAGE 2ND ADDITION KNOW ALL PERSONS BY THESE PRESENTS That The Ryland Group, Inc. a Maryland corporation, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot C, SOUTHWEST VILLAGE, according to the recorded plat thereof, Carver County, Minnesota. Has caused the some to be surveyed and platted as SOUTHWEST VILLAGE 2ND ADD17ION and does hereby donate and dedicate to the public for public use forever the drainage and utility as created herewith. In witness whereof said The Ryland Group, Inc., a Maryland corporation, has caused these presents to be signed by its proper officers this day of 1 20 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this its behalf of the corporation. Notary Public, My Commission Expires (Signature) County, Minnesota THE RYL4ND GROUP, INC. M Its day of 20 by of The Ryland Group, Inc. a Maryland corporation on (Name Printed) CITY COUNCIL CITY OF CHANHASSEN, MINNESOTA This plat of SOUTHWEST VILLAGE 2ND ADD17ION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20 John E. Freemyer, County Surveyor COUNTY AUDITOR—TREASURER, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this day of 20 Laurie Engelen, County Auditor/Treasurer Dated this day of Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STA7E OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on (Signature) Notary Public, My Commission Expires 20 County, Minnesota by Craig W. Morse. (Name Printed) Mark Lundgren, Carver County Recorder CITY OF CHANHASSEN RECEIVED AUG Q 2 2013 CHANHASSEN PLANNING oEPT Westwood Professional Services, Inc. Sheet 1 of 2 sheets I oIN C -T q COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of SOUTHWEST VILLAGE 2ND ADD17ION was filed this day of 20 at 1, Craig W. Morse, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land o'clock M., as Document No. Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STA7E OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on (Signature) Notary Public, My Commission Expires 20 County, Minnesota by Craig W. Morse. (Name Printed) Mark Lundgren, Carver County Recorder CITY OF CHANHASSEN RECEIVED AUG Q 2 2013 CHANHASSEN PLANNING oEPT Westwood Professional Services, Inc. Sheet 1 of 2 sheets I oIN C -T q 194 194 FD. LS FD. LS 116456 SOUTHWEST VILLAGE 2ND ADDITION N83012'11"E 41.02 ..._........:.:.::............_. - N89°59'16"W 60.42 N89°59'16"W 60.42 - g662,g-�, N89059'16"W 60.42 9 FD. LS 116456 I I N89059'16"W 60.42 \ O r I n T v N89059'16"W 60.42 I -FD. PK CS % �u h C N89059'16"W 60.42 / Z ° r 2 s ---18.72 N R=73.50 ; 37A Z Il `-FD. LS 144890 IN __ b N89059'16"W 60.42 I \ it '--FD. LS 116456 N n l0 N N 4 3 b N 30.00 N89059'16"W 60 0 So.O b N _ b N N >M< tW N89059'16"W 314.03 sW N89059'16"W 60.42 W C5 �u i Q) N N N89059'16"W 60.42 W Q> 6 2 g 4 a 5 6 h h a a iW a a N89059"16"W 60.42 N89°59'16""W 60.42 3 N 4 N 5 N N89059'16"W 60.42 N 7 ..... ...........-."64.12 20"E (v .... ....................6 ......... 40.66 ,. / \ / 0 O N 77° 10 0 O . _ 55.13 � -� �' 0 O ..................................... 38.21 _. i 1 0 O S85°49'12"W 0 o 0 O i 0 O 0 o O O N90000'00"W O O O O O O po DRAINAGE & UTILITY- p! O O o O o O O rn 2 rn 2 2 2 p EASEMENT o 0 2 00 2 2 2 of of i N89059'16"W 50.42 \� 1 N89059'16"W 60.42 N89059'16"W 60.42 '-FD. LS 116456 30.00 O 2 O 22.00 22.00 N O 2 O 30.00 2200. 2 O 24.25 2200. 22.00 30.00 N N ° NRC"W O O N N O N N 30 0 30 60 90 o N89°4746"W 417.43 N89059'16"W 60.42 N89059'16"W 60.42 V. Scale in feet N89059'16"W 60.42 U) rn N N oo �` r oo ^ T n oo V 1 L- oo 3 n l l T N I I A/ V V N `� i ^ N N �^ N N U �% N89°59'16"W 60.42 W N89°59'�"W 60.42 W voi W 34 p pryN o N89059"16"W 60.42 O h N W WN 44 Wyv p O N pO " N1W.4 N89059'16"W 60.42 o p ° O p 2 c >0 0 0 0 2 J `m a> o 0 o w D> a N89059'16"W 60.42 o Z o 5 o o 5 o �� a N N89059'16"W 60.42 0, Q O o 0 0 N89059'16"W 60.42 N89059'16"W 60.42 W° Ij :�, o 0 6 a o 6 0 C O 6 O M h O O Lou NB9°5921 E N83°58'53"E . ,. 1 /, 38.21 - N83012'11"E 41.02 ..._........:.:.::............_. - N89°59'16"W 60.42 N89°59'16"W 60.42 - g662,g-�, N89059'16"W 60.42 9 FD. LS 116456 I I N89059'16"W 60.42 \ O r I n T v N89059'16"W 60.42 I O CS % �u h C N89059'16"W 60.42 / Z ° r 2 s ---18.72 N R=73.50 ; N Z Il `-FD. LS 144890 IN __ b N89059'16"W 60.42 I \ it '--FD. LS 116456 N n l0 N N 4 3 b N 30.00 N89059'16"W 60.42 b N 4 b N N >M< tW N sW N89059'16"W 60.42 W C5 �u Q) N N N89059'16"W 60.42 W Q> 6 2 g 4 a 5 6 h h a a LS 116456 PLAT FILE NO. C.R. DOC. NO. N 0 r I n T v N89059'16"W 60.42 I 0000 N 0 �O �u N C o C5 / Z ° -- '----FD. PK s ---18.72 O R=73.50 ; Q Z Il `-FD. LS 144890 IN __ b >--N15003'54"E 31.62 I \ it '--FD. LS 116456 b n l0 .50 PLAT FILE NO. C.R. DOC. NO. N 0 r I n T v N89059'16"W 60.42 I .Q) N 0 OUMOT A N N Drainage and Utility N 0 a o Easement over all of O O utlot A. ; Q Z N89°4746"W IN __ b 15.75 '. �`-FD. b l0 LS 144890 (p 04746"W 1T .25 1 - N8904746"W 17 b 30.00 .25 22.00 22.00 24.25 22.00 22.00 30.00 . 30.00 22.00 22.00 24.25 22.00 22.00 30.00 b b b 00 PLAT FILE NO. C.R. DOC. NO. N 0 N 0 N 0 5 N 0 N 0 N 0 N 0 N 0 N 0 C N 0 N 0 N 0 N 0 N 0 N 0 b b b tD b l0 b (p b (D b b b b b >M< tW sW W �u W �u W W W 4W W J (v 1 a 2 3 a 4 a 5 6 7 a a iW a a 3 N 4 N 5 N 6 N 7 N (v 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 o 0 O 0 O 0 O 0 o O O O O O O O O O O O O O O O O 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '-FD. LS 116456 30.00 22.00 22.00 24.25 22.00 22.00 30.00 30.00 2200. 22.00 24.25 2200. 22.00 30.00 ° NRC"W 172 30 0 30 60 90 N89°4746"W 417.43 Scale in feet I \/A A A A I �/lI l/ r-1 /A /_)!� A AA/n/�T L) /IA/ �J/ A -/' A I/) /1 '/ u L I IVI/ lV L. \/A✓L.L V/-1I\U IVII VLJ IJI I\/VV I Lill IVl/. IV Iv The west line of Outlot C, SOUTHWEST VILLAGE is assumed to bear N 0000122" W. O Denotes 112 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes monument found and marked as shown Westwood Professional Services, Inc. Sheet 2 of 2 sheets F110;A"4 ��6:12 PITCH` p B� �-COMPOSITION I SHINGsLES, TYP-� IIIIIII------------ �i- TRIM DETAIL41 _ . I ICE/WATER BARRIER LINE I - I I 4' OF FIE RETARDANT TREAT12�ACA ON BIDE OALL SIDINGSIDE ELEVATION �L�0SCAL=, IAA • I'-0"4' Rv 14" JOINT BOARD-NBATTEN TYP SEE— COLUM DETAIL O6/A43F (RlppEyl I E COMPOSITION SI-ITNGLES, TYP. "-6:12 PITCH FACE APPLIED - STONE BILL CAP III \ _ ------------------ ______________ SIDE ELEVATION 4' RIDGE VENT 0 4 SCALE I/8 , -0" G 1 ®� FRONT ELEV. "A" SCALE 3/16" = 1'-0" 2 / 1 / I I I I I � 1 \ I 1 i N I I I ( I � I I ORIZ � 1 (DING, - j K.ENWTER BARPoER LIME YP.L-------- --� 4 2nd FLR 10 i/ P I - ---- ------------------- -CANT. PECK SEE 04/A43F FACE APPLIED STONE VENEER - WANSCOT, TYP. �'-COMPOSITION SHINGLES, `6:12 PITGI-I FYPON' BRACKET- $KT%VX12X4 VINYL SHAKE_E 9IDMG, TYP. p 4 HORIZONYT.AL�B/� --- _----y------------ _..'-�--- I VICEAIATER BARKER LINE I I 4' OF FIRE RETARDANT TIEATED PLYYW. ON EACH I 4'-0" SIDE OF COM'IOJ WALL I I I I FURINI FLUE - I± 1 14' Rv- 8:12 NI I I I ` � CISI N1 11—J SI I I ICEWATER I BARRIER LINE Y / > ---- --------------- -- IJL_J ROOF PLAN "A' n SCALE 1/8" - 1'-0" EXTERIOR TRIM KEl' 1 4" CsRADE ADDRESS 2�PJAMBSIT/FT(s./,n�1REAR 6" GARAGE INNER JAMBE, WINDOW SILLS, GABLE RAKE, FASCIA 3 8" DOOR KICK PLATE Ret MR, - T/ PLATE WINDOW HEAD 4 10" FRIEZE, RETURN$ ELEVATION®`WSCALE=I/B"1'-0"z 5 12' U KEYNOTE SYMBOL MATERIAL ON TRIM KEY LOCATION OF MATERIAL ^F Q 4' OF FIRE RETARDANT TREATED MY=. ON EAC44 I I 4 4'-011 BIDE OF COMMON WALL I FAGS TRIM U 9EECOLLIFNDETAIL O6/A43F I Fuw V FLUE .0 ° ,TSI elm i W d� I I �_ _ I �a 4" FADE TRIM STALKEDON TOP � 6" FADE TRIM 14" JOINT BOARD-NBATTEN TYP SEE— COLUM DETAIL O6/A43F (RlppEyl I E COMPOSITION SI-ITNGLES, TYP. "-6:12 PITCH FACE APPLIED - STONE BILL CAP III \ _ ------------------ ______________ SIDE ELEVATION 4' RIDGE VENT 0 4 SCALE I/8 , -0" G 1 ®� FRONT ELEV. "A" SCALE 3/16" = 1'-0" 2 / 1 / I I I I I � 1 \ I 1 i N I I I ( I � I I ORIZ � 1 (DING, - j K.ENWTER BARPoER LIME YP.L-------- --� 4 2nd FLR 10 i/ P I - ---- ------------------- -CANT. PECK SEE 04/A43F FACE APPLIED STONE VENEER - WANSCOT, TYP. �'-COMPOSITION SHINGLES, `6:12 PITGI-I FYPON' BRACKET- $KT%VX12X4 VINYL SHAKE_E 9IDMG, TYP. p 4 HORIZONYT.AL�B/� --- _----y------------ _..'-�--- I VICEAIATER BARKER LINE I I 4' OF FIRE RETARDANT TIEATED PLYYW. ON EACH I 4'-0" SIDE OF COM'IOJ WALL I I I I FURINI FLUE - I± 1 14' Rv- 8:12 NI I I I ` � CISI N1 11—J SI I I ICEWATER I BARRIER LINE Y / > ---- --------------- -- IJL_J ROOF PLAN "A' n SCALE 1/8" - 1'-0" 2' x 2' FIXED WINDOW W/ OPACNIE BLACKING, OR PROVIDE DARK l l r bll.M VCKCR 'OICIIDJG'D I— ---------WAITL�cor FACE APPLIED _------- -_ - STONE SILL CAP ®� FRONT ELEV. - - sCALE EXTERIOR TRIM KEl' 1 4" O6/A4.3F ADDRESS 2 6" GARAGE INNER JAMBE, WINDOW SILLS, GABLE RAKE, FASCIA 3 8" DOOR KICK PLATE Ret MR, - T/ PLATE WINDOW HEAD 4 10" FRIEZE, RETURN$ 5 12' U KEYNOTE SYMBOL MATERIAL ON TRIM KEY LOCATION OF MATERIAL 2' x 2' FIXED WINDOW W/ OPACNIE BLACKING, OR PROVIDE DARK l l r bll.M VCKCR 'OICIIDJG'D I— ---------WAITL�cor FACE APPLIED _------- -_ - STONE SILL CAP ®� FRONT ELEV. - - sCALE -J i I I BARRIERRLINE I I � I 8:12 Du --i-- `aL I =` 8:12 I �� -----�-fT---1---fes- I I -_I- `-'�I j L--------- -- J ------I ., L }--J ROOF PLAN 'B' ROOF PLAN 'C' 00 SCA -E: I/8" I'-0" O 9 SCALE- Fn ('��COMPOSITION SHNGLES, T\ SLOPED SOFFIT r -BEYOND �40RIZONTAL SOFFIT BEYOND "BIRD -BOX" TRIM DETAIL 1 SCALE 1/2" = 1'-0" I I�'�SHAiCE _ SIDING �e la \ -25IRD-50X" TRIM FLUSH W/ WALL SURFACE ��6:12 PITCH �� FYPON BRACKET _ BICT6LXI2X4 2'-0' DIA FIXED WMDOW W/ I ' VINYL SNAKE 9 OPADAR< UE=DApC TI Nom, OR PROVIDE SIDING, T. p - - TINTED GLASS 12 3 �A T. e� -- _-- 8:12 PITCN� 2 F-IORIZOVTAL 2 T/ PLATE SIDING, T-�- v WI CXU _HDR 14" JOINED BOARD-N- MATTEN SHUTTERS, - ® T TYP. WINDOW GRIDS AS v SHOLLN, TY m 2nd FLK. Y � = T/ PLATE - FYPON'BRACKE' W HDR. =BKTIBXIO, TYP. - -- �P,-ABHING, TYP._ SEE: m Oi 12 PITCH DETAIL O6/A4.3F ADDRESS LOCATION Ret MR, - T/ PLATE WINDOW HEAD TIERED) 3 ENTRY LA_h60 I] 0 U 1 ICEMATER BARRIER LINE U ^F Q 4' OF FIRE RETARDANT TREATED MY=. ON EAC44 I I - 4'-011 BIDE OF COMMON WALL I U I Fuw V FLUE .0 ° ,TSI elm i W d� I I �_ _ I �a B54fS2 �ZSSSS I i4'12v 8:12 N r CIS a I -J i I I BARRIERRLINE I I � I 8:12 Du --i-- `aL I =` 8:12 I �� -----�-fT---1---fes- I I -_I- `-'�I j L--------- -- J ------I ., L }--J ROOF PLAN 'B' ROOF PLAN 'C' 00 SCA -E: I/8" I'-0" O 9 SCALE- Fn ('��COMPOSITION SHNGLES, T\ SLOPED SOFFIT r -BEYOND �40RIZONTAL SOFFIT BEYOND "BIRD -BOX" TRIM DETAIL 1 SCALE 1/2" = 1'-0" I I�'�SHAiCE _ SIDING �e la \ -25IRD-50X" TRIM FLUSH W/ WALL SURFACE ��6:12 PITCH �� FYPON BRACKET _ BICT6LXI2X4 2'-0' DIA FIXED WMDOW W/ I ' VINYL SNAKE 9 OPADAR< UE=DApC TI Nom, OR PROVIDE SIDING, T. p - - TINTED GLASS 12 3 �A T. e� -- _-- 8:12 PITCN� 2 F-IORIZOVTAL 2 T/ PLATE SIDING, T-�- v WI CXU _HDR 14" JOINED BOARD-N- MATTEN SHUTTERS, - ® T TYP. WINDOW GRIDS AS v SHOLLN, TY m 2nd FLK. Y � = T/ PLATE - FYPON'BRACKE' W HDR. =BKTIBXIO, TYP. - -- �P,-ABHING, TYP._ SEE: m Oi 12 PITCH DETAIL O6/A4.3F ADDRESS LOCATION Ret MR, - T/ PLATE WINDOW HEAD TIERED) 3 ENTRY LA_h60 I] limF11711�� -■� 5 I FACE MCI STONE BILLI CAP 03 FRONT ELEV. "C" SCALE: 3/16" = 1'-0" 4 LEGIT VIEW -4---------1� PARTIAL SIDE LU co 3 r n u W 3 r z r m z O a � H LU gg 1� ®� Z o 1111^II{Iq/ 14A O Jl I� lll o ft AT ClvnQ LL TONY LL. � w r v $GALE: 3/32" = 1'-0" u r N P t oun GENERAL PLAN NOTESi L ALL INTERIOR WALLS ARE 3-1/2" UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 3. COMMON WALL MUST ALWAYS HAVE 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/2X6 STUDS o 1611 O.G. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD HEARING WALLS (SHOWN HATCHED) TO HAVE 5/8" TYPE "X" GYPSUM BOARD EACH SIDE - 5. ALL WINDOW AND DOOR HEADER5 IN BEARING WALLS TO BE (2) 2X6 W/12" PLYWOOD PLATE AND (I) 2X6 JACK STUD EACH END UNLESS NOTED OTHERWISE. 6. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EACH FLOOR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. 1. ALL BATHROOM FANS TO BE VENTED TO EXTERIOR. S. ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. 9. SEE CABINET SHOP DRAWINGS FOR GAE NET SIZES AND LAYOUT. 10. ATTIC ACCE56 TO BE 22"X30" LNLE55 NOTED OTHERWISE. 11. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPERHOLDERS MOUNTED 24" AFF 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRES5URE TREATED WOOD. PLAN NOTES KEYi L WALLS CONTAIN POLY. ROCK, AND INSULATION. 2. HATCHED AREA INDICATES EXTENT OF 12" CEILING DROP FOR MECHANICAL DUCT WOW 3. 2X6 STUD KNEE WALL W/ PRESSURE TREATED PLATE, ON 3'H. FOUNDATION WALL. 4. ONE LAYER OF GYPSUM BOARD. 5. STAIR HEADER EXTENDS ACROSS ENTIRE STUD WALL TO INSIDE FACE of COMMON WALL PLAN NOTE SYMBOL ��LO PLAN KEY LOCATION OF F4T£RAFL^E S. F. CALCULATIONS 5'-4 3/4.. 5'_6" OPTION 0 BASE OPTION UNFINI5HED 55MT. 361 5F 43 SF FINISHED BSMT. 52 SF 365 SF FIRST FLOOR 911 5F 990 5F W/ BAY SECOND FLOOR 914 5F 933 5F W/ BAT GARAGE 493 Sr- 493 SF TOTAL FINISHED 1931 SF 1 2288 SF ar c d MA R 5'-4 3/4.. 5'_6" S I/2" 8'-1" h BATHROOM OPTION 2 I NOTE, FRESH AIR INTAKE I , � IGWjI IS PLACED ON STA OF FURN. AND ITS ON THE GARAGE 51 SCALE: L I H DROP INTAKE 12" RESI 15 PLACED ON STA R SIDE :' 2)2x1. weuv (2) JACKS EA Ef0 (5)5TUD5 Pt. LD. I TRUSSES CONC. OF RAIZL AND ITS V 47 15 Ibd NAILS EA. FACE 14 _ O ON THE GARAGE 51 E. w (21(x6 I I (2) 2xJACKS, TYP- ;IMPS...... DROP INTAKE 12" 0 TLR. 5 I/2° (3) STUDS PT. LD. TRANSOM (FULL UTILI H ICEIEvia 5 1/2 " i 5 °g RUSBE9j2 JA 2x6 JACKS 3 - GONG. "r'eo BMW (2)JAC"EA 2)J2' -� p)SDDS 3' I" EN ' WIDTH OF TRY) - - (2) 2x8 FOR 3'-P' I 3'-I" I (5) STUDS AT 5036 SLIDER - �- J i Q I ANCHORED TO (2) FDO 47� WASH. 111 ry LAUNDRYI BOX I I 36" x 31 SLA LAPIRE 0 m Pr. LD. n (2) 2x6 306 ENTRY 2x4 5TUD5 (FULL in 216 LEDGER BLOCK ANCHORED T (2) 2)6 3068 ENTRY c7 GO m 1 HT.) W/ (4) Ibd �� JACKS OOR W/ 301 Nt — — — — SIDE I ,RESILIENT OF SIDE NSoM I _.....�� L (271x4 BM. 1,U BOX BEAM ACCORDINGLY TO 517 HJG26-2 r• �_4 7 1- — — / — >I coNc. R ----, w - h1OTHISSEE: DET. m5 /Y L n (2) JACKSI51M — — ry 4' J11I/2 CANOPY DETAIL POST BASE V C2ILxb BM ------- �P5C-Z p ° BEDROOM EN — — — — POST BASE WAWA___ ILL CARPET R PARTIAL LOWER LEVEL PLAN 03 AT FINISHED BEDROOM, DEN OPTION SCA 1/4" 1'-0' LE I/2" 5'-6° 5 1/2" 04 h BATHROOM OPTION 2 I WH I , � IGWjI IS PLACED ON STA OF FURN. AND ITS ON THE GARAGE 51 SCALE: 1/4" . 1'-0" I H DROP INTAKE 12" RESI (2) 2x10 BOND BM. UTILI :' 2)2x1. weuv (2) JACKS EA Ef0 (5)5TUD5 Pt. LD. I TRUSSES CONC. _ _ I ill CARPET Q -., -' . Ibd NAILS EA. FACE a (2) 2x10 BOND IBM. ABY, LL p ABY. DOOR/ 3 e w (21(x6 I (2) 2xJACKS, TYP- ;IMPS...... JACKS A. O W/ 301 5 I/2° (3) STUDS PT. LD. TRANSOM (FULL I 5 1/2 " i 5 °g JA 2x6 JACKS 3 - PT. STUDS 3'-I" p 3' I" EN ' WIDTH OF TRY) - - (2) 2x8 FOR 3'-P' I 3'-I" I (5) STUDS AT 5036 SLIDER - �- J Q I ANCHORED TO (2) ONLY STONE VENEER SLA LAPIRE I m Pr. LD. (5) STUDS AT (2) 2x6 306 ENTRY 2x4 5TUD5 (FULL in 216 LEDGER BLOCK ANCHORED T (2) 2)6 3068 ENTRY GO JACKS O W/ 301 HT.) W/ (4) Ibd FACE OF BOND BEAM TO 5UPP0 JACKS OOR W/ 301 Nt — — — — SIDE ANSOM I NAILS EA. FACE OF SIDE NSoM I PARTIAL LOWER LEVEL PLAN 03 AT FINISHED BEDROOM, DEN OPTION SCA 1/4" 1'-0' LE I/2" 5'-6° 5 1/2" LL 3'-I" h NOTE: FRESH AIR INTAKE r 2 I WH I , � IGWjI IS PLACED ON STA OF FURN. AND ITS ON THE GARAGE 51 N IDE IS _ I H DROP INTAKE 12" RESI R CANT. FLR UTILI :' 2)2x1. weuv (2) JACKS EA Ef0 (5)5TUD5 Pt. LD. I TRUSSES CONC. _ _ I ill CARPET Q -., -' . (2) 21121 �I��. JACKS EA 3'-1" LL 3'-I" h FDO I r 2 I I I I , � IGWjI DOOR V. N I-IALL I WOOD GAP. SEE I.K = RESI l0� I I Y �1� L nwcn.n ci ir_'tc 11. SH. / 3'-1" LL 3'-I" DOOR JACK 6 �'P;'_ IMPSON HUG26-21,1CQ� m 4'_'�° I I I , � IGWjI DOOR V. N WALL I WOOD GAP. SEE N RAKE WD GAP w m I ,R'0� W " RECREATION _ _ I ill CARPET Q Ibd NAILS EA. FACE a (2) 2x10 BOND IBM. ABY, LL p DOOR/ TRANSOM (FULL 3 e SH. / DETAILS, SEE SHEETS 51-611 k I A43J 4 A4.5J I I � 5'-6" 4 ELEVATION 'C' ELEVATION 'A' AND 'B' 0, PLAN DETAIL AT ENTRY CANOPY 5 SCALE: 1/4" - I'-0" 24'-0 3/4" 24'-2" PARTIAL LOWER LEVEL PLAN ®2 AT FINISHED REC. ROOM OPTION SCALE: 1/4" = 1'-0" N CLL DECK I 24'-2" ABOVE /4" 24'-0 3/4" �, n �,.n ,I_, i 1/ .. 1/2" 23'-3 1/4" 1(4) 1 3/4" x 18" LVL BM. ABV. W,I ICS) 2x- JACKS £A. END I W N I 16' x T' O.H. DOOR I � m I >Q€: 1C I EFF SHEET A4b I (3) STUDS O F GARAGE PORTAL (U 2x12x 3' L- PT. LD. Q p0- I FRAME DETAIL HEADER FOR pgEp I PANEL ELECTRICAL I pmWpm]]a I GARAGE" CONC. SLAE 2x5 STUD WALL 122 Q�i< I 5/8" TYPE 'X" T -TP. AT REAR 1 U 'a I GNO SE5WALLS ut £ j�iw I AND CEILING.z m ST 1 I M GCE INSULATION Y m Wu I L m aJJ I o x NLL IS" W. X 12" H. DROPPED SOFFIT 5'-4 3/4" NOTE: (4) STUDS- FRESH IR INTAKE PT. LD. IOF RJ AC AND 175TAI ISE WH ON R H OP I1 4T ARAG� 51 R 6)90 3'-1" LL 3'-I" DOOR WIDTH OF ENTRY) JAGxB E.� 1/2" GYP BD ON 2x4 FURRING, W/ I I 5 I/2" DOOR V. N '41'1CHOR£D TO (2) 2x4 I WOOD GAP. SEE ) W m J O DOOR 2 i - r STUDS (FULL HT.) W/ (4) ,R'0� DETAIL. 02/A42G L_____J WASH_ IL0 0 / I -IA Ibd NAILS EA. FACE CANT. - fim / TENT / I I I BOX I 3 e w (21(x6 I (2) 2xJACKS, TYP- ;IMPS...... JACKS A. O W/ 301 (3) STUDS PT. LD. R I I EIDE T i 5 °g JA 2x6 JACKS 3 PT. STUDS 'C p 2x6 LEDGER W/ (3) (2Y2x6 BM - (2) 2x8 FOR I I (5) STUDS AT 5036 SLIDER - �- J Q I ONLY STONE VENEER SLA LAPIRE I Pr. LD. (5) STUDS AT ROOF 6E5 AST 216 LEDGER BLOCK ANCHORED T ELEV 'G' ONLY GO C" 4x4 FR7. POST W/ FACE OF BOND BEAM TO 5UPP0 PT. LD. I L — — — — 4.4 F.RT. POST W/ PORCH BOX BEAM. NOTCH BOTT OF BOX BEAM ACCORDINGLY TO 517 — — — — — — — — LEDGER BLOCK AND TOE NAIL. 51MP50N ABE44 1/2" h1OTHISSEE: DET. m5 /Y L 16'-4 1/4" 6" — — — CANOPY DETAIL POST BASE 44'L — — — — DETAILS, SEE SHEETS 51-611 k I A43J 4 A4.5J I I � 5'-6" 4 ELEVATION 'C' ELEVATION 'A' AND 'B' 0, PLAN DETAIL AT ENTRY CANOPY 5 SCALE: 1/4" - I'-0" 24'-0 3/4" 24'-2" PARTIAL LOWER LEVEL PLAN ®2 AT FINISHED REC. ROOM OPTION SCALE: 1/4" = 1'-0" N CLL DECK I 24'-2" ABOVE /4" 24'-0 3/4" �, n �,.n ,I_, i 1/ .. 1/2" 23'-3 1/4" 1(4) 1 3/4" x 18" LVL BM. ABV. W,I ICS) 2x- JACKS £A. END I W N I 16' x T' O.H. DOOR I � m I >Q€: 1C I EFF SHEET A4b I (3) STUDS O F GARAGE PORTAL (U 2x12x 3' L- PT. LD. Q p0- I FRAME DETAIL HEADER FOR pgEp I PANEL ELECTRICAL I pmWpm]]a I GARAGE" CONC. SLAE 2x5 STUD WALL 122 Q�i< I 5/8" TYPE 'X" T -TP. AT REAR 1 U 'a I GNO SE5WALLS ut £ j�iw I AND CEILING.z m ST 1 I M GCE INSULATION Y m Wu I L m aJJ I o x NLL IS" W. X 12" H. DROPPED SOFFIT 5'-4 3/4" NOTE: (4) STUDS- FRESH IR INTAKE PT. LD. IOF RJ AC AND 175TAI ISE WH ON R H OP I1 4T ARAG� 51 R 6)90 - - -------�. 0 DOOR V. JAGxB E.� JACKS I I DOOR V. i. OMIN (2) 2x6 JACKS I W m J O DOOR 2 i - r �121.2xr. ,R'0� N L_____J WASH_ IL0 0 / I -IA 1 WASH. I LLD CANT. - fim / TENT / I I I BOX I U w (21(x6 I (2) 2xJACKS, TYP- ;IMPS...... NJC26-2 R I L ----- J GONG. (2) STUDS 'C SIMPSON FNJCZ6-2 2x6 LEDGER W/ (3) (2Y2x6 BM - I I J2ACKS, TYP. 166 NAILS . I6" O.C. Q ROOF 6E5 4x4 FR7. POST W/ m I ABV. 0 4" O.G. 4.4 F.RT. POST W/ 51MP50N ABE44 — — — — 51MP50N ABE44 L — — — POST BASE 44'L — — — — POST BASE (2) 2x10 BOX- BM.'S (2) 2x10 BOX- BM.'S PORCH — — — — W/ 2x6 T 4 B PL:5, PORCH — — — — W/ 2x6 T i B F'L.'S, ' ROOF 4 (2) 2x4 JACKS AT ROOF [ (2) 2x4 JACKS AT ABV. WALL A8v_ WALL 511/2" 2'-3 1/2 2'-3 I/2 5 1/2" NOTE• FOR PORCH 511/2" 2'-3 1/2112'-3 I/2 5 1/2" DETAILS, SEE SHEETS 51-611 k I A43J 4 A4.5J I I � 5'-6" 4 ELEVATION 'C' ELEVATION 'A' AND 'B' 0, PLAN DETAIL AT ENTRY CANOPY 5 SCALE: 1/4" - I'-0" 24'-0 3/4" 24'-2" PARTIAL LOWER LEVEL PLAN ®2 AT FINISHED REC. ROOM OPTION SCALE: 1/4" = 1'-0" N CLL DECK I 24'-2" ABOVE /4" 24'-0 3/4" �, n �,.n ,I_, i 1/ .. 1/2" 23'-3 1/4" 1(4) 1 3/4" x 18" LVL BM. ABV. W,I ICS) 2x- JACKS £A. END I W N I 16' x T' O.H. DOOR I � m I >Q€: 1C I EFF SHEET A4b I (3) STUDS O F GARAGE PORTAL (U 2x12x 3' L- PT. LD. Q p0- I FRAME DETAIL HEADER FOR pgEp I PANEL ELECTRICAL I pmWpm]]a I GARAGE" CONC. SLAE 2x5 STUD WALL 122 Q�i< I 5/8" TYPE 'X" T -TP. AT REAR 1 U 'a I GNO SE5WALLS ut £ j�iw I AND CEILING.z m ST 1 I M GCE INSULATION Y m Wu I L m aJJ I o x NLL IS" W. X 12" H. DROPPED SOFFIT 5'-4 3/4" NOTE: (4) STUDS- FRESH IR INTAKE PT. LD. IOF RJ AC AND 175TAI ISE WH ON R H OP I1 4T ARAG� 51 R 6)90 - - -------�. 0 JAGxB E.� ti� I I FDO i. OMIN - I W m J O DOOR 2 i - r FUb21J. ,R'0� N L_____J WASH_ 0 / I -IA 1 WASH. I LLD CANT. - fim / TENT / I I I BOX I TRUSS (21(x6 I I w � ;IMPS...... NJC26-2 R I L ----- J GONG. (2) STUDS 'C SIMPSON FNJCZ6-2 PT. LD. (2Y2x6 BM � ___' , UNFINI64IEp - STp. } w `� CONCRETE w lu - - Z N m- ,W m 0 (2) 2x10 BOND BM. ABV. DOOR/ TRgNSO-; /FULL WIDTH OF ENTRY) n W 5 1/2" ANCHORED TO (2) 2x4 STUDS LL (FULL HTS UU (4) 16d NAILS EA. 8 DD NOTE:I/2" GYP- BD - 9 2x6 306 ENTRY I FACE a TO HALF WALL �CKOF S W/ 301 91[(2) (3) STUDS PT. LD. CZ) 2x6 5OM AB JACKS 3 l3) STUDS OOR (2) 2x8 HDR PT. LD. 2' (5) STUDS AT 5036 SLIDER m O I ELEv. 'C'ONLY STONE VENEER J SL PT. LD. (5) STUDS AT PRE- AST 2x6 LEDGER BLOCK ANCHOII T ELEV. 'C' CNLY C C. FACE OF BOND BEAM TO SUPPO PT. LD. PORCH BOX BEAM. NOTCH 5OT1 OF BOX BEAM ACCORDMGLY TO SIT DN . — — — — — — LEDGER BLOCK AND TOE NAIL, NOTE: SEE: DET. 05 / THIS SHEET FOR ENTRY CANOPY DETAIL 1/2" a,'15 tn" 12'-5 1/2" 24'-2' 16' -4 1/4" iidlW 1/2 3 ®� STANDARD LOWER LEVEL PLAN SCALF: 1/4" - V-0" 1.0 c ui o U m jLOyc>51 Oc c cTT-6mN0€ SmU�tl72 p i 0 N m0a- W II I J J x y I � N r ¢ uj z m z caU W 2 �--- z z ® < I ® o I- uu4 &mH Ca a L5 LL N iL r p law\ Ul S. F. CALCULATIONS OPTION # 5A5E OPTION UNFINISHED 56IT. 361 SF 43 SF FINISHED 55MT. 52 SF 365 SF FIRST FLOOR 1311 SF 13130 -OF W/ BAY SECOND FLOOR 914 5F 933 SF W/ BAY GARAGE 493 SF 493 SF TOTAL FINISHED 153-T 5F 2288 SF 01 4 FRAMED TO CEILING FRAMED TO CEILING 4'-011 5'-8" !FINISHED) 5'-B" (FINISHED) (FRAMIH<a) MANTLE MANTLE 5'-3"1 5'-3" BREAST BOARD BREAST BOARD 16" OPEN SPACE " BOAS 4 _4 BOAS a'-5" IN FRAMING FOR a � \\ � OVERLAPS OVERLAP$ SURROUND VENT DUCT 3Qa OV SURROUND =_. --- -- _ SURROUND in SURROUND in __ ___ ___ _= r i OVERLAPS oVE = FIREPLACE r - FIREPLACE r O OPTIONAL " y FLANGE, r RRR FLANGE, DIRE _TyENt ASETYP GAb F.P. vEVaLI� P. GAs FP. N FIREPLACEw a_ w J S" WIDE TOt-TECEI BOX D 3 ILD. LECs 3 TO CEILINCz AMS _ 5" EXPOSED SEE ol/A3.1 FR F�p BOX SURROUND FOR FP BOX FIREPLACE LOCATION 6 /2' 6 1/2' PLAN 4 TILES ® 8 3/16" AT T' ABOVE AT ABOVE W/ 1/4" GROUT FLOOR 4 TILES ® 8 3/16' FLOOR 4'- 2 11 W/ 1/4" GROUT ELEVATION 3'-11" SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION FIREPLACE OPTION �NLARCsED DEGiG OP7- 24'-2" 0 O e O a ,t 1 " 24'_2" SGALE:1/4" I'_0" V5B60 o vsB6m o > 8' -ID 5'-81/2 U 0 _ 24' -ID 3/4"I TT 4" 24'-0 3/4" m M_ BATH x V 5'- e I/2" 8'-6 3/4" 9'-8 I/2" 15'-0 3/4" 31_ID r m= C RESIL., 8' CLG. n �_ 3 1/2;' r --------- -- 6.. 3 I/2" - M. BATH -t W 1' 7 3/4 11'-4 6 - c R v Q NE I BOX -BM. < POR! 0 REBIL., 8' CLG. I — 606-6 uyn -1 I6' � (ROOF LINE ABV. �'_2' - D� m— 0 -PANEL A7CTu8 m— c L s U C2) 3060 MULLED I FIXED GLASS TRANSOM ABV. SEE: SHEET A43J 30 50 30 50 %4 �' B I 0 0 n - �� p I 27 13/4" x 9 12" LVL W/ 2) 2x6 HDR (2) 2x6 HDR = _ �� = F d) p i O 0 0 E C2) JACKS EA. END - U2496 !1) JACKS -O O N L L 1 2" R LER PKS24 e,j O A� ' _ _ (-� _) 42"x 6 J) a 0 p) p7 `- O U 0 0 I �p4i� xx, 1 o Ut 0 [(i TU `' 0 -0 i L c m �'C/ -. Ti iv NLN DECK3'-i! 3/4" In I I 1- p BIMPSON UI4 ® Q V � '019 l4) SH. /36" x 42 mop'- '0 Q L `_ N �� - 3'-8 I/2" 5'-0" - 3'_611 5'-IDII N L QO-c m 3 L c L I V11 CANTILE RED 1 I Ilp IU' I ? HIP GIRDER TRUSS I ROOM P.T. Woo w/ 36" Ip I I ^ BEDROOM 102 z m CARPET H. RAIL, EE DECK I� I _ CARPET Q JACK TRUSSES - MASTER BEDROOM 0 MASTER BEDROOM =1 DETAIL EET 4' -ID -- n w w w ®24"o.c I " --� N fL C CARPET ' CARPET ' II' -0" °3 o OFT. im I n I< I�i 10 I BEDROOM "3 r STANDARD BATH OPT. 0 0 01 °. C R I 11SLANDIm T HEN � I `� °- � � CARPET - FLUSH BATHROOM PLANS 1 S�J1 � RESI IENT ( v_ 9'-4 V4" I/2 2'-4" m 9' -ID" - O II' -011 i I Q9 �-li"�- 0 =I SCALE: I/4" I'_0" 5 HALF -WALL W/ WOOD CAP 24" `tl 0 0. 1/2 L ROOF TRUSSES\ p �m 5068 BI -PASS — ----- — 1 -PASS — _ ' CU SH. / RD. ° / pil'. HALF WA L�3" PEPR — 11,I-____----9 ID I/4' -4'-8 I 506 BI -PASS g3 C WOOD G P f a I C5PINDL 5 1 " DW ' v Ill SIMPSON U14 �� o ® s (�+ n (IJ SH. ! RD. N (1) 1 RD. 0- @ / �\ D -- --] ; �� L 1 r� r 1 4 Uta \ W O 8 1----, PK524 Q .9 w U CI )E IS RS 4.IF OPT. '\1 O a) - I I I \ cx 10' O. - 2ND BOWL m 1 I W.LG. I I 2" FILL.I V5B60 n -- I " HALF WALL BAY n1 HALL � / _� � I IATTIC I = CPT., w CLG. m C------- CPT. VSDB60 �' N i ACCESS �� = R I M. BATH \\ p a r, 7 ' / 0" 41" H. 2x6 K 11 3'-I 2' all _ n 5 1/2 8'- I/ 01-T. - - _ _ R @ - RESIL., 8' CLG. 1D� - -- ro ' I HALL BATH 6" WALL \ DROPPED CEILING THIS ,��r'FLOOR 3'-1 5' 4 1/2 = I 1 AREA TO BOTTOM OF BEAM I / GIRDER ' I (3) JACKS II// TRUSS m ' N. m HALFWALL I P - I 03 9 ttl I' -ID" W 10 T A S N 2'-4" �q a p_ 9 8' (LCs AT VAULT. W/ WD CAP I 42F ' o i 3 CLG- OPT. \ - 42"x 60" I WS x 15 x 14'-0" L. STL. BM . L NEN TUB FIR 1 1 (2) 2x8 BM. (BO TOM OFTFLRF_LLFsTRU HIW) LE RED 1 (4J bH. `� �1� U-5 1/2 9'- u " x 42' P " 6 1/4 4' -ID (2) JACKS INN G NKR @ 4' 2 " " LU W - , I j x° 1 4 uta O` v w� 3'-6 5' ID N (1) SH- 4 RD. Q lQ6@ GA T J I "' pl r-___, PKS24 a@ �la I r 0 U BA L oN FRAME STUDS R AT 12110.!. AT VAULT OPT. 1}1 NI I� W.I G. 1 2�� FILLJ V5560 \ O. - n = - LL R ' I ' r GPi, 8' CLC. IATTIC , Q _ MASTER BEDROOM 1 -THIS WALL ONLY ID = co 1 I la) _' °i iaccEss ? R y m CARPET p '6 SITTINGz AREA �@ FLOOR x -It In cq W "I L___J 9s8 ryp I M. BATH \ I 0 - !MONO -VAULT CLG. OPT) �J Q CARPET > <`+ GIRDER I� RESIL., 8' CLG. \ '� W > JACK TRUSSES V - -i Q I TRUSS m 214' TB ?�q Q c° 1 ®24110.!. ' r 0) HALF -WALL W/ w _ 5, -oil n 2 _HIP GIRDER TRUSS_ WD. CAP, a m -- 11%9 1 W w LL w W IQ -- ----- d) 1 8' CLG. AT VAULT. i0 LU U G� �/ L,N I J 1- BALLOON FRAME STUDS T O Yw p -- 1 Q ._.-.r CLG_ OPT. AT 12"O.C. AT VAULT OPT. F 1 ° -THIS WALL ONLY Z ' - (2) 1 3/4" x 9 1/4" LVL ® m LLI n 121 W 1' 9'-6 I/4" 4' -ID" J/ { ylI m (2) 2x6 HDR W/ (2) JACKS EA. END z O Lit p� m 1 >fr ! I� BALLOON FRAME STUDS 30 50 I l2) 3050 MU�LED T�_21, �9 ® N o o ca O - i CS EAT OOM w I = AT 12"O.C. AT VAULT OPT. — — �O n O GAR T pN i MASTER BEDROOM p j -THIS WALL ONLY AT ONLY L� _--- _ _JJ ca � 1 = CARPET - ! a' SITTING AREA --- --- ----- W Z 3 — W !MONO -VAULT CLC. OPT) O CARPET - MASTER BATH OPTION �[ _' Q �. - I JACK TRUSSES .4 T p _ ® 24"O.C. - 1 N n C _NI HIP GIRDER TRUSS_ 0 4 SCALE: 114" = I'-0" 3'-1" 31_111 aVALLEY SET TRUS v /+1 O Z OVER FRAMING m lI C* o Ill 5 1/2 i� x i 1 1 BALLOON FRAME STUDS ® \ �p }' ,.. `CAT'S' AND-�i ! AT 12"O.C. AT VAULT OPT. / U i� - _ THIS WALL ONLY ELEV. ONLYI ( -ai� n �� '� a ., BALLOON FRAME STUDS �� (2) 1 3/4" �c 9 1/4" LVL ®p.� w i 1s AT u•oc. AT VAULT oPT. C4) JA A. END i� '--� I �p (2) 2x6 HDR tip MA5TERIF OAB5EEDROOM �-�, , / I $-THIS WALL TT NGA ONLY W/ l2> JA KB EA. END CARPET�u / ' (2) 3060 MULLED 30 50 C2J 3050 M LED " I u �9 A Z �� VAtNLT Rr� r) / �°' JACK TRUSSES (5) STUDS AT (5) STUDS Ai I T -2 '�f n • 2a'o.c. Z STONE ELEV. 'C' ONLY ELEV. 'C' ONLY AT V. 1 L. _ _ _ _ _ _ _ J 1+'P G'Ro=R TRUSe 01 VENEER 'C" ONLY L _ — — " — — — — — 0 4.1F BALLOON FRAVALLEY SET TR1fiS V c+i \ M STUDS .p = 15'-lID" AT 12°OL AT VAULT OF'T. /OVER FRAMING ° `O 0 (� i1 -THIS WALL ONLY •� <" 00. �' 'P SZ 51/2" 6'-5 I/2" 16'-41/411 611 51/2 23'-11/4" 6" 2)2x6 HDR 1 v +# - 4 -1 -LY GIRDER iR SS W/ _ 1 16'-1 3/41' l' -II" 4'-6 1/8" Il' -T 5/8" 1'-11" amsm ----(aTJAacsEAEND 7-p 0 ROOF TRUSSES a it • ' -- I I/4" 24'-0 3/4" I I/4" 24'-0 3/4" I I. 24" OL. (2) 2x H 24'-2" ID" 241-211 2'-O" GABLE ENDROOFTRUSS (2)S VMULLED - N ELEVATION 'C' ONLY U. FIRST FLOOR PLAN SECOND FLOOR PLAN PARTIAL SECOND FLOOR PLAN Q 6 r 1 µ w ® ■ SCALE: 1/4" = P_0" 02 „GALE 1/4 .1' 03 . C4_E W r- x w c n c � 3/16u = 1'_011 a r X v (V ry 0 O 0110 IL NEN 5068 BI -PASS IL NEN 5068 BI -PASS SH. ____ !0"p., H(4) ___CI) SH --___ _ -'_CITuHr Q 6i------ -ID -81/2" 6r -IDR w i66@ 24" TB ° 24" TB ° (3 HALL BATH HALL BATH `Y O RESIL. _ 0 RESIL. e a � O _Ill O(' 0 _ an � N O d Ul a Ul m m w ' O O d O �NLARCsED DEGiG OP7- 24'-2" 0 O e O a ,t 1 " 24'_2" SGALE:1/4" I'_0" V5B60 o vsB6m o > 8' -ID 5'-81/2 U 0 _ 24' -ID 3/4"I TT 4" 24'-0 3/4" m M_ BATH x V 5'- e I/2" 8'-6 3/4" 9'-8 I/2" 15'-0 3/4" 31_ID r m= C RESIL., 8' CLG. n �_ 3 1/2;' r --------- -- 6.. 3 I/2" - M. BATH -t W 1' 7 3/4 11'-4 6 - c R v Q NE I BOX -BM. < POR! 0 REBIL., 8' CLG. I — 606-6 uyn -1 I6' � (ROOF LINE ABV. �'_2' - D� m— 0 -PANEL A7CTu8 m— c L s U C2) 3060 MULLED I FIXED GLASS TRANSOM ABV. SEE: SHEET A43J 30 50 30 50 %4 �' B I 0 0 n - �� p I 27 13/4" x 9 12" LVL W/ 2) 2x6 HDR (2) 2x6 HDR = _ �� = F d) p i O 0 0 E C2) JACKS EA. END - U2496 !1) JACKS -O O N L L 1 2" R LER PKS24 e,j O A� ' _ _ (-� _) 42"x 6 J) a 0 p) p7 `- O U 0 0 I �p4i� xx, 1 o Ut 0 [(i TU `' 0 -0 i L c m �'C/ -. Ti iv NLN DECK3'-i! 3/4" In I I 1- p BIMPSON UI4 ® Q V � '019 l4) SH. /36" x 42 mop'- '0 Q L `_ N �� - 3'-8 I/2" 5'-0" - 3'_611 5'-IDII N L QO-c m 3 L c L I V11 CANTILE RED 1 I Ilp IU' I ? HIP GIRDER TRUSS I ROOM P.T. Woo w/ 36" Ip I I ^ BEDROOM 102 z m CARPET H. RAIL, EE DECK I� I _ CARPET Q JACK TRUSSES - MASTER BEDROOM 0 MASTER BEDROOM =1 DETAIL EET 4' -ID -- n w w w ®24"o.c I " --� N fL C CARPET ' CARPET ' II' -0" °3 o OFT. im I n I< I�i 10 I BEDROOM "3 r STANDARD BATH OPT. 0 0 01 °. C R I 11SLANDIm T HEN � I `� °- � � CARPET - FLUSH BATHROOM PLANS 1 S�J1 � RESI IENT ( v_ 9'-4 V4" I/2 2'-4" m 9' -ID" - O II' -011 i I Q9 �-li"�- 0 =I SCALE: I/4" I'_0" 5 HALF -WALL W/ WOOD CAP 24" `tl 0 0. 1/2 L ROOF TRUSSES\ p �m 5068 BI -PASS — ----- — 1 -PASS — _ ' CU SH. / RD. ° / pil'. HALF WA L�3" PEPR — 11,I-____----9 ID I/4' -4'-8 I 506 BI -PASS g3 C WOOD G P f a I C5PINDL 5 1 " DW ' v Ill SIMPSON U14 �� o ® s (�+ n (IJ SH. ! RD. N (1) 1 RD. 0- @ / �\ D -- --] ; �� L 1 r� r 1 4 Uta \ W O 8 1----, PK524 Q .9 w U CI )E IS RS 4.IF OPT. '\1 O a) - I I I \ cx 10' O. - 2ND BOWL m 1 I W.LG. I I 2" FILL.I V5B60 n -- I " HALF WALL BAY n1 HALL � / _� � I IATTIC I = CPT., w CLG. m C------- CPT. VSDB60 �' N i ACCESS �� = R I M. BATH \\ p a r, 7 ' / 0" 41" H. 2x6 K 11 3'-I 2' all _ n 5 1/2 8'- I/ 01-T. - - _ _ R @ - RESIL., 8' CLG. 1D� - -- ro ' I HALL BATH 6" WALL \ DROPPED CEILING THIS ,��r'FLOOR 3'-1 5' 4 1/2 = I 1 AREA TO BOTTOM OF BEAM I / GIRDER ' I (3) JACKS II// TRUSS m ' N. m HALFWALL I P - I 03 9 ttl I' -ID" W 10 T A S N 2'-4" �q a p_ 9 8' (LCs AT VAULT. W/ WD CAP I 42F ' o i 3 CLG- OPT. \ - 42"x 60" I WS x 15 x 14'-0" L. STL. BM . L NEN TUB FIR 1 1 (2) 2x8 BM. (BO TOM OFTFLRF_LLFsTRU HIW) LE RED 1 (4J bH. `� �1� U-5 1/2 9'- u " x 42' P " 6 1/4 4' -ID (2) JACKS INN G NKR @ 4' 2 " " LU W - , I j x° 1 4 uta O` v w� 3'-6 5' ID N (1) SH- 4 RD. Q lQ6@ GA T J I "' pl r-___, PKS24 a@ �la I r 0 U BA L oN FRAME STUDS R AT 12110.!. AT VAULT OPT. 1}1 NI I� W.I G. 1 2�� FILLJ V5560 \ O. - n = - LL R ' I ' r GPi, 8' CLC. IATTIC , Q _ MASTER BEDROOM 1 -THIS WALL ONLY ID = co 1 I la) _' °i iaccEss ? R y m CARPET p '6 SITTINGz AREA �@ FLOOR x -It In cq W "I L___J 9s8 ryp I M. BATH \ I 0 - !MONO -VAULT CLG. OPT) �J Q CARPET > <`+ GIRDER I� RESIL., 8' CLG. \ '� W > JACK TRUSSES V - -i Q I TRUSS m 214' TB ?�q Q c° 1 ®24110.!. ' r 0) HALF -WALL W/ w _ 5, -oil n 2 _HIP GIRDER TRUSS_ WD. CAP, a m -- 11%9 1 W w LL w W IQ -- ----- d) 1 8' CLG. AT VAULT. i0 LU U G� �/ L,N I J 1- BALLOON FRAME STUDS T O Yw p -- 1 Q ._.-.r CLG_ OPT. AT 12"O.C. AT VAULT OPT. F 1 ° -THIS WALL ONLY Z ' - (2) 1 3/4" x 9 1/4" LVL ® m LLI n 121 W 1' 9'-6 I/4" 4' -ID" J/ { ylI m (2) 2x6 HDR W/ (2) JACKS EA. END z O Lit p� m 1 >fr ! I� BALLOON FRAME STUDS 30 50 I l2) 3050 MU�LED T�_21, �9 ® N o o ca O - i CS EAT OOM w I = AT 12"O.C. AT VAULT OPT. — — �O n O GAR T pN i MASTER BEDROOM p j -THIS WALL ONLY AT ONLY L� _--- _ _JJ ca � 1 = CARPET - ! a' SITTING AREA --- --- ----- W Z 3 — W !MONO -VAULT CLC. OPT) O CARPET - MASTER BATH OPTION �[ _' Q �. - I JACK TRUSSES .4 T p _ ® 24"O.C. - 1 N n C _NI HIP GIRDER TRUSS_ 0 4 SCALE: 114" = I'-0" 3'-1" 31_111 aVALLEY SET TRUS v /+1 O Z OVER FRAMING m lI C* o Ill 5 1/2 i� x i 1 1 BALLOON FRAME STUDS ® \ �p }' ,.. `CAT'S' AND-�i ! AT 12"O.C. AT VAULT OPT. / U i� - _ THIS WALL ONLY ELEV. ONLYI ( -ai� n �� '� a ., BALLOON FRAME STUDS �� (2) 1 3/4" �c 9 1/4" LVL ®p.� w i 1s AT u•oc. AT VAULT oPT. C4) JA A. END i� '--� I �p (2) 2x6 HDR tip MA5TERIF OAB5EEDROOM �-�, , / I $-THIS WALL TT NGA ONLY W/ l2> JA KB EA. END CARPET�u / ' (2) 3060 MULLED 30 50 C2J 3050 M LED " I u �9 A Z �� VAtNLT Rr� r) / �°' JACK TRUSSES (5) STUDS AT (5) STUDS Ai I T -2 '�f n • 2a'o.c. Z STONE ELEV. 'C' ONLY ELEV. 'C' ONLY AT V. 1 L. _ _ _ _ _ _ _ J 1+'P G'Ro=R TRUSe 01 VENEER 'C" ONLY L _ — — " — — — — — 0 4.1F BALLOON FRAVALLEY SET TR1fiS V c+i \ M STUDS .p = 15'-lID" AT 12°OL AT VAULT OF'T. /OVER FRAMING ° `O 0 (� i1 -THIS WALL ONLY •� <" 00. �' 'P SZ 51/2" 6'-5 I/2" 16'-41/411 611 51/2 23'-11/4" 6" 2)2x6 HDR 1 v +# - 4 -1 -LY GIRDER iR SS W/ _ 1 16'-1 3/41' l' -II" 4'-6 1/8" Il' -T 5/8" 1'-11" amsm ----(aTJAacsEAEND 7-p 0 ROOF TRUSSES a it • ' -- I I/4" 24'-0 3/4" I I/4" 24'-0 3/4" I I. 24" OL. (2) 2x H 24'-2" ID" 241-211 2'-O" GABLE ENDROOFTRUSS (2)S VMULLED - N ELEVATION 'C' ONLY U. FIRST FLOOR PLAN SECOND FLOOR PLAN PARTIAL SECOND FLOOR PLAN Q 6 r 1 µ w ® ■ SCALE: 1/4" = P_0" 02 „GALE 1/4 .1' 03 . C4_E W r- x w c n c � 3/16u = 1'_011 a r X v I __--COMPOEITIONx`6:12 PITCH- I C41 SHNGLES, TT -P. CSL y I III 4' OF FARE RETARDANT I II 41-m TREATED PLY4.0. ON EACH 41 0 1 SIDE OF COMM WALL ? ICE4WATER BAIRFFIF LME 1 FIRE SEPARATION OF d ADJACENT OVERHANG SOFFIT SPACES - SEE - I DETAIL OWA431 1 'Ic ry---TT--------TI L ---N --r _JT REAR ELEVATION 1 'k L 0 5 SCALE, 1/511 , 11 5OX-5AY AT "C' ELEvAtION ONLY SLOPED SOFFIT®� ROOF PLAN "A" & "B" BE'i-OND HORIZONTAL SOFFIT SCALE: va" .1-0 BEYOND 2 ZJ "BIRD -BOX" 1 ��TRIM DETAIL SI-IAKE SCALE: — SIDING 0— "BIRD -BOX" TRIM FLUSH LU/ UJALL SURFACE I ,V OF RRE WARDANt I 2 6' GARAGE IMIER JAMBS, WINDOW SILLS, GABLE RAJFA.61-IA34 ,I TREATED FLYUO. ON EACH I _ ____—___1J_�_ ISI 1111--11. BIDE OF COMION WALL I SYOLMATERIAL QJ TRIM KEY LOCATION OF MATERIA 41 _011 n n � � I I 8:12 6:12 p� } ~ I V V I celT / \ /I ✓ 1 \ j I ' 1 \ 111 1,11. 1 1 '. �.. rrrrrrrrrlrr r�ri 1 I I_ CEAUATERI 1 SARW 1]INV � 111= I rl�= l LADr)REsaOFACE APPLIED rrl�i U - 4/ 18APRI ER t)IINE FLum \ CIOLUYN i v Q DE1AIL STONE_ 1 8:12 8:12 1 I III 4' OF FARE RETARDANT I II 41-m TREATED PLY4.0. ON EACH 41 0 1 SIDE OF COMM WALL ? ICE4WATER BAIRFFIF LME 1 FIRE SEPARATION OF d ADJACENT OVERHANG SOFFIT SPACES - SEE - I DETAIL OWA431 1 'Ic ry---TT--------TI L ---N --r _JT REAR ELEVATION 1 'k L 0 5 SCALE, 1/511 , 11 5OX-5AY AT "C' ELEvAtION ONLY SLOPED SOFFIT®� ROOF PLAN "A" & "B" BE'i-OND HORIZONTAL SOFFIT SCALE: va" .1-0 BEYOND 2 ZJ "BIRD -BOX" 1 ��TRIM DETAIL SI-IAKE SCALE: — SIDING 0— "BIRD -BOX" TRIM FLUSH LU/ UJALL SURFACE B IT BPA -WE DETAIL MIA431 ROOF PLAN A'C" 0 7 SCALE: 1/811 _ -0 1=XTr=RIOR TRIM I ,V OF RRE WARDANt I 2 6' GARAGE IMIER JAMBS, WINDOW SILLS, GABLE RAJFA.61-IA34 ,I TREATED FLYUO. ON EACH I IO" FRIEZE, RETl1R eMBKEYNOTE ISI 1111--11. BIDE OF COMION WALL I SYOLMATERIAL QJ TRIM KEY LOCATION OF MATERIA 41 _011 n n 8:12 8:12 p� } ~ I V V I celT / \ /I •lit BARRIER INE / \ j I ' 1 \ 111 1,11. 1 1 '. �.. rrrrrrrrrlrr r�ri 1 I I_ CEAUATERI 1 SARW 1]INV � 111= I rl�= l LADr)REsaOFACE APPLIED rrl�i U - 4/ STONE VENEER WAINSCOT LsEr CIOLUYN i APPLIEDFACE DE1AIL STONE_ 1 8:12 8:12 1 n TI n------ Tr---ri r- T --HA B IT BPA -WE DETAIL MIA431 ROOF PLAN A'C" 0 7 SCALE: 1/811 _ -0 1=XTr=RIOR TRIM Kr=3' 1 4" 2 6' GARAGE IMIER JAMBS, WINDOW SILLS, GABLE RAJFA.61-IA34 ,I IO" FRIEZE, RETl1R eMBKEYNOTE ISI 1111--11. SYOLMATERIAL QJ TRIM KEY LOCATION OF MATERIA 12' RIDGE VENT 12' RIDGE VENT I I I /4I^�/L CI'L C'IL CIL COMPOSITION SHINGLES, 71'P. I I �— C01'fi'OSITION SHINGLES, TYP_ �� 1-6:12 PITCH HOR51DIN :�1'Ti'P 1@ 1 5hl�a,N TDi'P. FG) I _*_Ll RL IF PITCH- , r�ea1.��l��llll�—��IIII ilk EEPAPaTIDV OF ODJAC-ENT — O'vERViM-K SOFFIT BPACEB - see DErAIL aelAa�I - - ,I �r ■■■ ISI 1111--11. II�Q 0 8:12 8:12 p� } ~ I V V I ' I /I •lit I' ' 1 � = � 111 1,11. 1 1 '. �.. rrrrrrrrrlrr r�ri 1 I I_ CEAUATERI 1 SARW 1]INV , f `.� FLpr 111= I rl�= l LADr)REsaOFACE APPLIED rrl�i LOCATION STONE VENEER WAINSCOT LsEr CIOLUYN i APPLIEDFACE DE1AIL STONE_ 12' RV. 14" JOINED BOARD -N BATTEN SHUTTERS, TYP. Nalm. Eu _PLATE 3 / RJDT.N GRADE I SMT. FLR B/ fTG. 6:12 PITCH 4' OF RFE W=MT 1 TREATED PLYW. ON EACH SIDE OF COMiON "LL 4' 0 n n V1� / 4'-0"L I I \ 1941 RTER 'll /L12""11111111. \ I /__��-- r ROOF PLAN "D" 0 8 SCALE: 1/511 , 11_011 �8=12 4 SOWS FYI 11 BRACKET 0BKTISXIO SIDE ELEV. AT `%�� ® p* FRONT PORCH ROOF SIDE ELEV. AT q9 SCALE- 3116" - V -0''10 2 -STORY BOX -BAY SCALE: 3/16" • 1'-0" - 4'. FACE TRIM STACKED 11 -STORY SIMILAR] 6" FACE TRIM JM 1TRIM DETAIL SCALE 1/2' = 1'-0" 12' RIDGE VENT l- COMPOSITION SHINGLES, TYP. CIL CIL ��6:12 PITCH �� FYPON'BRACKET �I5KTI0XI2X4 2'x 2' FIXED WINDOW I W/ OPAQX BACKING, OR PROVIDE DARK IQ VINYL SHAKE TINTED GLASS "v SIDING, TYP. 12' RIDGE VENT CIL _- COMPOSITION 514NGLES, ITP. C/1 `6:12 PITCH PYF'ON' BRACKET 17 4I54KTI0XDX4 VINYL SHAKE 51DNG, TYP. I 1 5 06 s 2 TYP. n tl Q m U U FFF�1 c L y U L 0.11�c61 �0s: cT�:[TT�'am0€ Ta vIL N Q�Q� Q1 TQm uUi 3 0 c u QQr 6� HORIZONTAL-\. r 14 M1100 31 WORIZ TAL WINDOW CiRID MEN 10 ON L p nu nn �uu numile �uu,JInnp�un r num r 11111,11, 11' „1 �I-111 1 111 ■ �1- ■ 1 1111 1� LE � 1�n �Ellin FACE APPLIED - STONE SILL CAP LU 9 - LOCA711 M. 1 - 9 Y LOCATION ® III let FLft. m Ist RLR. e T/ PLATE - � — m — T/ PLATE ' WINDM _ 8 �-7 1 1 (NMV 3 r T/ FNDT.N OL - O 9YPOiJ 6RACI�T io GRADE 45KTI8x1m _ I "ON' BRACKET io GRADE FYPOJ' CRACKET ACE APP IED w - - —2 I �CT18X10 vE I `V `} BSMT. FLR I 9K118X10 I ^ y BSMWAM LU T FL W ------- - 1 _ ------ _ B/ FTG. B/ FTG FACE APPL�IEA FACE APPLIED 1440UR RA_ D WALL U309. 2 4 STONE V” CAP FACE APPL IED, FACE APPLIED I HOUR RA D WALL Of. STONE SILL GAP I HOl1R RATED WALL U309 2x4 STUD E STONE VENEER STUD WALL W/ (1) LAYER 6/9' STONE VENEER STUD WALL W/ (11 LAYER 6/8' TYPE WALL W/ (1) LAYER 6/8" TYPE X GYP WAINSCOT X GYP EA SIDE. -74416 WALL ONL7 WAMSCOT X GYP EA SIDE. -THIS WALL ONLY w Z EA SIDE. -THIS WALL ONLY Z z r FRONT ELEV. •D• =< E r FRONT ELEV. "B• I I I I ______ _- `9� (p 0 SCALE 3/61, , II_0:1 - - - - - - - 03 5GALE 3A6" . I'-0' - - - _ - - 0 , _E: 3/161 , 11.011 u t- X ilk EEPAPaTIDV OF ODJAC-ENT — O'vERViM-K SOFFIT BPACEB - see DErAIL aelAa�I - - 0 8:12 8:12 p� } ~ I V V I I\ /I I I CEAUATERI 1 SARW 1]INV , f `.� FLpr Ii v s i WE 12' RV. 4' OF RFE W=MT 1 TREATED PLYW. ON EACH SIDE OF COMiON "LL 4' 0 n n V1� / 4'-0"L I I \ 1941 RTER 'll /L12""11111111. \ I /__��-- r ROOF PLAN "D" 0 8 SCALE: 1/511 , 11_011 �8=12 4 SOWS FYI 11 BRACKET 0BKTISXIO SIDE ELEV. AT `%�� ® p* FRONT PORCH ROOF SIDE ELEV. AT q9 SCALE- 3116" - V -0''10 2 -STORY BOX -BAY SCALE: 3/16" • 1'-0" - 4'. FACE TRIM STACKED 11 -STORY SIMILAR] 6" FACE TRIM JM 1TRIM DETAIL SCALE 1/2' = 1'-0" 12' RIDGE VENT l- COMPOSITION SHINGLES, TYP. CIL CIL ��6:12 PITCH �� FYPON'BRACKET �I5KTI0XI2X4 2'x 2' FIXED WINDOW I W/ OPAQX BACKING, OR PROVIDE DARK IQ VINYL SHAKE TINTED GLASS "v SIDING, TYP. 12' RIDGE VENT CIL _- COMPOSITION 514NGLES, ITP. C/1 `6:12 PITCH PYF'ON' BRACKET 17 4I54KTI0XDX4 VINYL SHAKE 51DNG, TYP. I 1 5 06 s 2 TYP. n tl Q m U U FFF�1 c L y U L 0.11�c61 �0s: cT�:[TT�'am0€ Ta vIL N Q�Q� Q1 TQm uUi 3 0 c u QQr 6� HORIZONTAL-\. r 14 M1100 31 WORIZ TAL WINDOW CiRID MEN 10 ON L p nu nn �uu numile �uu,JInnp�un r num r 11111,11, 11' „1 �I-111 1 111 ■ �1- ■ 1 1111 1� LE � 1�n �Ellin FACE APPLIED - STONE SILL CAP LU 9 - LOCA711 M. 1 - 9 Y LOCATION ® III let FLft. m Ist RLR. e T/ PLATE - � — m — T/ PLATE ' WINDM _ 8 �-7 1 1 (NMV 3 r T/ FNDT.N OL - O 9YPOiJ 6RACI�T io GRADE 45KTI8x1m _ I "ON' BRACKET io GRADE FYPOJ' CRACKET ACE APP IED w - - —2 I �CT18X10 vE I `V `} BSMT. FLR I 9K118X10 I ^ y BSMWAM LU T FL W ------- - 1 _ ------ _ B/ FTG. B/ FTG FACE APPL�IEA FACE APPLIED 1440UR RA_ D WALL U309. 2 4 STONE V” CAP FACE APPL IED, FACE APPLIED I HOUR RA D WALL Of. STONE SILL GAP I HOl1R RATED WALL U309 2x4 STUD E STONE VENEER STUD WALL W/ (1) LAYER 6/9' STONE VENEER STUD WALL W/ (11 LAYER 6/8' TYPE WALL W/ (1) LAYER 6/8" TYPE X GYP WAINSCOT X GYP EA SIDE. -74416 WALL ONL7 WAMSCOT X GYP EA SIDE. -THIS WALL ONLY w Z EA SIDE. -THIS WALL ONLY Z z r FRONT ELEV. •D• =< E r FRONT ELEV. "B• I I I I ______ _- `9� (p 0 SCALE 3/61, , II_0:1 - - - - - - - 03 5GALE 3A6" . I'-0' - - - _ - - 0 , _E: 3/161 , 11.011 u t- X GENERAL PLAN NOTES 1. ALL INTERIOR WALLS ARE 3-1/2" UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERUJISE. 3, COMMON WALL MUST ALWAYS HAVE III TYPE "X" GYPSUM BOARD ON BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/2X6 STUDS a 16" O.C. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/8" TYPE "X" GYP5UM BOARD EACH SIDE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" PLYWOOD PLATE AND (1) 2X6 JACK. STUD EACH END UNLESS NOTED OTHERUJISE, 6. ALL POINT LOAD SUPPORTS (JACK. STUDS) TO BE CARRIED THROUGH EACH FLOOR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. 1 ALL BATHROOM FANS TO BE VENTED TO EXTERIOR 8. ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. 5. SEE CABINET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. 11, TOWEL BARS MOUNTED 54" AFF AND TOILET PAPERHOLDER5 MOUNTED 24" AFF. 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. 13. ALL WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. PLAN NOTES KEYi 1. WALLS CONTAIN POLY. ROCK, AND INSULATION. 2. HATCHED AREA INDICATES EXTENT OF 12" CEILING DROP FOR MECHANICAL DUCT WORK 3. 2X6 STUD KNEE WALL W/ PRESSURE TREATED PLATE, ON 3' H. FOUNDATION WALL - 4. ONE LAYER OF GYPSUM BOARD. 5. STAIR HEADER EXTENDS ACRD65 ENTIRE STUD WALL TO INSIDE FACE OF COMMON WALL PLAN NOTE BYtT" '/OfE PLAN KEY LCLATION OF REFERNJCE S. F. CALCULATIONS OPTION * SASE OPTION UNFINISHED SSMIT. 361 SF 43 SF FINISHED BSMT, 51 SF 35l SF FIRST FLOOR 960 SF 915 3P W/ $AY SECOND FLOOR 903 SF 918 5F W/ BAY GARAGE 487 SF 48-t SF TOTAL FINISHED 1914 SF 2250 SF PARTIAL LOWER LEVEL PLAN AT FINISHED BEDROOM, DEN OPTION 03 SCALE: 1/.411 31_1 5 1/2" 5'-4 3/4" 5'_6" 8'-0 1/4" C FRESH AIR INTAKE IS PLACED ON STA IDE Or rURN. AND ITS IS WH ON THE GARAGE SI DROP INTAKE 12" R m UTILI ) 2XIC IIIA uu PT St11pS (zi JAace.a.No PT. LD -41, 'A oRO2)21 fltt LLV , "_m� r-- -- tz) JA EA. IN ,p- r if H„�x'E2 nl ti ! LAUNDRY i / IS-� FDO I 20 MIN RESILIENii I> J'_� L� _ j� L U�INIS i T- r ---y -- -- ILI) RES( TENT 'Lb $OXI Z 1 '� U SH. / RD. % I Q I M 260-7 Cj 5 (znx6 2) JACKS xl' SIMPSON Huc26-20 41-51141, 3'-V/ 1/2 tu If INK N N RAKE WALL •a rA �' DOOR/ TRANSOM (FULL WIDTH OF ENTRY) ANCHORED TO (2) 2x4 STUDS (FULL HT-) W/ (4) UD, CAP LuL 11/4" 5 1/2 23'-91/2" ®1 1 16'-1 1/2" W, �M `T 1 23'-2 1/2" N RAKE WALL - ' LL 3'-I" - DOOR/ TRANSOM (FULL WIDTH OF ENTRY) ANCHORED TO (2) 2x4 STUDS (FULL HT-) W/ (4) UD, CAP LuL 11/4" 5 1/2 23'-91/2" 5 1/2" 1 16'-1 1/2" Ibd NAILS EA. FACE RECREATION `T 1 23'-2 1/2" a) CARPET Q I(4) 1 3/4" x 18" LVL IBM. ABV. Ulk WIDTH OF ENTRY)= LL (2) 2x10 BOND ESM. ABV_ _- N 31-1" - ' LL 3'-I" - DOOR/ TRANSOM (FULL WIDTH OF ENTRY) ANCHORED TO (2) 2x4 STUDS (FULL HT-) W/ (4) 1/1" GYP BD ON 2x4 FURRING, W/ WOOD CAP. SEE DETAIL= 02/A4.2G - 11/4" 5 1/2 23'-91/2" 5 1/2" 1 16'-1 1/2" Ibd NAILS EA. FACE 3 1/2" `T 1 23'-2 1/2" '068 TRY 2ACKS I(4) 1 3/4" x 18" LVL IBM. ABV. Ulk WIDTH OF ENTRY)= JA W/ 301 -I" _- I I/4" BIDE AB i J2ACKS 3 C3) STUD 0 BATHROOM OPTION 46-CALE; 1/4" = // 11 1 ABV. Oma _ f (2) 2x8 HDR 5036 SLIDER __ STONE VENEER 2x6 LEDGER BLOCK ANCHCII TO FACE of BOND BEAM TO SUPP RT PT, LD. PORCH BOX BEAM. NOTCH BO OM OF BOX BEAM ACCORDNGLY TO 51T ON LEDGER BLOCK AND TOE NAIL NOTE: SEE: DET. 05 / THIS T Y 1 16'-31/2" 31/2 CANOPY DETAIL 8'-5 3/4" 24'-0" PARTIAL LOWER LEVEL PLAN AT FINISHED REC. ROOM OPTION ®2 SCALE: 1/4" • 1'-O" 1/4" G L DECK TRANSGM (FULL 11/4" 23'-91/2" 5 1/2" 1 16'-1 1/2" I 3 1/2" 1 23'-2 1/2" I(4) 1 3/4" x 18" LVL IBM. ABV. Ulk WIDTH OF ENTRY)= I(5) 2x8 JACKS EA END -I" 3'-1" I I/4" m wz ANCHORED TO (2) an . I a � SSEE SHEET A4A 306 ENTRY 2xd STUDS (RILL IN GARAGE PORTAL (1) 2xl2x 3'L—. (2) 2x6 3068 ENTRY 0-L FRAME DETAIL HEADER FOR W/ 301 HT.) W/ (4)166 I I JACKS OOR W/ 301 oj� GARAGE PANE�IGAL I k,2 NAILS EA. FACE <T > SIDE N50M 4' CONC. SLAB a Q 2x8 STUD WALL Lu BV. (2) 2x6 JACKS TYP. AT REAR DOOR V• (2) 2x6 JACKS a V Iu III id)lu m�4 AND CEILING. Z m 0 ST ACs -R-38 INSULATION z J r w Q -a (2) 2x4 JACKS, TYP.C2) �0 2x4 O Y x �a c; 2x6 LEDGER W/ (3) - �IROOF ry � LL JACKS, TYP. L_ — ——J IY I II NAILS • 16" O.C. Q DROPPED SOFFIT USSEB ' (A I I L �- 4x4 F.F.T. POST W/ 14 ct1 I I ABV. • 4" OG. 4x4 F.RT. POST W/ FRE844AIR INTAKE PT. LD. SIMPSON A6E44 IS PL L — — — — SIMPSON ABE44 OF FURK L IS — — — = POST BASE ON THE GARAGE SIDE — — — — POST BASE DROP I 4TAICE 12" OF 1 LR "' (2) 2x10 Box- $ML's UTILI H ". wte uu 5) DS (2) 2x10 BOX- BM.'s r -PORCH PT. I — — — — W/ 2x6 T 4 B PL.'S, PORCH — — — — W/ 2x6 T 4 B PL.'S, ROS (2) us 0 r------1 vRmPPE'I'BM 4 (2) 2x4 JACKS AT ROOF nJ �Aoce ea .y7� 4 (2) 2x4 JACKS AT ABV I I FDO ~ 20 MIN I' WALL ABv. WALL Vl 5II/2" 2'-3 1/2 2'-3 1/2 5 511/2 2'-3 1/2 2'-3 1/2 5 1/2" 1/2" NOTE: FOR PORCH 'ago r v m 14A WASH. -h 1 DETAILS, SEE SHEETS ............... ( x6 - j rp j 443N 4 A4-" 5'-6" CONC.— ELEVATION 'C' ELEVATION (2) STUDS — 'A' AND 'B' 0PLAN 5 DETAIL AT ENTRY CANOPY C2nx6 BM 12 SCALE: C 1/4" • I'-0" (2) 2x8 HDR 5036 SLIDER __ STONE VENEER 2x6 LEDGER BLOCK ANCHCII TO FACE of BOND BEAM TO SUPP RT PT, LD. PORCH BOX BEAM. NOTCH BO OM OF BOX BEAM ACCORDNGLY TO 51T ON LEDGER BLOCK AND TOE NAIL NOTE: SEE: DET. 05 / THIS T Y 1 16'-31/2" 31/2 CANOPY DETAIL 8'-5 3/4" 24'-0" PARTIAL LOWER LEVEL PLAN AT FINISHED REC. ROOM OPTION ®2 SCALE: 1/4" • 1'-O" 1/4" G L DECK 24'-0'I ABOVE 11/4" 23'-91/2" -2 3/4" 1 16'-1 1/2" 3 1/2" 1 23'-2 1/2" I(4) 1 3/4" x 18" LVL IBM. ABV. Ulk I(5) 2x8 JACKS EA END 16' x T' O.H. DOOR m wz an . I a � SSEE SHEET A4A (3) STUDS GARAGE PORTAL (1) 2xl2x 3'L—. PT. LD. 0-L FRAME DETAIL HEADER FOR I d oj� GARAGE PANE�IGAL LL > 4' CONC. SLAB a Q 2x8 STUD WALL Lu aNa 5/e" YYPE "X" TYP. AT REAR 2IjW GYP.ED. W4LLS w a V Iu III id)lu m�4 AND CEILING. Z m 0 ST ACs -R-38 INSULATION z J r w M GEILNG w d) �0 iD O Y x �a c; ry � LL L_ — ——J �181,W.X 121,A DROPPED SOFFIT 5 1/2" 5'-4 3/4" 5' 6.. 5 1/2" 81-011411 (4) STUDS- FRE844AIR INTAKE PT. LD. IS PL ED ON STAIR SIDE OF FURK AND ITS V IS = WH ON THE GARAGE SIDE DROP I 4TAICE 12" OF 1 LR "' UTILI H ". wte uu 5) DS r (z) JAGK.r° ea ao AM PT. I D. 4-- atl (2) us 0 r------1 vRmPPE'I'BM nJ �Aoce ea .y7� I I FDO ~ 20 MIN I' = wWn POOR O� I W I p/i L_____ -i Vl FL A. N ----- 'ago r v m 14A WASH. -h 1 w RESI [ENT Box ............... ( x6 - j rp j HIMF502 R I L ----- J CONC.— (2) STUDS — 5 (2) JACKSR C MPSON NUG26-2 PT. LD. C2nx6 BM 12 C LIN -1---- � ° UNI=MASHED - STD. a I - 0_ CONCRETE 4- Isw W~ w= ti N to LuL LL D 3'-I" p�( (2) 2x10 BOND BM. ABV. DOOR/ 0. TRANSOM (FULL WIDTH OF ENTRY) 0 00 5 1/2" ANCHORED TO (2) 2x4 STUDS ID a (FULL HT> Wz (4) 16d NAILS FA LL ADD .I/2" GYP. BD. zD (2) 2x6 306 ENTRY FACE TO HALF WALL JACKS W/ 301 SIDE I 3 STUD DOOR AS AAS JACKS (2) 2x8 HDR PT PT_ LD. - -LL ----- 5036 SLIDER � z I STONE VENEER 0SLAB 7 Pte_ AST 2X& LEDGER BLOCK ANCHORS TO _CO . FACE OF BOND BEAM TO SUPP T P7. LD- lg�— PORCH BOX BEAM. NOTCH BO TOM Or BOX BEAM ACCORDINGLY TO SIT ON — — — — — — LEDGER BLOCK AND TOE NAIL NOTE, 8£E, DET. 05 / I YHIS SHEET FOR ENTRY _. CANOPY DETAIL 5 I/2" 16'-3 I " 3 1/2" .11 iL 3'-8 1/4" L II' -i 1/2" 23'-9 1/2 " 241-011 o1 STANDARD LOWER LEVEL PLAN SCALE: 1/4' = I -0" 0 1/4" W 0 0 0 Q m m 0 C 02 N N O L Q) �. X61 O C mol- C m E 0 F- 111 U Q Q -I- -0 -D I 5 4' 0'1 OPTION 0 (2) ENLARGED DECK OPT. 361 Sr 1 8'-0" I I/ 23 THROUGH 2ND 8'-6 3/4" 9'-5 1/4" SECOND FLOOR FLOOR CHASE �� \ l I STONE VENEER 0 AND ROOF TOTAL FINISHED _ ----91/2 311 ------ - 31/2" I 608 �!s UT/ 16 FT IAB INE ABRVC mom_i (2) 3060 (2) 3060 MULLED I FIXED GLASS TRANSOM ABv. 4 a 3F4 x 5 f2 - e2)1 3/4" x S 1/2" LVL W/ (Z) JACKS EA. END = BEE: SHEET A43J 1 H UI RA U2456 REF. 524 RANGE 0521 15L836 �p -2" FILLER A 2" FILLER y r �� a M1 �- UD I TO CEILING I I GK 3'_113/4" LIVING CANTILE RED j j m - ii 1 v 0TG 111 3'-10" 3'-1011 ROOM I P.T. WOO W/ E p CARPET H. RAIL, E DECK I ____1 I 3.1 I I 1 "- ____I 5/2 DETAIL EET j 4' 0" EA 511 E. xx IZ 111 _ 011 31 0 OPT. m It r, IT m /2 (p 6'-5 1/211'-5 u. ISLAND% C R 1 KITCHEN ---- 0 1+1 5 IA J � RESILIENT 11'-0" _ Ilu ----------- I � OTA IU 0 -8" 4'-1 3/4" /4" 23'-131/2" 1 1/4' 241_0" '� - 1 OTB Ip Iv 1 HALF WA 'y,+rlr,, PEPR �. WOOD C,}lP"IJ f t 'I SB36 'ryIw I ` C2 (SPINDLES-EiPT� SIMPSON U14 0IsLLA 6� L"71 P I 1 3/4" x 16' L F 02 a -- -I I0 i c*MrM W 01 a r 4 X W/ 0" 41" H. 2x6 3'-1" 2' 8 I/2 - 'I 5 k 'I HALF WALL 8'- I/2'" W W r - I DROPPED CEILING THIS I AREA TO 50TTOM OF 15EAM ' nl I (3)JACKS I P I HALFWALL W/ WD GAP I W8 x 15 x 14'-0" L. STL. M (HOLD BOTTOM FLUSH / 100 BOTTOM OF FLR T S) 1 c /(2)JACICS ININCs - - (U SH. ! RD. Q 1� - 0 CARPET e HALF -WALL W/ W - WD. CAP, II II J� II II II Q I N N ® �Q WmW _a 0 � � At OOM w � I S m9 CA T pN I � OI Z 3 I I I W p In 31_11 31_111 LI - 51/2" I � ; i �•? Nq (2) 3060 MULLED 1 01 STONE 4.IN VENEER 1/2" 6'-5 1/2" 6'-3 1 3 1/2" 15'-3 3/4" 8'-5 3/4" 15 24'-0" FIRST FLOOR PLAN A 0 1 SCALE: p 1/4" = 1'-0° Y r I 'ED WALL U_- JALL W/ (1) TYPE X G` THIS WALL 11 5 I/: Met PARTIAL FIRST FLOOR PLAN B, C, & D 1/4" = 1'-0" 1 I/A 24'-0" 4" 23'-SI/2" 11/4" 6'-0" 15'-0 3/4" 2'-8 3/4 3 I/2" 11'-1" Il' -4" 3 1/2" 30 50 30 50 �0 d (2) 2x6 HDR (2) 2x6 HDR v Lup � L a BEDROOM 02 z a BEDROOM °3 CARPET q CARPET W NN 111 9'-31/2" 1/2 2'-411 '-81/211 4 HALF -WALL W/ a WOOD CAP r 5068 BI-PA55 5068 BI-PASSTL4 -_ i 8' -Il 1/2" 4'-8" r, CU 5H. -------------- ----- RD. 24" TBQ LL BATHd1 CPT.d ,n 3'-I" 5' 4 I/2' ' O O 1 N. IT) O. RI ER F-0 W. 10 T 'EA S _I O a 4 M. BATH RESIL., 8' CLG. LII I I R -I N CPT' 8' CLG. IATTIC AESS I a I ti B 1/2" _ 3'-81/2" 2 8' CLG. AT VAULT. N N I CLG. OPT. C4) SH. - 9'-9"1 41-01,9' OPTIONAL w FIREPLACE d) CHASE I'-0" ' MASTER BEDROOM o - CARPET (MONO -VAULT CLG. OPT) ,`1„ SITTING AREA Q Q CARPET m �n LU a 8 Z BALLOON FRAME STUDS AT 12"O.C. AT VAULT OPT. BALLOON FRAME STUDS z -THIS WALL ONLY AT 12"OC. AT VAULT OPT. W -THIS WALL ONLY d (2)13/4" x 51/4'' LVL 9 (2) 2x6 HDR W/ (2) JACKS EA. END 30 50 (2) 3050 I`NLLED �4 22'-10 1/2" 5 1/2Al 10'-9 3/4" 8'-5 3/4" 23'-9 1/2" 1/4" 24'_0'1 wl 038CALE: SECOND FLOOR PLAN A, B, & C 1/4" = 1'-0" o MASTER BEDROOM VALLEY 5ET --USS l CARPET ®24" O.C. iC (3) 2x6 HDi+e 2 -PLY GIRDER TRUS_5 30 50 W/ C2) JACKS EA. END _ ROOF TRUSSES Q ABOVE AT 24" O.C. 06 (2) 3050 (MULLED) HOUR RA W, GABLE END aB (3) 2x6 HDR. 2X4 STUD LL l ROOF TRUSS 4'-6" 6'-11 3/4" 3'_10" 3'_10" LAYER 5/6" YP'. SIDE. T IS l " II' -01/4" 6'-8" 6' 4t='-2 1/4" 51, Il' -5 3/4" " 23'-9 1/2" If/ 24'-0" PARTIAL SECOND FLOOR PLAN D 1/4" = 11_0" 4' 0'1 OPTION 0 (2) 2"x10" DROPPED 5ZI / (2) JACKS EA. END 1\�� (3)2x6 HDR F mQ 361 Sr 43 SF FINISHED BSMT. 51 SF 35-1 SF THROUGH 2ND 960 SF 915 SF W/ BAY SECOND FLOOR FLOOR CHASE �� \ l I STONE VENEER 0 AND ROOF TOTAL FINISHED _ 2250 SF � _ � N A4.IN mom_i (2) 3060 (MULLED) 1 H UI RA U2456 REF. 524 RANGE 0521 15L836 FKS24 -2" FILLER A F I REPLAGE r FRAME BOX 2X4 UD I TO CEILING f z � 3'-10" 3'-1011 FIREPLLACE LCCdTiON LAYE 5/2 EA 511 E. /2 6'-5 1/211'-5 4'-3 1/4 6'-8" 6" 4'-2 1/4" 5 IA 3/4" -8" 4'-1 3/4" /4" 23'-131/2" 1 1/4' 241_0" Y r I 'ED WALL U_- JALL W/ (1) TYPE X G` THIS WALL 11 5 I/: Met PARTIAL FIRST FLOOR PLAN B, C, & D 1/4" = 1'-0" 1 I/A 24'-0" 4" 23'-SI/2" 11/4" 6'-0" 15'-0 3/4" 2'-8 3/4 3 I/2" 11'-1" Il' -4" 3 1/2" 30 50 30 50 �0 d (2) 2x6 HDR (2) 2x6 HDR v Lup � L a BEDROOM 02 z a BEDROOM °3 CARPET q CARPET W NN 111 9'-31/2" 1/2 2'-411 '-81/211 4 HALF -WALL W/ a WOOD CAP r 5068 BI-PA55 5068 BI-PASSTL4 -_ i 8' -Il 1/2" 4'-8" r, CU 5H. -------------- ----- RD. 24" TBQ LL BATHd1 CPT.d ,n 3'-I" 5' 4 I/2' ' O O 1 N. IT) O. RI ER F-0 W. 10 T 'EA S _I O a 4 M. BATH RESIL., 8' CLG. LII I I R -I N CPT' 8' CLG. IATTIC AESS I a I ti B 1/2" _ 3'-81/2" 2 8' CLG. AT VAULT. N N I CLG. OPT. C4) SH. - 9'-9"1 41-01,9' OPTIONAL w FIREPLACE d) CHASE I'-0" ' MASTER BEDROOM o - CARPET (MONO -VAULT CLG. OPT) ,`1„ SITTING AREA Q Q CARPET m �n LU a 8 Z BALLOON FRAME STUDS AT 12"O.C. AT VAULT OPT. BALLOON FRAME STUDS z -THIS WALL ONLY AT 12"OC. AT VAULT OPT. W -THIS WALL ONLY d (2)13/4" x 51/4'' LVL 9 (2) 2x6 HDR W/ (2) JACKS EA. END 30 50 (2) 3050 I`NLLED �4 22'-10 1/2" 5 1/2Al 10'-9 3/4" 8'-5 3/4" 23'-9 1/2" 1/4" 24'_0'1 wl 038CALE: SECOND FLOOR PLAN A, B, & C 1/4" = 1'-0" o MASTER BEDROOM VALLEY 5ET --USS l CARPET ®24" O.C. iC (3) 2x6 HDi+e 2 -PLY GIRDER TRUS_5 30 50 W/ C2) JACKS EA. END _ ROOF TRUSSES Q ABOVE AT 24" O.C. 06 (2) 3050 (MULLED) HOUR RA W, GABLE END aB (3) 2x6 HDR. 2X4 STUD LL l ROOF TRUSS 4'-6" 6'-11 3/4" 3'_10" 3'_10" LAYER 5/6" YP'. SIDE. T IS l " II' -01/4" 6'-8" 6' 4t='-2 1/4" 51, Il' -5 3/4" " 23'-9 1/2" If/ 24'-0" PARTIAL SECOND FLOOR PLAN D 1/4" = 11_0" 4' 0'1 OPTION 0 rFRdnING� OPTION VENT F.P. UP 361 Sr 43 SF FINISHED BSMT. 51 SF 35-1 SF THROUGH 2ND 960 SF 915 SF W/ BAY SECOND FLOOR FLOOR CHASE �� \ l GARAGE 481 SF AND ROOF TOTAL FINISHED _ 2250 SF mom_i x x N y OPTIONAL U2456 REF. 524 RANGE 0521 15L836 FKS24 -2" FILLER A F I REPLAGE r FRAME BOX 3 TO CEILING f z � NOT PLANSEE'ASJFOR FIREPLLACE LCCdTiON � 0 'w O v/ Uz W TO i Z !LL dLLI 6� a m Q u i c*MrM W 01 a r 4 X W W wl 038CALE: SECOND FLOOR PLAN A, B, & C 1/4" = 1'-0" o MASTER BEDROOM VALLEY 5ET --USS l CARPET ®24" O.C. iC (3) 2x6 HDi+e 2 -PLY GIRDER TRUS_5 30 50 W/ C2) JACKS EA. END _ ROOF TRUSSES Q ABOVE AT 24" O.C. 06 (2) 3050 (MULLED) HOUR RA W, GABLE END aB (3) 2x6 HDR. 2X4 STUD LL l ROOF TRUSS 4'-6" 6'-11 3/4" 3'_10" 3'_10" LAYER 5/6" YP'. SIDE. T IS l " II' -01/4" 6'-8" 6' 4t='-2 1/4" 51, Il' -5 3/4" " 23'-9 1/2" If/ 24'-0" PARTIAL SECOND FLOOR PLAN D 1/4" = 11_0" 4' 0'1 OPTION 0 rFRdnING� OPTION VENT F.P. UP 361 Sr 43 SF FINISHED BSMT. 51 SF 35-1 SF THROUGH 2ND 960 SF 915 SF W/ BAY SECOND FLOOR FLOOR CHASE �� \ l GARAGE 481 SF AND ROOF TOTAL FINISHED _ 2250 SF mom_i x x N y OPTIONAL U2456 REF. 524 RANGE 0521 15L836 FKS24 -2" FILLER A F I REPLAGE r FRAME BOX 3 TO CEILING f z � NOT PLANSEE'ASJFOR FIREPLLACE LCCdTiON � 0 'w O v/ Uz W 24'-0" PARTIAL SECOND FLOOR PLAN D 1/4" = 11_0" S. F. CALCULATIONS 4' 0'1 OPTION 0 rFRdnING� OPTION VENT F.P. UP 361 Sr 43 SF FINISHED BSMT. 51 SF 35-1 SF THROUGH 2ND 960 SF 915 SF W/ BAY SECOND FLOOR FLOOR CHASE �� \ l GARAGE 481 SF AND ROOF TOTAL FINISHED _ 2250 SF mom_i x x N y OPTIONAL U2456 REF. 524 RANGE 0521 15L836 FKS24 -2" FILLER A F I REPLAGE r FRAME BOX 3 TO CEILING f z � NOT PLANSEE'ASJFOR FIREPLLACE LCCdTiON S. F. CALCULATIONS OPTION 0 BASE OPTION UNFINISHED BSMT. 361 Sr 43 SF FINISHED BSMT. 51 SF 35-1 SF FIRST FLOOR 960 SF 915 SF W/ BAY SECOND FLOOR 903 SF 918 SF W/ BAY GARAGE 481 SF 48l SF TOTAL FINISHED 1914 SF 2250 SF BREAST 4'_q" BREAST BOARD BOARD OVERLAPS OVERLAPS SIJRR. ND SURROUND IR' SURROUND SURROUND I __ ___ Ldd `p r OVERLAPS -- -- --- - OVERLAPS _ FIREPLACE r FIREPLACE FLANGE, r _ FLANGE, T ®�_ LEVEE GAB F.P. ® I LEAVE IR" GAB FP. 1 REVEAL, T N' m REVEAL, TTP. J ` 6" WIDE _ '- 3 WD. LEGE T__1 - --- _ - _ ~ 3 PRATE RD. 5" EXPOSED -FRAME RD. FOR F.P. BOX SURROUN6 IR 6 I2'FOR FP. BOX 4 W 1/f rs GROJT6FLOOR AT I ROVE 4 TILES e q 8 3/16' FLOOR �� _2�� 1' W/ 1/4' GROUT ELEVATION 3'-n" SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION FIREPLACE OPTION 0 6 SCALE: 1/4" = l'-0" OPTIONAL CROJN MOULDING RW3924 U12442 W3024 W3341 WB42 :UIE Dm /�'�� / I ENUBIB B36 DB18 9 PE''R Or I. MLAND KITCHEN ELEVATIONS 0 SCALE: 1/4" = I'-0" O O 24" T5 a0 N VSB60 M. BATH RESIL., 8' CLG. I j PRANNEEL ai TUB ILL J/ (l) o to = X GYP / \ JALL 211 3'-611 " 5._011 L 411 MASTER BEDROOM CARPET MASTER BATH OPTION 058CALEf 1/4" = l'-0" 7 ca INC mom_i x x N y U2456 REF. 524 RANGE 0521 15L836 FKS24 -2" FILLER A ENUBIB B36 DB18 9 PE''R Or I. MLAND KITCHEN ELEVATIONS 0 SCALE: 1/4" = I'-0" O O 24" T5 a0 N VSB60 M. BATH RESIL., 8' CLG. I j PRANNEEL ai TUB ILL J/ (l) o to = X GYP / \ JALL 211 3'-611 " 5._011 L 411 MASTER BEDROOM CARPET MASTER BATH OPTION 058CALEf 1/4" = l'-0" 7 ca ENUBIB B36 DB18 9 PE''R Or I. MLAND KITCHEN ELEVATIONS 0 SCALE: 1/4" = I'-0" O O 24" T5 a0 N VSB60 M. BATH RESIL., 8' CLG. I j PRANNEEL ai TUB ILL J/ (l) o to = X GYP / \ JALL 211 3'-611 " 5._011 L 411 MASTER BEDROOM CARPET MASTER BATH OPTION 058CALEf 1/4" = l'-0" Y W ca INC mom_i x x N y W r 3 oz f z � N a � 0 'w O v/ Uz W TO i Z !LL dLLI 6� a m Q u i c*MrM W 01 a r 4 X W W Y Iv FtIpGa VENT CO -I (TION PITGI-h G L SHINGLES, SEE TRIM DETAIL VINYL SHAKE 2 - - SIDING I TMP. 12 TYP. - L,I-111111L I 8 IT/ N _ POE SEPARATION O ADJACM? OVERHMAi 8 17 SPACES - UM DETAIL Zi/A431 4'. I 2 1________ - _ B" CTL - 4 I0" FRIEZE, RETUW8 i KEYNOTE SYMBOL MATERIAL ON TRIM KEY LOCATION OF MATERIAL (II iO 04 - i x:12 8:12 IN .. ,.- 6:12 — - =�111. '.11 111-� . 1.. _1; — 111111- UMH s IO$Aaq_ F.AIATER___ P WINDOW�2nd RLR .n IBA1fF1B2 �NF E B'_0 _ SHOLLN, TVP. ; \U/ WAL - 4DR I.;i j 12' RV. 3 9 ■ _-- - - TVP. �- � I ENLAf-KiEP - let FLR/ PE_CJK_OPT. _ I T/ DE a I I I lq _ u' 1_4' OF FSE RETARDANT 4'-0 TREATED PLYWD. ON EACH 4'1 0I: - - SIDE OF CO'MON WALL 1 do E TYP. it KEIWATER I BARRIER D LINE 1 D T/FNDTNJ OU--�---- ---� I- -- I. FFLIN `i I FIRE SEPARATION OF ADJACENT OVERHANG ADDRESS GRADE �� SOFFIT SPACES -SEE LOCATION 2 AND jAXMBSa� / i DETAIL ®B/A431 v FYG `,. -------- ------------ -- F- ------- ------ -+--__ n -IT n hr -----------_-� _ I A- 1/5" + ®� REAR ELEVATION 1L _ SCALE: 1/B" - I'-0" BOX -MY Ai "B" ELEVATION ONLY SLOPED SOFFIT ROOF PLAN 'A' IN 'B' I5EYOND HORIZONTAL SOFFIT SCALE: f— BEYOND W,- "BIRD -BOX" TRIM DETAIL VINYL�ALIdKF SCALE: IR" 1'-0" '-51RD-HOX" TRIM FLUSH W/ LUALL SURFACE 12' RIDGE VENT I I CIL OIL � COMPOSITION SHINGLES, YTP- -�� `6:12 PITCH FIRE 6FPApATIGN CF ADJAC.P) OVEIGNANG SOFFIT SPA[£$ SEE DETAIL MA431 c 1_1__ _____ 1 -------- 1- _ I a 1 y I IEARIMERti INE F / �} F\v I, 12' RV_ 1 I I I •�:i' 4'OF FRE RETARDANT I TREATED FLYWD. ON EARN u SIDE OF COHHCN WALL 4' 0 ATE \ 1 RRIF R 3A ME \ 1 I /15 8:12Ln--n--N---- -- 8:12 j :12 I L--- ---� L - __J •SSE a ."Arm OF ADJACENT OVEIW1AMi BUTT EPACEB - 6EE DETAIL MA431 OROOF PLAN "C' SCALE: 1/21 EXTERIOR TRIM KE-' 1 4'. FITS EFPARATfdJ OF ADJACR OYE 9 SPACE9 - 9EE DrTAJETAIL ¢B/A431 2 6- GARAGE INNER JAMBE, WINDOW BILLS, GABLE RAKE, FASCIA 3 B" 4 I0" FRIEZE, RETUW8 KEYNOTE SYMBOL MATERIAL ON TRIM KEY LOCATION OF MATERIAL 12' RIDGE VENT CIL L �- COMPOSITIONSHINGLES, TTP_ 1-6:12 PITCH 4 - - m 2nd FL -R. - PRE -MAN T/ PLATE -MANTEL, TYP. SEEt = W OW HDR rLASNNG, TYP' TYP. m1�� -- � `8:12 PITCH0) B:TI PITCH 0 e COLUMN DETAIL 06/A430 11-(3 R I FACSTOEEAP PII LER I m GRADE 1 WANe n Y ESSMT_FLR 1 FACE APPLIE �_-------------� STONE SILLII CAP / 01 FRONT ELEV. 11A" 1 _ - - _ _ SCALE: 3/16" 1'-0" EM . I_.I Is I I. T�■p�i 12 PITC4-- � •, _ FITS EFPARATfdJ OF ADJACR OYE 9 SPACE9 - 9EE DrTAJETAIL ¢B/A431 _ __,_/_____LIiI C(III L ---- --- (II iO - IN .. ,.- 6:12 — - =�111. '.11 111-� . 1.. _1; — 111111- 1... - = 1.,1 111 11.. =� a_ ..., -- ; I .' 12' RV_ - - ��illl��llll-lill��l��llll �milli,��ill��llll��IIII 4 - - m 2nd FL -R. - PRE -MAN T/ PLATE -MANTEL, TYP. SEEt = W OW HDR rLASNNG, TYP' TYP. m1�� -- � `8:12 PITCH0) B:TI PITCH 0 e COLUMN DETAIL 06/A430 11-(3 R I FACSTOEEAP PII LER I m GRADE 1 WANe n Y ESSMT_FLR 1 FACE APPLIE �_-------------� STONE SILLII CAP / 01 FRONT ELEV. 11A" 1 _ - - _ _ SCALE: 3/16" 1'-0" EM . I_.I Is I I. T�■p�i 12 PITC4-- � i 4' OF f I RETA;VANT TREATED PLYWD. ON FAN I 4'-011I SIDE cfcaezNwau�L. 4' 0' CEZAI TTEER / \ I I BARRIER4�� \\ I I I e 4 HORN. SIDIW_i � O Q /18-12r -- J BEAM B:12 T _OLn�kI BRACKET :12 8:12 L - I~J FIRE 6EPAR4TION OF �. 'I' ADJACENT OVEF44ANU. B 17 SPACES - ELE PETAL 0 A431 ROOF PLAN 'D" 08 BALE, re" . I' SIDE ELEV. AT FRONT PORCH ROOF SIDE ELEV. AT SCALE: 3/16" . I' -m" ■Q ® 2 -STORY BOX -BAY ®® SCALE= 3/16" . 1'-0" 4" FACE TRIM STACKED 11 -STORY SIMILARI ON TOP OF 6" FACE TRIM 6" FACE TRIM m 2 TRIM DETAIL SCALE: 1/2' - 1'-0" 12' RIDGE VENT COMPOSITION 5HINGLES, TYP. CIL CL rYPx`6:12 PITCH-�- 5KTI N' BRACKET '0X BKTII2X4 2'x 2' FIXED WINDOW I W/ OPAaLE BACKING, 12 OR PROVIDE DARK B 8 VINYL SHAKE TINTED GLASS SIDING, TYP. 12' RIDGE VENT I I C L. COMPOSITION SHINGLES, TYP. —/� C L 6:12 PIYGH fYPaN' aRACKET -BKTIOX12X4 VINYL 84AKE 12 SIDING, TYP. I 1 B 06 P. _ r aw111. .... m- -111111 OEM 111'1111 _ 111M�1111 1111 ANNE _ 1111n[i ps 3 1 11 111 wci �© ❑ p• ENE I U 0 0_ 'D ° 0 c N Q1 75 p 000'0E AlA V L �� c �-0 E aN B7� Q��O r O ILI A IE 0 •, _ FITS EFPARATfdJ OF ADJACR OYE 9 SPACE9 - 9EE DrTAJETAIL ¢B/A431 _ __,_/_____LIiI C(III L ---- --- (II iO - IN _ 6:12 8:1211 '.11 _1; a_ �°CIER WIFI ; I 12' RV_ i 4' OF f I RETA;VANT TREATED PLYWD. ON FAN I 4'-011I SIDE cfcaezNwau�L. 4' 0' CEZAI TTEER / \ I I BARRIER4�� \\ I I I e 4 HORN. SIDIW_i � O Q /18-12r -- J BEAM B:12 T _OLn�kI BRACKET :12 8:12 L - I~J FIRE 6EPAR4TION OF �. 'I' ADJACENT OVEF44ANU. B 17 SPACES - ELE PETAL 0 A431 ROOF PLAN 'D" 08 BALE, re" . I' SIDE ELEV. AT FRONT PORCH ROOF SIDE ELEV. AT SCALE: 3/16" . I' -m" ■Q ® 2 -STORY BOX -BAY ®® SCALE= 3/16" . 1'-0" 4" FACE TRIM STACKED 11 -STORY SIMILARI ON TOP OF 6" FACE TRIM 6" FACE TRIM m 2 TRIM DETAIL SCALE: 1/2' - 1'-0" 12' RIDGE VENT COMPOSITION 5HINGLES, TYP. CIL CL rYPx`6:12 PITCH-�- 5KTI N' BRACKET '0X BKTII2X4 2'x 2' FIXED WINDOW I W/ OPAaLE BACKING, 12 OR PROVIDE DARK B 8 VINYL SHAKE TINTED GLASS SIDING, TYP. 12' RIDGE VENT I I C L. COMPOSITION SHINGLES, TYP. —/� C L 6:12 PIYGH fYPaN' aRACKET -BKTIOX12X4 VINYL 84AKE 12 SIDING, TYP. I 1 B 06 P. _ r aw111. .... m- -111111 OEM 111'1111 _ 111M�1111 1111 ANNE _ 1111n[i ps 3 1 11 111 wci �© ❑ p• ENE I U 0 0_ 'D ° 0 c N Q1 75 p 000'0E AlA V L �� c �-0 E aN B7� Q��O r O ILI A IE 0 FYFON' EYiACKET GRADE (D 181KT1BX18 ^' v BSMT_ FLR _ B/ FTG, FACE APPLIED SAGE APPLIED 1 WOUI RATED L U309. �X� STUD FACE APPLIED - STOW SILL CAP / STOP VEI�ffER WALL W/ (U LAYER 5/811 TYPE GYP STONE SILL CAP EA BIDE. -THIS WALL ONLY - ®2FRONT ELEV. •B" SCALE: 3/18,: . 1:_011 1 - FYFONI 1 8XI0I :a EySMT pFLR 1 'F%Y TBXIO OCEt A STONE FIR 1 _ O 1-U 0 - - - - - - - - _ B/ FTG. FACEEE S LL11IED - - I - - - - - - - L( -IL-1( 1 FACE APMED - - 1 - - RATED L 0309. X4 STLLp i HOUR RATED WALL W T 2X4 STUD STONE VENEER WALL W/ (1) LAYER S/8" TYPE X GYP CA WALL W/ fl) LAYER 6/8" TYPE X GYP WAINSCOT EA SIDE -7418 WALL CNLY EA BIDE. -THIS WALL ONLY N r 03z ELEV. NICE ®� FRONT ELEV. `W a /r - - - - - - - - SCALE: 311 - 11.011 - '-CALF: 3A6" . I'-0" u r X N - IN _ '.11 _1; FYFON' EYiACKET GRADE (D 181KT1BX18 ^' v BSMT_ FLR _ B/ FTG, FACE APPLIED SAGE APPLIED 1 WOUI RATED L U309. �X� STUD FACE APPLIED - STOW SILL CAP / STOP VEI�ffER WALL W/ (U LAYER 5/811 TYPE GYP STONE SILL CAP EA BIDE. -THIS WALL ONLY - ®2FRONT ELEV. •B" SCALE: 3/18,: . 1:_011 1 - FYFONI 1 8XI0I :a EySMT pFLR 1 'F%Y TBXIO OCEt A STONE FIR 1 _ O 1-U 0 - - - - - - - - _ B/ FTG. FACEEE S LL11IED - - I - - - - - - - L( -IL-1( 1 FACE APMED - - 1 - - RATED L 0309. X4 STLLp i HOUR RATED WALL W T 2X4 STUD STONE VENEER WALL W/ (1) LAYER S/8" TYPE X GYP CA WALL W/ fl) LAYER 6/8" TYPE X GYP WAINSCOT EA SIDE -7418 WALL CNLY EA BIDE. -THIS WALL ONLY N r 03z ELEV. NICE ®� FRONT ELEV. `W a /r - - - - - - - - SCALE: 311 - 11.011 - '-CALF: 3A6" . I'-0" u r X N PORCH ROOF ABV. GENERAL PLAN NOTES- I I. ALL INTERIOR WALLS ARE 3-1/2" UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILfNGS TO HAVE 5/8" FIRECODE GYPSUM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE - 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 3. COMMON WALL MUST ALWAYS HAVE 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/2X6 STUDS s 16" O.G. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" PLYWOOD PLATE AND (U 2X6 JACK STUD EACH END UNLESS NOTED OTHERWISE. 6, ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EACH FLOOR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. 1. ALL BATHROOM FANS TO BE VENTED TO EXTERIOR 8. ALL CLOSETS HAVE (1) ROD AND (U SHELF UNLESS NOTED OTHERWISE. S. SEE CABINET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. II. TOWEL BARS MOUNTED 54" AFF AMC) TOILET PAPERHOLDERS MOUNTED 24" AFF. 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. PLAN NOTES KEYi I I. WALLS CONTAIN POLY. ROCK, AND INSULATION. 2. HATCHED AREA INDICATES EXTENT OF 12" CEILING DROP FOR MECHANICAL DUCT WORK 3. 2X6 STUD KNEE WALL W/ FIRE55LRE TREATED PLATE, ON 3' H. FOUNDATION WALL. 4. ONE LAYER OF GYPSUM BOARD - 5. STAIR HEADER EXTENDS ACROSS ENTIRE STUD WALL TO INSIDE FACE OF COMMON WALL. PLAN NCrE 5YM�OL /�tE I°IC67 LocnnmaN aF R4NGE S, R CALCULATIONS OPTION * BASE OPTION UNFINISHED 55MT. 244 5F 41 5F FINISHED BSMT. 65 SF 281 SF FIR5T FLOOR 835 SF 850 5F W/ SAY SECOND FLOOR -115 SF 790 BF W/ SAY GARAGE 458 5F 458 5F TOTAL FINISHED 1675 SF 1921 SF 0 SII BATHROOM OPTION 4 SCALE: 1/4" , P-0" V 6'-51/2" 2'-1" 8'-61/2" (3) 2x10 BOND BM. ABY. DOOR/ (2) 2x4 JACKS, TYP. KRESHI AIR INTAKE 2x6 LEDGER W/ (3) ffid NAILS • 16" O.C. - 0 I ROOF T gg£g I6 PLACED ON 6TAIR SID I Q 4.4 FJi.T. POST W/ - I/2° I W/ 2x6 TOP 450 BOT. TRANSOM (FULL SIMPSON ABE44 ON THE GARAGE SIDE. _ _ _ _ L PLATES, 4 SIMPSON I U210'S AT WALL OF FURN. AND ITS VENT 19 DROP INTAKE 12" OFF FLK WIDTH OF ENTRY) - ANCHORED TO (2) C — — — — 3'-1" 3' ' ON THE GARAGE SIDE. WS (3) 2ZIM M IW f 2) JACKb EA. END 2x6 306 ENTRY 2x4 STUDS (FULL N — — — PORCH 4 (2) 2x6 3066 T 'KS Wsa01 HT.) UU C4) Ibd i 16' x T' O.H. DOOR 0 JACKS O W/ 3 PLATES I NAILS EA. FACE <} NOTE. SEE SHEET A4.6 FOR BC52-214 CAP SIDE N601 OR BV. OR I (2) 2x6 JACK$ 5 1/2" I DOOR V. Q s co CHI (3) 2x10 BOND SM. ABV. DOOR/ TRANSOM (FULL WIDTH OF ENTRY) ANCHORED TO (2) 2x4 STUDIO (FULL WT.) W/ (4) 161 NAILS EA FACE � (2) 2x6 JACKS WD 6'-51/2" 2'-1" 8'-61/2" I m n I I1. (2) 2x4 JACKS, TYP. KRESHI AIR INTAKE 2x6 LEDGER W/ (3) ffid NAILS • 16" O.C. - 0 I ROOF T gg£g I6 PLACED ON 6TAIR SID I Q 4.4 FJi.T. POST W/ d1 OF FURN. AND ITS VENT 15 I W/ 2x6 TOP 450 BOT. 11/4" SIMPSON ABE44 ON THE GARAGE SIDE. _ _ _ _ L PLATES, 4 SIMPSON I U210'S AT WALL OF FURN. AND ITS VENT 19 DROP INTAKE 12" OFF FLK — — — — (4) DnOB M. LD. BC62-214 CAP ON THE GARAGE SIDE. WS (3) 2ZIM M IW f 2) JACKb EA. END — — — — 1 - — — — PORCH 4 DROP INTAKE 12(" OFF FLM W/ 2x6 TOP 4 BOT. GONG.�C 16' x T' O.H. DOOR 0 - Fq PLATES ABV NOTE. SEE SHEET A4.6 FOR BC52-214 CAP 511/2" 2'-3 1/2 2'-3 1/2 5 I2° NOTE: FOR PORCH 511/2" 2'-3 I/2 2'-3 I/2 5 1/2" Sq UNFINISHED J (2 I5TUD6 FOR W OIps Y-0 a�S(Q * 3� X272 M I RE5ILIEN m ii \y / (U SH. / RD I 5'-6" ? - AND 'B' ELEVATION 'C' AND 'D' 0PLAN DETAIL 5SCALE: AT ENTRY CANOPY CON R Rfr, (2)2x6 BM (2) 2x6 BM. d6C l SNS GYP. BD. AT W W F M1� UNFINISHED II` \J 114". 1'-0" HOUSE WALLS AND CEILING. ATION INSULATION a (2nx H4LL _V7 v- � = Z F 4 3._8.1 lU 9H. / RD. m In d) d) R1 HUC2 -2 i II. 6-2 ----- 1 CON b 8 Q RQ � FDO ----� r BEDf200M/DEN 2 & STUD WALL AT 9 I w w w CARPET at > EXTERIOR OFFSET _ U (^q B C Q a D CONDITION TO z R ALLOW FOR R-19 a NOTE; J 7 n (3) 2x10 BOND II ABV. DOOR/ TRAN50M (FULL r INSULATION 2x6 STUD WALL AT EXTERIOR OFFSET I81w X 12,10 5 1/2" WIDTH OF ENTRY) .� CONDITION TO _ DROPPED SOFFIT 3'_1" 3' I" u ANCHORED TO (2) 2x4 d2 1/2" GYP BD 'a STUDS (FULL PT-) I!Y (4) p ON 2x4 rIjRRrW,, W/ 0 166 NAILS EA FACE - WOOD CAP. SEE n JACKS ENTRY (2) STUDS = DETAIL: 02/A4.21 _ W/ 3019 PT. LD. I I 0 = INSTALL AT 12" ABV. SLAB SOM AB 3 p� 3 K WOOD CAP. SEE R (2) JACK6 E SL DER O I n _ (2) STUD , 0 'a n JACKS u aQ I -' SLAB I J END 1 (v PRE- AST 2x6 LEDGER BLOCK ANC FACE OF BOND BEAM TO S F'PORT STONE D 70 VENEER �mmX (2) STUDS PORCH BOX BEAM. NOTCH BOTTOM OF aQ PT. LD. — — — — BOX BEAM ACCORDINGLY TO — — — — — — LEDGER BLOCK AND TOE I JAIL. 517 ON BOX BA ABV AT ELE DET. / 5 05 1/2" B, C, 4 D ONL 14'-3 1/2,13 1/2" 6'.5 1/211 THNHIS WEE: EET FOR ENTRY OF OX A _ 3'-8 1/4" 10'-8 1/411 1CANOPY DETAIL SR ON ABV. AT ELEV B C, 4 D ONL T1_5„ (4) 2x6 1 1/4" 21'-9 1/2" 11/4" 22'-011 Q s co CHI (3) 2x10 BOND SM. ABV. DOOR/ TRANSOM (FULL WIDTH OF ENTRY) ANCHORED TO (2) 2x4 STUDIO (FULL WT.) W/ (4) 161 NAILS EA FACE � (2) 2x6 JACKS WD (2) 2x4 JACKS, TYP. 8' -F I m n I I1. (2) 2x4 JACKS, TYP. O rN 0 2x6 LEDGER W/ (3) ffid NAILS • 16" O.C. - 0 I ROOF T gg£g (2) 2x10 BOX- BM.'5 I Q 4.4 FJi.T. POST W/ d1 I ABV • 4" OG. I I W/ 2x6 TOP 450 BOT. 11/4" SIMPSON ABE44 16'-11/2" 1'-11/4" _ _ _ _ L PLATES, 4 SIMPSON I U210'S AT WALL OF FURN. AND ITS VENT 19 POST BASE 4 — — — — BC62-214 CAP ON THE GARAGE SIDE. 4x4 F.R.T. P057 W/ — — — — (2) 2x60 BOX- BM.'S — — — PORCH SIMPSON A5E44 DROP INTAKE 12(" OFF FLM W/ 2x6 TOP 4 BOT. ROOF ROOF 16' x T' O.H. DOOR POST BASE 4 - Fq PLATES ABV NOTE. SEE SHEET A4.6 FOR BC52-214 CAP 511/2" 2'-3 1/2 2'-3 1/2 5 I2° NOTE: FOR PORCH 511/2" 2'-3 I/2 2'-3 I/2 5 1/2" (3J 2yb 1$)R Y✓ []) JAfXb la CND DETAILS, 9EE 51-EiET5 (2 I5TUD6 FOR W OIps Y-0 a�S(Q * 3� ELECTRICAL PANEL A430 4 A450 I 5'-6" (3AjZ,Q[s p 4" CONC. SLAB l� ELEVATION 'A' AND 'B' ELEVATION 'C' AND 'D' 0PLAN DETAIL 5SCALE: AT ENTRY CANOPY (021k Z� a O LL r l LL r xi GYP. BD. AT W W F M1� UNFINISHED II` \J 114". 1'-0" PARTIAL LOWER LEVEL PLAN AT FINISHED BEDROOM, DEN OPTION 0 3 SCALE: w PARTIAL LOWER LEVEL PLAN AT FINISHED REC. ROOM OPTION ®2 SCALE: 1/4" - 1'-0" I c C C C 6'-5 3/4" 2'-I" 8' -F � ESW AIR INTAKE w ABOVE 22 _m It 1/4" 15 PLACED ON STAIR SID 121'-91/2" 11/4" 4'- 1 0 3/4" 16'-11/2" 1'-11/4" OF FURN. AND ITS VENT 19 21'-2 1/2" ON THE GARAGE SIDE. rA" e4)1344" x 18" LVL BM. ABV. W/ a (5) 2x JACKS EA. END DROP INTAKE 12(" OFF FLM N O F 16' x T' O.H. DOOR (21 STUDS FOR - Fq (21 STUDS PT. LD. ABV. Q I yy w L e w T 9 Q O NOTE. SEE SHEET A4.6 FOR PORT. FRAME m r w ic8 STUD WALL ,0�, +1� REAR TYP- Q a p Q HB (3J 2yb 1$)R Y✓ []) JAfXb la CND (2 I5TUD6 FOR W OIps Y-0 a�S(Q * 3� ELECTRICAL PANEL UTI IT P T. FRAME I�Ji13 �- (3AjZ,Q[s p 4" CONC. SLAB l� m Q Om3�00E pQp I d Y p 5/8" TYPE X'E (021k Z� a O LL r l LL r xi GYP. BD. AT W W F M1� UNFINISHED II` \J 4 CJ.T ATS Ou;d i-()-1tt J .4 LU L HOUSE WALLS AND CEILING. ATION INSULATION a (2nx H4LL _V7 v- � = Z F RE`�ILIENT II lU 9H. / RD. i II. 6-2 ----- CON b 8 K � FDO = (2)2x6 13M (2) 2x6 Bm.12 � ZZ n�a�43�VI "2- -LL U V Q w n z _ - 3 1 Q RECREATION a NOTE; J w r LDCARPET I¢u w =ii 2x6 STUD WALL AT EXTERIOR OFFSET I81w X 12,10 RAKE WALL W/ WD CAP .� CONDITION TO _ DROPPED SOFFIT `- ALLOW FOR R-19 (3) 2x10 BOND BM. ABY. DOOR/ TRANSOM (FULL �J INSULATION 0 WIDTH OF ENTRY) ANCHORED To (2) 2x4 Q12' GYP BD C STUDS (PULL HTJ W/ (4) ON 2.4 FURRING, W/ INSTALL AT 12" ABV. SLAB _ t) I (2)2.6 16d NAILS EA FACE .p �, WOOD CAP. SEE 31'-3" 6'-51/2" JACKS 30 ENTRY (2) STUDS a DETAIL: 02/A4�I I _ SIDE W/ 301 1 V PT. LD. , 0 D SOM AB 3 (3) 2x8 H R I -' (Z) JACKS Ezz w s (2) 2x6 SLIDER 4 I END 1 (v �mmX (2) STUDS r ZQ JACKS aQ PT. LD. L — — — —J SPRE- AST 2x6 LEDGER BLOCK ANG _G_ G- FACE OF BOND BEAM TO 9 PPORT STONE D YO VENEER L61 PORCH Box BEAM. NOTCH BOTTOM OF OX A _ BOX BEAM ACCORDINGLY TO — — — — — — LEDGER BLOCK AND TOE I IAIL. SR ON ABV. AT ELEV B C, 4 D ONL (4) 2x6 OTUP6 " NOTE: 6EE� DET. 05 / 1/2 6' 5 12" THIS SHEET FOR ENTRY 4'-3 3'-8 I/4" 10'-8 I/4" CANOPY DETAIL �_5�� 1 1/4" 21'-g 1/z"45 I I/4' PARTIAL LOWER LEVEL PLAN AT FINISHED REC. ROOM OPTION ®2 SCALE: 1/4" - 1'-0" I c C C C 0 l STANDARD LOWER LEVEL PLAN SCALE: 1/4" = 1'-0" c w ABOVE 22 _m It 1/4" 121'-91/2" 11/4" 4'- 1 0 3/4" 16'-11/2" 1'-11/4" 21'-2 1/2" rA" e4)1344" x 18" LVL BM. ABV. W/ a (5) 2x JACKS EA. END N O F 16' x T' O.H. DOOR (21 STUDS FOR - Fq (21 STUDS PT. LD. ABV. Q I yy w L e w T 9 Q O NOTE. SEE SHEET A4.6 FOR PORT. FRAME m r w ic8 STUD WALL ,0�, +1� REAR TYP- Q a p Q RAGE PORTAL FRAME DETAIL (1)2xl2x 3' L. (2 I5TUD6 FOR W OIps Y-0 a�S(Q * 3� ELECTRICAL PANEL P T. FRAME I�Ji13 �- (3AjZ,Q[s p 4" CONC. SLAB l� m Q Om3�00E pQp I d Y p 5/8" TYPE X'E m71s� i-6'amOO 2 m 61 Z� a O LL r l LL r xi GYP. BD. AT W W 4 CJ.T ATS Ou;d i-()-1tt J .4 LU L HOUSE WALLS AND CEILING. ATION INSULATION 4) f � = Z F -R-38NSU _" ®WI mom 8 K !w N vI U W r V 2T ° r z � ZZ n�a�43�VI B -LL U V z — J J I81w X 12,10 Z DROPPED SOFFIT NOTE. INSTALL 18 LIN. rT. OF 16" OP - w � SHELVING (24 SP. TOTAL). N INSTALL AT 12" ABV. SLAB 31'-3" 6'-51/2" 2'-I"t,I, 8'-6 1/2" WL AIR INTAKE 16 PLACED ON STAIR SID OF FURN. AND ITS VENT 18 ON THE GARAGE SIDE. _ DROP INTAKE 12" OFF FLR (4) 2x6 OTUP6 (3) 2x6 HDR WJ (2) JACKS EA, END UTILT CONC. WW Q FURFL 'Ig60 i'�3Q �S I W n i 2< a HA Mai d)z� ,m I IJC26-2 V RESIL i ENT .. R R 2) 2x6 BM (2)2x6 BM 0� T s - — J LL m m SIMPSON HUG26-2 a I � ---- Lu w r m s C - I � UN�INISI-ISD -STD. otE: �( CONCRETE 3 2x6 STUD WALL O 1 AT EXTERIOR OFFSET 5 12" a (3) 2x10 BOND BM. ABV DOOR/ CONDITION TO TRANSOM (FULL WIDTH OF ENTRY) ALLOW FOR R-19 ANCHORED TO (2) 2x4 STUDS INSULATION (2) 2x6 (FULL WT.) W1 (4) 16d NAILS EA. d) JACKS 3066 TRY 11J/ 30191 F.'. -E NOTE: 1 - 6i -1 SIDE Y A15 POOR 3 (3) 2x8 HDR ADD 12" GYP. BDL TO HALF WALL I = ' (2) JACKS EA END I n (2) 2x6 5036 GLIDER z j ,p (2) STUDS IL 4 O H JACKS (2) STUDS V Q I PT. LD. I PT. L.D. J Pte_ Y G 2x6 LEDGER BLOCK ANGH D TO STONE VENEER FACE of BOND BEAM TO T PORCH BOX BEAM. NOTCH BOTTOM OF — — _ — BOX BEAM ACCORDINGLY LEDGER BLOCK AND TOE I TO SIT ON SOX BAY IAIL. ABV. AT ELEV. — — — — — — B, C, 4 D ONLY NOTE: SEE: PET. 05 / THIS SWEET FOR ENTRY I CANOPY DETAIL 14'-31/2" 31/2" 5 1/2" ro,-5 In,, 3'-81/4" 10'-81/411 1 1/411 21'-S 1/2" 11/4" 22'-0" 0 l STANDARD LOWER LEVEL PLAN SCALE: 1/4" = 1'-0" a w a m m � m p ted) :3 c 61 O Om3�00E m71s� i-6'amOO 2 m 61 TQm 3 T w t m U QQ�-p9 YXI c J mom 8 !w N vI U W V 2T r z m � d z z Qa � W U z ® J ly Z w � N W A u r X a C i 5 VI SCALE: - - — - ^ - - - -1/411 = 11_01, II II (2) 2"X10" DROPPED 5M RW3924 —�� - 01 W/ (2) JACKS EA. END -- d) 31/2" �ENLARCaED DECK OPT. 22'-0" 10'-6" 31/2" �� FIRST FLOOR 8'-011 8'-0" 3'-5 1/4" 30 50 I/4" ooa (3) 2x6 HDR BOX_B LINE PORvcH 21'-9 I/2' 1 1/4" - B ' SEE: SHEET A451 ml 1921 5F 5'-91/2" 8'-8" '-4" l �p 1/2" C 2X4 ST 10'-0" i II' -2 1/2" 1 3 1/2" N RESILIENT LAYER I 6068 MSA (2) 3060 (MULLED) I FIXED GLASS RANSOM (2) 1 3/4" x 9 1/2" LVL (2) 1 3/4" x 9 1/2" VL (2) JACKS EA. END (2) JACKS EA(_�E D ABV. I � III, -TIH 1/2" 3 411 611 61_81 6° 3'-I 1/2" 6 -5 12"101-6 5 1/; I" FILLER �I_pll V 31_11, I L 21'-91/211 11/4' BEDROOM "3 10'-011 Y m CARPET W 21-1011 N r DECK Io ar 8' x 6' GANT'D -O N n P.T. WOOD W/ 36" H. I n Ip 3 RAIL, SEE DECK p m 5068 BI -PASS DETAIL SHEET yf = > jl i 31_11 m 1m D ------------------ N (U 5H. E RD. DINING - CARPET m I ---- OTB W x (1) 1 3/4" x I6" LVL FLUSH YI i p K� HALF WALL W/ to - WOOD CAP I'-3 1/2 1 y (SPINDLES OPTJ ITR4SH 3.10 jN 51_01 4'-2" L---- m m Im 1MPSON U14 KITCHEN -RESILIENT I3 (2) JACKS 02 i HALL QI ILL UP IV EQ RI E CARPET c R L — W/ 10" TRI *Ar S I iwl m m 31_11, 11 1/2' ii l 672-11-T-14 3 1 4 D - PANTRY 9 q I A I W//WWD. D. CGA PF o R —_ I" FILLER 02456 PKS24 —r = N. IV p. RI R OPT. FRPLC. W/ IVT A S 3 - WB x 10 x IT -O" L. ST l 7 B. - n 3'_611 01 L—LJ (HOLD BOTTOM FLUS UU _ POUJDERLL' L BOTtOM OF FLR TRl RES TENT - iia �SY (4) 2x6 S Ol (4) 2x4 PED. Av- R 68 3 -SIDED (4)2.61 1) F.P. OPTION, ?86 C R 8 RESILIENT - 0 �. C SEE DETAIL cc1 m MASTER -- _r = H. O 3'-11, 5'-91/211 5 1/2" 11'-511 RESILIENT 2)6 ' G C HALF 3 -6 a -2 -WALL W/ - OPH -9 1/2" rl 2x6 WA (1) 5H. 4 RD. 6'-3•. WD. CAP r I i------------- I'-4 1/2''/ FAMILY ROOM jry a r-- 1 =I I I �ATTIG 1 � 1AGGESy� (MONO -VAULT GLC. OPT.) - �0 CARPET K 3 I L ----i Lu K ' c, mm i CARPET r AT ELEV.'c' S� / VALLEY SET TRU VER FSCM NG W N III �UW N \Q — (3) 2116 HDR (3) 2x10 HDR � x0 30 50 (2) 3050 (MULLED) O II -3 5 I/2" 41/6 1/8" x � 5 1/4" 21'-9 1/2" 22'-0" 3OND FLOOR PLAN & C SCALE: I/4" = I'-0" "' o MAST R BEDROOM /. - VALLEY SET TRUSS CARPET < ovrg C 1 a 24" O.C. Q r z (3J 2ic6 HDR 2 -1 -LY GIRDER TRUS_5 1 30 50 W/ (2) JACKS EA END _ I ROOF TRUSSES 0 ABOVE AT 24" O.C. w x 105 (2) 3050 (MULLED) I HOUR TED LI ,q�451 GABLE END (3) 2x6 HDR 2X4 ST ROOF TRUSS WALL U (P/8" 6'-0 3/8" 3'-10" 3'-1011 LAYER N 3'-1" 3' I" EA SID 1/2" 14'-1 1/2" 5 1/2" 6'-8" 6 3'-11/2" 51/2" 51/2" Y1_811 I 1/4" 21'-9 1/2" 1 1/4" 221-011 I I (3) 2x8 PDR. W/ (2) JACKS EA. EN ' Nf (2) 3060 (MULLED) �9 STONE 0I VENEER 4.11 i 1/2" e., 6'-5 1/2" 14'-1 1/2 115 1/2" 14'-4 1/2" 2V- Ib 1/2 " 1 1/4" 22'-011 FIR T FLOOR PLAN A 5 VI SCALE: - - — - ^ - - - -1/411 = 11_01, L_ 1 WALL U3 LW/(1) YPE X G' S WALL 1 I PARTIAL FIRST FLOOR PLAN B, C, & D 1/4" i 22'-0" /4" 21' -9 1/2 " II II (2) 2"X10" DROPPED 5M RW3924 —�� - UNFINISHED 159MT. W/ (2) JACKS EA. END -- d) 31/2" 10'-5" 10'-6" 31/2" �� FIRST FLOOR 30150 30 50 SECOND FLOOR ooa (3) 2x6 HDR N (3) 2x6 NDR EE (3) 2x6 HDR �a' EN VENEER ' TOTAL FINISHED ml 1921 5F A4.I1 C2) 3060 (MULLED) I HOUR F TEG C 2X4 ST WAL N RESILIENT LAYER 8" T' _o 4 EA SID III, -TIH 1/2" 3 411 611 61_81 6° 3'-I 1/2" 6 -5 12"101-6 5 1/; I/2" �I_pll V 31_11, j � /4" 21'-91/211 11/4' BEDROOM "3 22'-011 m L_ 1 WALL U3 LW/(1) YPE X G' S WALL 1 I PARTIAL FIRST FLOOR PLAN B, C, & D 1/4" i 22'-0" /4" 21' -9 1/2 " 11/411 RW3924 —�� 3'-11/2" 10'-011 81_811 UNFINISHED 159MT. 244 SF 31/2" 10'-5" 10'-6" 31/2" �� FIRST FLOOR 30150 30 50 SECOND FLOOR 115 5F (3) 2x6 HDR N (3) 2x6 NDR 458 SF 458 5F TOTAL FINISHED � 1921 5F I C I N RESILIENT m O RG2 `Q RG24 D—� ®® _o 4 wp IL F 4 ILL W W j � or BEDROOM "3 In BEDROOM 02 m CARPET W CAET N RP ' — ar 5068 BI -PASS 5068 BI -PASS fix ------------------ N (U 5H. E RD. ---- - ) ( V SH. 4 RD. v 5'-6 2� N J - I'-3 1/2 1 T-_71 HALF -WALL W1 WOOD CAP I'-2 1/2" (Q 3 HALL QI ILL m �- p CARPET c R L — _ _ 672-11-T-14 3 1 4 D - .4 9 ti�� LAUND. = N. IV p. RI R OPT. FRPLC. W/ IVT A S CHASE - n 3'_611 01 L—LJ V _ iia S Ol cpLINEN 4 SH. 4 TURNED Z4" TB o FLATWISE �� HALL BATH - C R 8 RESILIENT - 0 �. SID ti cc1 m MASTER -- _r = H. O BATH RESILIENT 2)6 L R G C VSB60 3 -6 a -2 - OPH -9 1/2" 2x6 WA (1) 5H. 4 RD. 6'-3•. J\ I i------------- I'-4 1/2''/ HA,5TER BEDROOM r-- 1 CARPET I I �ATTIG 1 � 1AGGESy� (MONO -VAULT GLC. OPT.) - �0 3 I L ----i K ' c, ',-----ROOF LINE r i CARPET r AT ELEV.'c' S� / VALLEY SET TRU VER FSCM NG (3) 2116 HDR (3) 2x10 HDR � x0 30 50 (2) 3050 (MULLED) -3 5 I/2" 41/6 1/8" 9'-10 3/all14'-4" � 5 1/4" 21'-9 1/2" 22'-0" 3OND FLOOR PLAN & C SCALE: I/4" = I'-0" "' o MAST R BEDROOM /. - VALLEY SET TRUSS CARPET < ovrg C 1 a 24" O.C. Q r (3J 2ic6 HDR 2 -1 -LY GIRDER TRUS_5 1 30 50 W/ (2) JACKS EA END _ ROOF TRUSSES 0 ABOVE AT 24" O.C. w 105 (2) 3050 (MULLED) I HOUR TED LI ,q�451 GABLE END (3) 2x6 HDR 2X4 ST ROOF TRUSS WALL U (P/8" 6'-0 3/8" 3'-10" 3'-1011 LAYER 8" TYPE -THIS LL EA SID 1/2" 0'-1" 6'-8" 6 3'-11/2" 51/2" 10'-6 I/L 11 Y1_811 31_y11 1/4" 21'-9 1/2" 1 1/4" 221-011 PARTIAL SECOND FLOOR PLAN D SCALE: 1/4" = 1'-0" c 1RIH OYERLAPH suRRauND la^— SORROW D OVERLaPs FIREPLACE FLANGE, LEAVE la" _ p REVEAL. M. r V GAS FF. 33/4. 5 TILES ® 8" W/ 1/4" GROUT 3'-9" FRAMED TO CEILING �r p Lu RW3924 —�� OPTION UNFINISHED 159MT. 244 SF �♦ FINISHED BSMT. 65 5F �� FIRST FLOOR 1236 LLI`112 / �� / ,I � I/ � 850 OF W/ BAY SECOND FLOOR 115 5F 190 5F W/ BAY SURROUND / FACE DIMENSIONS FRAME RO.� I FOR F.Q. BOx AT 9-3/4" ABOVE FLOOR 3'-9" FRAMED 2,r FRAMED � 06FIREPLACE OPTION VENT F.P. THEN UP SCALE: 1/4" = I'-0" 2ND FLR AND ROC NOTE: CABINET GLASS DOOR GRID PATTERN MAT VARY BY CABINET TYPE FRAMING DIMENSIONS 1x4 WALL—\ m" I, , 3 -SIDED FIREPLACE — 51" H. W/ WD. CAP 2 " 0.1 SEE 01/A3.1 FOR FIREPLACE LOCATILN OPTIONAL CROWN MOULDING (l0 , 1VD812 VDI VD512 S36 RANGE 1339 REP. U1496 1 LPKB24J I" FILLER A F FILLER KITCHEN ELEVATIONS 076CALE: 1/4" = I'-0" I I I I I BW1321 DW 5836 01521 STOT36WW B S. F. CALCULATIONS I" FILLER UN3642 W3024 UM3542 RW3924 —�� OPTION UNFINISHED 159MT. 244 SF �♦ FINISHED BSMT. 65 5F �� FIRST FLOOR 1236 LLI`112 / �� / ,I � I/ � 850 OF W/ BAY SECOND FLOOR 115 5F 190 5F W/ BAY GARAGE 458 SF 458 5F TOTAL FINISHED III SF 1921 5F BATH p� R C N RESILIENT m O RG2 `Q RG24 D—� ®® ♦. i ILL / or 1VD812 VDI VD512 S36 RANGE 1339 REP. U1496 1 LPKB24J I" FILLER A F FILLER KITCHEN ELEVATIONS 076CALE: 1/4" = I'-0" I I I I I BW1321 DW 5836 01521 STOT36WW B S. F. CALCULATIONS OPTION • BASE OPTION UNFINISHED 159MT. 244 SF 41 5F FINISHED BSMT. 65 5F 281 SF FIRST FLOOR 835 SF 850 OF W/ BAY SECOND FLOOR 115 5F 190 5F W/ BAY GARAGE 458 SF 458 5F TOTAL FINISHED III SF 1921 5F ILL U305. / (1) X GYP ALL oil "Mom lu T'-91/2" V HALL CARPET \ � I MASTER BATH OPTION 056C,4LE: FRaNT Ac ss �11 �, d�11 PANEL AT UB rtl \ MASTER BATH p� R C N RESILIENT oil "Mom GENERAL PLAN NOTESi 1. ALL INTERIOR WALLS ARE 3 1/2" UNLESS NOTED OTHERWISE. (SEE NOTE " 8.) ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL WINDOWS AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2x6 W/ 1/2" PLYWOOD PLATE AND (1) 2x4 JACK STUD EA END UNLESS NOTED OTHERWISE. 3. ALL WOOD IN CONTACT W/ CONCRETE TO BE F'RE65URE TREATED WOOD. 4. BATHROOM FANS TO BE VENTED TO EXTERIOR 5. NET CLEAR OPENING OF 3050 WINDOW = 5.11 SQUARE FEET. INET CLEAR OPENING HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 20") 6. ALL CLOSETS HAVE (l) ROD AND (U SHELF UNLESS NOTED OTHERWISE. I. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 8, ALL INTERIOR WALLS TO HAVE 1/2" GYPSUM BOARD (UNLESS NOTED OTHERWISE) ALL CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BD. USE 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS. S. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO SOLIDLY BEAR ON FOUNDATION SYSTEM. PROVIDE SOLID BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS. 10. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPER HOLDERS MOUNTED AT 24" AFF. Il. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/8" TYPE X GYP BD EACH SIDE. 12, ALL INTERIOR NON LOAD BEARING WALLS TO RECEIVE 1/2" GYP BD U � Q Q0�c6] Oc 0 0 0 3 0 0 0 � 0 aami .ZQ) ��QQ'sm3�c �x OmQm m lu T'-91/2" 11 W.'-2' I MASTER BATH OPTION 056C,4LE: 1/4" = 1'-0" GENERAL PLAN NOTESi 1. ALL INTERIOR WALLS ARE 3 1/2" UNLESS NOTED OTHERWISE. (SEE NOTE " 8.) ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL WINDOWS AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2x6 W/ 1/2" PLYWOOD PLATE AND (1) 2x4 JACK STUD EA END UNLESS NOTED OTHERWISE. 3. ALL WOOD IN CONTACT W/ CONCRETE TO BE F'RE65URE TREATED WOOD. 4. BATHROOM FANS TO BE VENTED TO EXTERIOR 5. NET CLEAR OPENING OF 3050 WINDOW = 5.11 SQUARE FEET. INET CLEAR OPENING HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 20") 6. ALL CLOSETS HAVE (l) ROD AND (U SHELF UNLESS NOTED OTHERWISE. I. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 8, ALL INTERIOR WALLS TO HAVE 1/2" GYPSUM BOARD (UNLESS NOTED OTHERWISE) ALL CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BD. USE 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS. S. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO SOLIDLY BEAR ON FOUNDATION SYSTEM. PROVIDE SOLID BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS. 10. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPER HOLDERS MOUNTED AT 24" AFF. Il. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/8" TYPE X GYP BD EACH SIDE. 12, ALL INTERIOR NON LOAD BEARING WALLS TO RECEIVE 1/2" GYP BD U � Q Q0�c6] Oc 0 0 0 3 0 0 0 � 0 aami .ZQ) ��QQ'sm3�c �x OmQm m I ] -----�------1L_- --- ----1------1L--- ----J -------L------1L--------J -- ----1------1L---'�--"-_, -J - GOMPOBITION SHINGLES, TTP. M=IRE SEPARATION OF I FIS SEPARATION OF 1 1 FIRE SEPARATION OF I 1 FIRE SEP TON Gf - G (L G (L / — CTL ADJACENT OVERHANG I CIL GIL ADJACENT OVERHANG CiL C'L ADJACENT OVERHANG CiL ( CiL ADJACENT OVERNAWa CIL PITCH --_,O SOFFIT SPACES - SEE I I SOFFIT SPACES - SEE SOFFIT SPACES - SEE I SOFFIT SPACES - BE DETAIL 0B/A43P I ^ I DETAIL 08/A43P I I DETAIL 08/A43P 1}I DETAIL 08/A43P 1 J ----_----L O -J------ L - - 4 - J - - - - - - - - - Q - J - D - - - - - - - K.EA144TER I I KENMTER I ICEAUATER ICEAUTER - U BARRERLINE I I - U - U - U I WINDOW GRIDS 1 '\V d I Q BARRIER LINE eT BARRIER LINE a BARRIER LINE v T/ PL. 14 3 2 AS SHOWN, 1YP- TYP. ry WIN. i " I--4' CF FIRE i FT,ARPANT I i li li �4' OF FIRE RETAf�ANT ' li n r--* OF FPRE RETARDANT n li 4' CF FINE RETARDANT II 4 -0 4 m 4'-0 4 0 4'-0 4 0 4 -m 4' 0 HDR - - - - TREATED COMMON CN EAu1 11zEA7fD PLTIl77. ON EACA1 TREATED PLYLD. ON EACH TTEA.TFO FII ON EACH - 910E OF COMMON W4LL SIDE OF COMMON 11I °.ADE OF CCM9CN WQLL SIDE OF COMMON WALL H - 8 05 - - _- FURL 1 RITdI• i FUR1 1 j RRJ. 1 I i FOIE O NT I I fid NT I i FLIE 0 �y4 FOIE Q NT I Y P' M 2nd FLR --- I 12' RV. I 1 12' RV. 1 9: 12' R.V. I 112' R.V. 1 p �IGT6X2 X6 8 � ___ --_ I N I d � I N I � I 1 � I n I F - o - 1 1 o FIRE 68%"ION OF I 4 4 r I y ru .fl M FIRF SEPARATION OF :r AI NT HANG 1 let FLRJ I I I K I I I K I rn�clp ��++ T/ DECK - - Ir ~�+ ADJACENT OVERHANG 1 X� SOFFIT BPAG-E8 SEE 1 I w --- I _� 555 SOFFIT SPACES - SEE dd ii .d 2 i I I Y T/-® _ ETILAR:+ I ,y` �� DETAIL 08/A43P /\ fGEAYATER ICENWTER l_ 0 j BARFIER LINE j 2 -• BARRIER LRE gT fDMG, - ��---1 J �� L_ I IL IL L W TYP. --� a RW SEPARATION ATIONOVEIOF r I 1 — FIRE SEPARATION ATIONOVIFIRI F r a- , v a I BST'RD. FLR F SOFFIT SPADES - 8EE I _ „ DETAIL 6PAGE9 -SEE j _ 8:12 8:12 ---- DETAIL 08/A43P - DETAIL 08/A43P � - 1 T__TT______________r__ vIT__TT___TT____ _-__Tr_ T___,�T_-__ GRAPE 2 `v C3 8:12 8:12 _I1 t/FTG. I LLOOCATIO�IN AND JAMES 1 i n i i8: 12 8:121 L--- ____J i =� L---- ----� 18:12 ad2i — — F_____ -------- o5 REAR ELEVATION ROOF PLAN "A' ROOF PLAN 'B'ROOF PLAN 'CI' ROOF PLAN 'D' ELOPED SOFFIT 06 SCALE: /B" = 1'-0" 07 SCALE: B" = I'-0" ® 8 SCALE= ®� SCALE: BEYOND HORIZONTAL SOFFIT BEYOND 1 "BIRD -BOX" 2 TRIM DETAIL / —VINT L 1 SHAKE �� SIDINGS EXTER[OR TRIM KEY I 2 2 6" GARAGE INNER JAMOS, WINDOW SILLS, GABLE RAKE, FASCIA 3 B' 4 10' FRIEYE, F£YURNS DETAIL II SYMBOL MATERIAL ON TRIM KEY LOCATION OF MATERIAL S:12 Im HORIZ- L�,� SIDING �' FYPON' BRACKET 'BKTIBXIO FACE TRIM STACKED SIDE ELEV. SIDE ELEV. TOP of 6" FACE TRIMAT FRONT AT 2 -STORY FACE TRIM gK4" TRIM DETAIL PORCH RpOO/�F BOX -BAY ELEV. A Q C 5CALE: 3/16" = 1'-0"5CALE: I/2" I'-0" 10 SCALE: 3/16' . '-0" 11 -STORY SIMILAR] "BIRD -BOX" TRIM FLUSH W/ WALL SURFACE 12' RIDGE VENT I 12' RIDGE VENT I 12' RIDGE VENT I 12' RIDGE VENT I I I I I I I I ILCIL XXCILGOMPOSRIDN 6HINGLEB TYP, C COMPOSITION SHINGLES TYP CIL IL — IYION SHINGLES, TYP C f L CIL may, T ,mf", ��T I I 4aKTIVXI2X4 'BKT6aX12X4 6.12 PITCH VINTL SHAKE 6:12 PITCH-1'/VINYLSIDMG, TYP. SHAKE 03 SIDMG, TYP. I I E 12 03 6:12 PITCH Zp 1 6:12 PITCH � HORIZONTAL 2 HORIZONTAL TYP 4.2 E 0 Q mm p QVlc610c u L j0 sycvm00 �d) Z Q3 Q�IJ3 /\ SIDMG, TYP. 12 WINDOW SIDING,ID8 AS TYP- - 2 !R HORIZONTAL rWINDOW GRIDS r-{ 3 ) I = HORIZONTAL 2 WINDOW GRIPS 3 = IGRDS AS 3 I B05 � 1 1 I - ate, TYP. B I� iTP- v SIDMG, TYP. / AS SHOwy TYP. �/ v 81DING, Y7P. AS SHOWN, TYP. Q_ -- T/ PLATE \ \ DOW HDR 114" JOI 14"J0INEDJ BOARID-N-1 BATTEN SHUTTERS, rYP, l4 ' = T/ PLATE Wit DOW HDR -i sEE. 03 mm � -- 0 T SEE COLUI' -� DETAIL— SEE 2 COLUMN 1 Ali DETAIL 06/A43P - 0 ADDRESS LOCATIONFACE II rRIFrD1 APFLIED Nr 14"J0INEDJ BOARID-N-1 BATTEN SHUTTERS, rYP, l4 ' = T/ PLATE Wit DOW HDR -i sEE. 03 mm � -- 0 T SEE COLUI' -� DETAIL— SEE 2 COLUMN DETAIL 06/A43P - 0 ADDRESS LOCATIONFACE rRIFrD1 APFLIED Nr TCNE VENEER FACE APPLIED-_.- _------- — STONE SILL CAP FRONT ELEV. "Alp " �IOI 1111. 1111FI �M"-' �� 1] ��_ ..Iw 111111 _ :.�.. _� III n1 111 Nu1�11� ` r w I 1�1- L�JIJ ��I- ■ 1-� L,�1� ,1 5 -TTP,— ADDRESS 3 ADDRESS 3 ® f Ul- ATION® _ _ - v LOCATION ® _ v LOCATION LR — =1- 3'-0 - L, _ ep v let FLR F 3I_O.LL m a let FLR I - � _A.TE _ T/ PLATE - - T/ PLATE wHEAD S ' ,-` I = WNxWHgen J - IlarreD) 3 p p �_� _ LLLIII -4- LOT N - ~i m T/ FNIDT-I T - ljJ i= T/ RNDTT_N DE _ — 0 _ GRAPE FYPON' BRACKET rrvN' $RACKET 'FYFOId' BRACKET FACE ® a 11-1 - -. FLR j(Di 'BCTI8X0 I "' v BSMT. FLR I 'BKTIBXm `v `r BSMIT. FLR I I 'dCTBXI® USlT4MscOT O UJ FTG. - _-_ - - - _ B/ FTG. - - -_- - - _ - - - B/ FTU. FACE AWLIED r - - - - - - - - - - - - - STONE VENEER - - __ -— - - -- - - - - - - - - FACE APPLIED FADE APPLIED I RATED L U305. X4 STLID FACE APPLIED FACE APPLIED RATE WALL IA3 2X4 STUD STONE SILL CAP I HOUR RATED WALL LL305. 2X4 8TI1D OC STONE SILL CAP /• STO•IE vEt•EER WALL W/ (1) LAYER 5/S" TYPE X GTP STONE SILL CAP WALL IIU (D LATER 5/S' TYPE X GYP WALL W/ (U LAYER 3/8" TYPE X GYP WAINSCOT WAINSCOT k' EA SIDE -TR8 WALL ONLY EA SIDE. -THIS WALL ONLY EA SIDE. -THIS, WALL ONLY w 2k ®2 FRONT ELEV. "BI' ®� FRONT ELEV. "C' ®� FRONT ELEV. 111 Q r � Wa _ SCALE: 3/16" = I'-0' � SGA_E: 3/I6" I'-0" SCALE: 3/I6" = I'-0" u r- X m cc MEN ,1 5 -TTP,— ADDRESS 3 ADDRESS 3 ® f Ul- ATION® _ _ - v LOCATION ® _ v LOCATION LR — =1- 3'-0 - L, _ ep v let FLR F 3I_O.LL m a let FLR I - � _A.TE _ T/ PLATE - - T/ PLATE wHEAD S ' ,-` I = WNxWHgen J - IlarreD) 3 p p �_� _ LLLIII -4- LOT N - ~i m T/ FNIDT-I T - ljJ i= T/ RNDTT_N DE _ — 0 _ GRAPE FYPON' BRACKET rrvN' $RACKET 'FYFOId' BRACKET FACE ® a 11-1 - -. FLR j(Di 'BCTI8X0 I "' v BSMT. FLR I 'BKTIBXm `v `r BSMIT. FLR I I 'dCTBXI® USlT4MscOT O UJ FTG. - _-_ - - - _ B/ FTG. - - -_- - - _ - - - B/ FTU. FACE AWLIED r - - - - - - - - - - - - - STONE VENEER - - __ -— - - -- - - - - - - - - FACE APPLIED FADE APPLIED I RATED L U305. X4 STLID FACE APPLIED FACE APPLIED RATE WALL IA3 2X4 STUD STONE SILL CAP I HOUR RATED WALL LL305. 2X4 8TI1D OC STONE SILL CAP /• STO•IE vEt•EER WALL W/ (1) LAYER 5/S" TYPE X GTP STONE SILL CAP WALL IIU (D LATER 5/S' TYPE X GYP WALL W/ (U LAYER 3/8" TYPE X GYP WAINSCOT WAINSCOT k' EA SIDE -TR8 WALL ONLY EA SIDE. -THIS WALL ONLY EA SIDE. -THIS, WALL ONLY w 2k ®2 FRONT ELEV. "BI' ®� FRONT ELEV. "C' ®� FRONT ELEV. 111 Q r � Wa _ SCALE: 3/16" = I'-0' � SGA_E: 3/I6" I'-0" SCALE: 3/I6" = I'-0" u r- X m cc GENERAL PLAN NOTESi I. ALL INTERIOR WALLS ARE 3-1/2" UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BOARD. ALL ANGLED WALLS Aft£ 45 IDEGREE5 UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 3. COMMON WALL MUST ALWAYS HAVE 5/8" TYPE "X11 GYPSUM BOARD ON BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS LU/2X6 STUDS * 16" O.C. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/8" TYPE "X11 GYPSUM BOARD EACH SIDE. 5, ALL WINDOW AND DOOR HEADERS fN BEARING WALLS TO BE (2) 2X6 W/12" PLYWOOD PLATE AND (1) 2X6 JACK: STUD EACH END UNLESS NOTED OTHERWISE. 6. ALL POINT LOAD SUPPORT5 (JACK STUDS) TO BE CARRIED THROUGH EACH FLOOR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. 1. ALL BATHROOM FANS TO BE VENTED TO EXTERIOR 8. ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. 9, SEE CABINET SHOP DRAWINGS FOR CABINET SITES AND LAYOUT. 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. II. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPERHOLDERS MOUNTED 24" AFF. 12. TIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REG2UIRED_ 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. PLAN NOTES KEY- I I. WALLS CONTAIN POLY. ROCK, AND INSULATION 2. HATCHED AREA INDICATES EXTENT OF 12" CEILING DROP FOR MECHANICAL DUCT WORK 3. 2X6 STUD KNEE WALL W/ PRESSURE TREATED PLATE, ON 3' H. FOUNDATION WALL. 4. ONE LAYER OF GYPSUM BOARD PLAN NOTF 81MISOL TE FtaN KEY yOGATION OF I!01RA1X'E S. F. CALCULATIONS 51/2" Lu OPTION " BASE OPTION UNFINISHED 56MT. 228 SF 26 SF FINISHED BSMT. 69 SF 2-11 SF FIRST FLOOR 814 SF 829 SF W/ BAY SECOND FLOOR 75"1 SF 112 SF W/ BAT GARAGE 453 SF 1 453 SF TOTAL FINISHED 1640 5F 1 1512 SF n 1n f u C AT FINISHED BEDROOM, DEN OPTION ®3 SCALE: A 1/4" = 1'-0" W / 1-. i 51/2" Lu (2) 2x10 BOND BM. LL I - --i NOTE: '-BOX � 1 (222x& JACKS, TYP. RESI). J J_ :113' FRESH AIR INTAKE to Q F,, SH. I- I TRANSOM (FULL I'- 1/4" IS PLACED ON STAIR SID 3 1/2 R" . O F- 3 m WIDTH OF ENTRY) _ 3 1/2' 3'-I" " OF RrJ ?N. AND ITS VENT IS cV o y G: 2�5 I 2'-9" 5 1/2" ON THE GARAGE SIDE. 3'-0° ®BATHROOM 4SCALE: OPTION 2x4 STUDS (FULL 16' (2) 2x6 306 ENTRY DROP INTAKE 12" OFF FL CO 0 JACKS W/ 3010 V4TJ W) (4) Ibd (A JACKS W/ 3010 O)JAC9C9 (6)JAQCD ' Nl SIDE NSOM 1 M411-9 EA. FACE ' £ HB I NAILS EA. FACE 4x4 F.RT. POST W/ -N� DOOR V. I ABV. • 4" OG. I I I c s (2) 2X6 JACKS 218 STUD GAIRAGE �>., +� L III. 120 i — — — d 1 I r I' p I J �� ,gym mJ 11 LJ 1 pp��I L,J I L UNNNISHED — — — — SIMPSON ABE44 UNFINISHED IL_L77 _J .1 1 IL I i anm I WASH_ .;-.. m� SII BOX — — — BOX 1/ POST BASE H - ii %I RES [ENTRX _ SILL 1 j II —_ — — — — GONG 1 LL R L�. --J 2) 2x6 C POs( BASE AND CEILING, 9thIPSON 1 2)2x OJG2_6-2-- .Ja (2) 2xI0 BOX- IBM .'S HUG26-2 26 --- - W �8 3 (2) JA 6e 21_911 5 I/2 d) 41_111 IN CEILING I a OC IMPSON HUC26-2 w — — — — 111/ 2x6 T 4 B PL.'S, a Q 61MPSON HUC26-2 — — — — W/ 2x6 T 4 B PL -'S, ROOF 2 4 (2) 2x4 JACKS AT ROOF --� 4 (2) 2x4 JACKS AT ABV. GYP BD � - w 1 LLlqq �EpROOM/DEN C CARPET 511/2 w 5 I/2" NOTE. FORPOFdCH d p (2) 2x10 BOND BM. ABV.Lid 2'-3 1/2 2'-3 1/2 5 1/2" (2) 2x6 3068 NTRY 16d NAILS EA. FACE `-4 uuu111 DOOR/ TRANSOM (FULL WIDTH OF ENTRY) 3'-1" 3'- 8 Y 2 GYP. BD. " 01 JACKS 00 W/ 301 SIDE OM 3 (2) STUDS PT. LD. ANCHORED TO (2) 2x4 0 ON 2x4 FURRING, W/ DOOR BV. I (3) 2x8 HDR IL a (2)-2x6 -- X36 ,�� I 1-U Z I I SLIDER a STUDS (FULL HT.) W/ (4) WOOD CAP_ SEE - (2) 2x6 3068 NTRY Ibd NAILS EA FACE a DETAIL_ 02/A42P aqI PT. LD_ 9 JACKS 00 W/ 3010 1 Asr I L— — — — 2x6 LEDGER BLOCK ANC RED STONE TO — — _�Box DROPPED SOFFIT SIDE OM 3 (2) 67UDS PT. LD. - DOOR Bv_ ' (3) 2x8 HDR. (L A l2) 2x6 SLIDE 4 I L — — — — PORCH BOX BE NOTCH BOTTOM `9 ��mm C2) STUDS SIT ON CAT ELEV. Z I STUDS LD. SHELVING (26 SR TOTAL) r PRE- C. T 2x6 LEDGER BLOCK AN RED STONE 7O vENEER 3 1/211 6' 5 1/2" THIS FOR DET. 05 /Y 14'-5 1/2" 31/211,0 FACE OF BOND BEAM To Ed JfrORT CANOPY DETAIL L — — — — POACH BOX BEAM. NOTCH BOTTOM BOX BAY OF ABOVE 1(01/2" BOX BEAM ACCORDINGLY TO — — — _ — — LEDGER BLOCK AND TOE 4AIL. SIT ON (AT ELEv. -V-6 I/2" IS PLACED ON STAIR SID B, C, 4 D ONL ) THRY 14'-5 4WEEET FOR ENTRY 1/2" DROP INTAKE 12" OFF FL CANOPY DETAIL ())JACKS (6)JACKS I UTILITY Qr-- CONG 3'-6 1/4" 10'-8 3/4" 1/411 2V- 5 1/2 " 1 1/4" 22'-0" PARTIAL LOWER LEVEL PLAN AT FINISHED BEDROOM, DEN OPTION ®3 SCALE: A 1/4" = 1'-0" W / 1-. i Li Lu (2) 2x10 BOND BM. LL I - --i BAtH '-BOX � 1 (222x& JACKS, TYP. RESI). J J_ :113' ABV. DOOR/ to Q F,, SH. I- I TRANSOM (FULL I'- 1/4" TRANSOM (FULL 3 1/2 R" . O F- 3 m WIDTH OF ENTRY) _ 3 1/2' 3'-I" " ' WIDTH OF ENTRY) cV o y G: 2�5 I 2'-9" 5 1/2" 4' 1" 3'-0° ®BATHROOM 4SCALE: OPTION 2x4 STUDS (FULL 16' (2) 2x6 306 ENTRY 1/4" = 1'-0" 6 dIfJ e U 6'-5 1/2" 2'-9" Lu (2) 2x10 BOND BM. LL I - --i (2) 2x10 BOND BM. Q (222x& JACKS, TYP. ABV. DOOR/ J J_ :113' ABV. DOOR/ to Q 1 1/4" C2J 2x6 TRANSOM (FULL I'- 1/4" Y TRANSOM (FULL 3 1/2 p i1j d) . O F- 3 m WIDTH OF ENTRY) _ 3 1/2' 3'-I" " ' WIDTH OF ENTRY) cV o y I ANCHORED TO (2) ry I JACKS, TYP. ANCHORED TO (2) i z (2) 2x6 306 ENTRY 2x4 STUDS (FULL 16' (2) 2x6 306 ENTRY 2x4 STUDS (FULL CO 0 JACKS W/ 3010 V4TJ W) (4) Ibd (A JACKS W/ 3010 HT.) W/ (4) 16d ' Nl SIDE NSOM 1 M411-9 EA. FACE ' £ SIDE . y I NAILS EA. FACE 4x4 F.RT. POST W/ -N� DOOR V. (2)2x6 JACKS M ABV. • 4" OG. DOOR BV. (2) 2X6 JACKS 218 STUD GAIRAGE �>., +� k L i — — — DETAILS, SEE SHEETS I, 5'-6" I A4 -Mm 4 A4bf- � 5'-6" ELEVATION 'A' AND 'C' ELEVATION 'B' AND 'D' 0PLAN DETAIL AT ENTRY CANOPY 5 SCALE: 1/4" • 1'-0" 6'-5 1/2" 2'-9" Lu LL I - --i NOTE, Q (222x& JACKS, TYP. J J_ 1/4" I to Q 1 1/4" C2J 2x6 4'-0 3/4" 16'-1 1/2" I'- 1/4" Y I 3 1/2 p i1j d) . O F- 3 m Z p 3 1/2' 2x6 LEDGER W/ (3) CF FURN. AND ITS VENT IS BV. W/ 1 o y I I ROOF SES I JACKS, TYP. 0 z 16' x T O.H. DOOR DROP INTAKE 12" OFF FL Ibd NAILS • I6" OG. 0 NSEEEE SHEET A4b FSR O)JAdce l6)JACXp :; Nl I £ "�+ � 4x4 F.RT. POST W/ -N� ctl I ABV. • 4" OG. vu �. " V- Im 4x4 F.R.T. POST W/ ; 218 STUD GAIRAGE �>., +� k L i — — — d I 91MP9GN ABE44 I L F m1 1m mJ l W, �1 LJ — — — — SIMPSON ABE44 UNFINISHED IL_L77 _J a Z IL I i anm I WASH_ .;-.. m� SII — — — BOX 1/ POST BASE _ SILL 1 j II —_ — — — — GONG 1 LL R L�. --J POs( BASE AND CEILING, 9thIPSON 1 2)2x OJG2_6-2-- .Ja (2) 2xI0 BOX- IBM .'S (2) JA 5 I/2" W m O w 3 (2) 2x10 BOX- BM.'S IN CEILING I a OC IMPSON HUC26-2 POSH — — — — 111/ 2x6 T 4 B PL.'S, PORCH — — — — W/ 2x6 T 4 B PL -'S, ROOF 4 (2) 2x4 JACKS AT ROOF QDOOR/ 4 (2) 2x4 JACKS AT ABV. GYP BD � WALL V. I WALL 511/2 2'-3 I/2 2'-3 i/2 5 I/2" NOTE. FORPOFdCH 511/2 2'-3 1/2 2'-3 1/2 5 1/2" DETAILS, SEE SHEETS I, 5'-6" I A4 -Mm 4 A4bf- � 5'-6" ELEVATION 'A' AND 'C' ELEVATION 'B' AND 'D' 0PLAN DETAIL AT ENTRY CANOPY 5 SCALE: 1/4" • 1'-0" PARTIAL LOWER LEVEL PLAN AT FINISHED REC. ROOM OPTION 0 i s I S J C 6'-5 1/2" 2'-9" Lu LL I - --i NOTE, Q 22'-0" J J_ 1/4" FRESH AIR INTAKE 1 1/4" N C N 4'-0 3/4" 16'-1 1/2" I'- 1/4" Y IS PLACED ON STAIR SID 3 1/2 1 21'-2 1/2" z 3 1/2' Z � CF FURN. AND ITS VENT IS BV. W/ 1 o y W (5) 12x8 JACKS EA. END 2 ON THE GARAGE SIDE. z 16' x T O.H. DOOR DROP INTAKE 12" OFF FL T® NSEEEE SHEET A4b FSR O)JAdce l6)JACXp PORTAL l W5 � BDFRAME DE1 A LIA I2xL.PT HDR vu �. " V- Im 218 STUD GAIRAGE �>., +� k _ i 4' CONK SLAB d WK q f REAR 5/8" TYPE "X" F m1 1m mJ l W, �1 LJ pURN,@�/ 00 UNFINISHED IL_L77 _J a Z IL I i anm I WASH_ .;-.. m� SII BOX 1/ (1) SHARD. _ SILL 1 j II —_ GONG 1 LL R L�. --J N AND CEILING, 9thIPSON 1 2)2x OJG2_6-2-- .Ja _ (2) JA 5 I/2" W m O w 3 IN CEILING I a OC IMPSON HUC26-2 Iu T 2 a w _ LL - A) RAKE WALL WD. CAP i r CREATION - 0. 0 (2) 2x10 BOND BM. ASv. w Fr m CARPET QDOOR/ TRANSOM (FULL 6K_ WIDTH OF ENTRY) GYP BD � 6T p I O. ANCHORED 70 (2) 2x4 (j ON ON 2x4 FURRING, W/ STORAGE I ro`�lra STUDS (FULL NT) W/ (d) 'LL) OD CAf-. SEE (2) 2x6 3068 NTRY 16d NAILS EA. FACE `-4 D AIL= 02/A42P JACKS 00 W/ 301 SIDE OM 3 (2) STUDS PT. LD. T DOOR BV. I (3) 2x8 HDR IL a (2)-2x6 -- X36 ,�� I 1-U Z I I SLIDER ,mm - (2)STUDS STUDS aqI PT. LD_ 9 1 Asr I L— — — — 2x6 LEDGER BLOCK ANC RED STONE TO — — _�Box DROPPED SOFFIT Cott C FACE OF BOND BEAM TO PPOR7 BAY NOTE: L — — — — PORCH BOX BE NOTCH BOTTOM CFO BOX BEAM ACCORDINGLY TO — — — — — LEDGER BLOCK AND TOE IL. SIT ON CAT ELEV. SHELVING (26 SR TOTAL) B, C, 4 D ENL 3 1/211 6' 5 1/2" THIS FOR DET. 05 /Y 14'-5 1/2" 31/211,0 s CANOPY DETAIL -1" 6'-51/111 2'_g.. 5 I/2 7' 1(01/2" 3'-6 1/4" 10'-8 3/4" NOT- FRESH AIR NTAKE -V-6 I/2" IS PLACED ON STAIR SID 21'-9 1/2" 1 1/4" 22'-0" PARTIAL LOWER LEVEL PLAN AT FINISHED REC. ROOM OPTION 0 i s I S J C 01 STANDARD LOWER LEVEL PLAN A" 0 O Q w R cm 0 E m Cm� E cm 211 -T 0 L b — III L v, G1 Lu LL I - --i I cL Q 22'-0" J J_ 1/4" 121'-9 1/2" 1 1/4" N C N 4'-0 3/4" 16'-1 1/2" I'- 1/4" Y W 3 1/2 1 21'-2 1/2" z 3 1/2' Z � (4)11 3/4" x IS" LVL BM. BV. W/ 1 o y W (5) 12x8 JACKS EA. END 2 z 16' x T O.H. DOOR T® NSEEEE SHEET A4b FSR PORTAL l � BDFRAME DE1 A LIA I2xL.PT HDR � 218 STUD GAIRAGE �>., +� J ELEG PANEL 4' CONK SLAB d WK q f REAR 5/8" TYPE "X" lu w �a�qq a Z IL HOUSE WALLS AND CEILING, O C w QQa ' INSULATION m O w 3 IN CEILING I olu °0 0a A) 1 mNy IWOu� I r I �1U3� p I C = STORAGE I ro`�lra IS" W X 12' H_ 9 DROPPED SOFFIT NOTE: INSTALL 21 LIN FT_ OF 16" DP - SHELVING (26 SR TOTAL) p INSTALL AT -11",45V. SLAB s -1" 6'-51/111 2'_g.. 5 I/2 7' 1(01/2" NOT- FRESH AIR NTAKE IS PLACED ON STAIR SID OF FURN. AND ITS VENT IS ON THE GARAGE SIDE. DROP INTAKE 12" OFF FL ())JACKS (6)JACKS I UTILITY Qr-- CONG �I ,a WASK 2x6 _ J -L m, m U1 BOX I usH I 1 I RESI IENT } ._(SONG 1 R, aim ) 2x6 CONK HUC26-2 w oD m 517-T JON 14=26-2 LU rc 2 Ln— a I m -ter IQ UNFINISHED - STD, m g W LL j p CONCREYE (2) 2x10 BOND SM. ABV. DOOR/ 3'-I" LL 3'-I" ' TRANSOM (FULL WIDTH OF ENTRY) - ANCHORED TO (2) 2x4 STUDS (2) 2x6 3068 TRY (FULL HT.) W/ (4) 16d NAILS EA. JACKS O / 301 a FACE NOTE_ 1 ' 3 (2) STUDS PT, LD. ADD 1/2" GYP. BD = DOOR BV. (3) 2X5 HDR I TO HALF LALL 0. 6 (2) 2x6 - -- 5036 SLIDER LL+�mp (2) STUDS - �4 ;L I JACKS O �4 Pt_ LD_ L _ — J STONE PRE- A57 — — — 2x6 LEDGER BLOCK ANCH D TO VENEER Y _C_ C- _ FACE OF BOND BEAM TO PPORT L — — — — PORCH BOX BEAM. NOTCH BOTTOM a- I BOX BEAM ACCORDINGLY TO StT ON SOX BAY — — — LEDGER BLOCK AND TOE IL. ABOVE — — — (A7 ELEv. NO7E: SEE: DET. 05 / B, C, 4 D ONLY) THIS SHEET FOR ENTRY I CANOPY DETAIL I 6' S 1/1" 14'-5 1/2" 3 1/2" 3'-6 1/4" 10'-8 3/4" 7-6 1/2" 21'-9 1/2" 1 1/4" 22'-0" 01 STANDARD LOWER LEVEL PLAN A" 0 O Q w R cm 0 E m Cm� E cm 211 -T 0 L b — III L v, G1 a w CL N z N •� 'T � u r XX at Lu cp Q J J_ N C N �`/� ca Y W z r o m z � Z � ® a o o y W 2 z T® Z � LIA � J -A a w CL N z N •� 'T � u r XX at L r --- IF------i 3'-1 3/4" LI 6,_011 I 11 BOX -ESM. J PORC 3 1/2" I ®` m F T (2) 3061 ((MULLED (2) 2x8 HDR W/ (3) JACKS EA. END HALF -WALL W/ WOOD CAP - 5'-2 1/2" 1-3/4" x 16" LVL (FLUSH) -(2)JACK$, U (1-1 W/ 10" T 3'-1" 2' 8 /. of GYP. 22'-0" 8' 21'-c.3 1/2" 1 �I C�L C�L -0 12'-4 1141. 22'-011 I 1 1/4" 0 I I 11 _21'-2 I/2" 3 1/2" I bm68 ifs .Ill/ r6'' FT — I �p I SIMPSON UI4 N Ill J - 02oN .IP IV IL LL U 5 I/2" l01 rn" WB x 13 x 12'-6" L. STL. BM. 'OM FLUSH W/ FLR TR1155E5I II -II q 1 P11, IL R Q41" H 6 . 2x _ a C HALF WALL a W/ I/ fib HALF -WALL W/ BREAKFAST `� O° D IIj BL536 3 WD. CAP, BAR ABV. DW 31 1,1 31_111 G 311 PEPR 5836 o r KITCHENm wq RESILIENTIn I w m IL I I N W= N WW u:1im1c ioi----i��m p I� m L41 0 I i t OPT. NOT ---- — ISLAND--/'�----J AT THIS LOCATION USE U 4' 0 1/211 04B 5-1/1" BULLNOSE AT TOP STAIR AND LOCK qtqrrm 2" FILLER @i m SPINDLES AND NEWEL- N POST DIRECTL7 TO (2)2x8 HDR W/ 0,1 11/2" I3 BULLNOSE TRIM BD. (3) JACKS EA, END FILLER C2) 3060(MULLED) I SS TRANSOM ABV" 3'-4 1/2 11 4'-3 1/2'1 111-611 x S 1/4" LVL (MULLED) 3 -10 31/2" 6'-51/2" TED WALL U305. WALL W/ (1) " TYPE X GYP -THIS WALL 3 1/2 211 SF 14'-51/2" CKS EA. ENDK r WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/5" FIRECODE 4'-3" 1 1/4" 1'-6 1/2" OTHERWISE. 1 1/4" 21'-91/2" 21' -9 1/2 " 11/4" CU SH. ! RD. I 22'-0" FIRST FLOOR PLAN A (2) JACKS EA. END 0 1 SCALE: I 8' x 6' CANTILEVERED 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" ` -L KITCHEN a a J P.T. WOOD W/ 36" H. DIRECT -VENT- C2) 3050 (MULL£D) J RAIL, SEE DECK -_ �LL ,n`mN I s F.P OPT 3 DETAIL SHEET - SEE 06/A3.1 CARPET w- W (MOND-VAULT CLG. OPT.)Lu CU SH. ! RD_ j Z (2) JACKS EA. END FAR AWAY FRCT z aWLLC w c FAMILY ROOM Ac osle�e x lJS CARPET 9. SEE CABIN=T SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. vl Q Q y m 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. t0 `W m 2 N J � � m w U AFF. �4fi8 N 3'-4 1/2" ---- QZ MASTER B DROOM o f 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. � CARPET J NW SIMPSON UI4 N Ill J - 02oN .IP IV IL LL U 5 I/2" l01 rn" WB x 13 x 12'-6" L. STL. BM. 'OM FLUSH W/ FLR TR1155E5I II -II q 1 P11, IL R Q41" H 6 . 2x _ a C HALF WALL a W/ I/ fib HALF -WALL W/ BREAKFAST `� O° D IIj BL536 3 WD. CAP, BAR ABV. DW 31 1,1 31_111 G 311 PEPR 5836 o r KITCHENm wq RESILIENTIn I w m IL I I N W= N WW u:1im1c ioi----i��m p I� m L41 0 I i t OPT. NOT ---- — ISLAND--/'�----J AT THIS LOCATION USE U 4' 0 1/211 04B 5-1/1" BULLNOSE AT TOP STAIR AND LOCK qtqrrm 2" FILLER @i m SPINDLES AND NEWEL- N POST DIRECTL7 TO (2)2x8 HDR W/ 0,1 11/2" I3 BULLNOSE TRIM BD. (3) JACKS EA, END FILLER C2) 3060(MULLED) I N _ 0 - It x N 21'-9 1/2" 01 3'-4 1/2 11 4'-3 1/2'1 111-611 (2) 3060 3 -10 (MULLED) 3 -10 31/2" 6'-51/2" TED WALL U305. WALL W/ (1) " TYPE X GYP -THIS WALL 3 1/2 211 SF 14'-51/2" 31/2" WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/5" FIRECODE 4'-3" 1 1/4" 1'-6 1/2" OTHERWISE. 1 1/4" 21'-91/2" 21' -9 1/2 " 11/4" CU SH. ! RD. I 22'-0" FIRST FLOOR PLAN A (2) JACKS EA. END 0 1 SCALE: 1/411 = I1-011 31/2" 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" ---- -L KITCHEN a a I 4' -II" 31/2" RESILIENT C2) 3050 (MULL£D) muam p CPT., 8' CLG. -_ �LL ,n`mN I s N _ 0 - It x N 21'-9 1/2" / 3'-4 1/2 11 4'-3 1/2'1 111-611 (2) 3060 3 -10 (MULLED) 3 -10 31/2" 4' -II" TED WALL U305. WALL W/ (1) " TYPE X GYP -THIS WALL 3 1/2 211 SF (2) 3050 (MULLED) j1/2" WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/5" FIRECODE SECOND FLOOR 1 1/4" 112 SF W/ BAY OTHERWISE. 11/4" 21'-91/2" 11/4" 11/4 (2) 2x12 HDR W/ CU SH. ! RD. I �0 SCALE: 1/4" = 11_O" �0 (2) JACKS EA. END j-- I TO HAVE 5/6" TYPE "X" GYPSUM BOARD EACH SIDE. 31/2" 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" 16'-0" PLYWOOD PLATE AND (1) 2X6 JACK STUD EACH END UNLESS NOTED I 4' -II" 31/2" J C2) 3050 (MULL£D) y MASTER BEDROOM UU p CPT., 8' CLG. FLOOR LEVEL ANIS HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. =t 1 - �q CARPET w- W (MOND-VAULT CLG. OPT.)Lu CU SH. ! RD_ Z (2) JACKS EA. END CD z aWLLC Q l__ I I wco II[ 9. SEE CABIN=T SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. I UJ.I.G. Q y O 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. t0 `W m 2 N J � � m w U AFF. �4fi8 N 3'-4 1/2" ---- MASTER B DROOM o f 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. � CARPET J Q 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. xQ 1 (MONO -VAULT CLG. OPT.) y j I`) [ 3 V CLG. AT VAULT. CLG- OPT. O O FRAMED TOILMG 5'-8" (FINISHED) 8'-51/2" 3'-101/2" VS 60 C W j M. BATH (P w w MANTLE 5._V. HALF -WALL W/ C R RESIL., B' CLG. L„ 3 z WOOD CAP 1 0 a) m rye° 5'-0 5/8" ~ 8 � 1 } BREAST BOARD 4'-4" BREAST BOARD 4'_g11 3 8' CLG. VAULT. O P H. CLG. OPT. !- Z ATTIC e / 3'x4' SNWREs [A OVERLAP'S V -F-60 0 O 5 RROUND 0 OPT. _ t HALF -WALL W/ WOOD CAP Q OU .f - 0 _ Imn ' SIL, 8' CLG.%F RE - 1 1 I _ F - N ryp 3'-0" d) 5'-0 5/8" CA OVERLAPS ATTIC ACGESJ� r/ c0 = i9,11 I I = INN - I - 314OWE LI 42" 60" UB (4) SH. ? _ -FRONT ACO = PANELAT 5 ch W 10 T EA S HALL m N. Il) Q RI O W 10 T S CPT. 24" TB V5TD36 PJ4 0 = n) 5H. ! RD. d), c R HALL ryAv BATH HALL RESIL. o 5068 BI -PASS 24" TB CPT. 1'-I V 51_011 \ '-6' 41 _L 11 4'-pJ 11 11_jC11-- ONE LAYER 19 -------- --- OFF GYP. BD. r 0 r, 65 51 -PASS r 6'-113/4" 3'-414 '--311 4"4 101_411 101 _ 11 N 1( VO ccl O � � 8 BEDROOM 02 BEDROOM 03 Lu CARPET Z m CARPET W (2) 2x12 HDR W/ (2) 2x6 HDR (2) JACKS EA. END 305 0 50 12),3050 (MULLED) 31/2" 10'-4'1 101_711 3 1/211 4'-6 1/a" L V -a 1/a" 1'-6 I/2" 21'-S 1/2" 1 1/4" 22'-011 SECOND FLOOR PLAN A - B 11 31/2 1 6'-5 1/2' 3'-4 1/2 11 OPTION (2) 3060 3 -10 (MULLED) 3 -10 L 1 HOUR f 2X4 STU LAYER EA SIP 3'-5 TED WALL U305. WALL W/ (1) " TYPE X GYP -THIS WALL 3 1/2 211 SF 1 11 'I 6 6 -8 6 814 SF WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/5" FIRECODE SECOND FLOOR 1 1/4" 112 SF W/ BAY OTHERWISE. 11/4" 21'-91/2" 11/4" 11/4 1 1/4" 221_01, PARTIAL FIRST FLOOR PLAN B, C, & D 2 0 SCALE: 1/4" = 11_O" G L HIS INBUL. TTHIS WALL BATH OPTION OPTION MASTER G L FINISHED BSMT. GENERAL PLAN NOTES: 211 SF 221.011 814 SF WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/5" FIRECODE SECOND FLOOR 1 1/4" 112 SF W/ BAY OTHERWISE. 21' -9 1/2" 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. TOTAL FINISHED 1 1/4" 1812 SF 4'-3 1/2" 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/2X6 STUDS a I6" O.C. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) Q TO HAVE 5/6" TYPE "X" GYPSUM BOARD EACH SIDE. 31/2" 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" 16'-0" PLYWOOD PLATE AND (1) 2X6 JACK STUD EACH END UNLESS NOTED 4' -II" 31/2" 6. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EACH C2) 3050 (MULL£D) NOtE. FLOOR LEVEL ANIS HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. m �q (2) 2x12 HDR. W/ W 1, ALL BATHROOM FANS TO BE VENTED TO EXTERIOR CU SH. ! RD_ Z (2) JACKS EA. END CD z aWLLC 6. ALL CLOSETS HAVE (U ROD AND (U SHELF UNLESS NOTED OTHERWISE. l__ I I wco a 9. SEE CABIN=T SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. I UJ.I.G. w N O 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. CPT., V CLG. J 11. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPERHOLDERS MOUNTED 24" U AFF. �4fi8 MASTER B DROOM o f 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. i' CARPET if Q 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. xQ - N (MONO -VAULT CLG. OPT.) y j I`) L W FRAMED TOILMG 5'-8" (FINISHED) FRAMED TO CEILING 5'-8" (FINISHED) W j w w MANTLE 5._V. r L„ 3 z 1 BREAST BOARD � 1 } BREAST BOARD 4'-4" BREAST BOARD 4'_g11 3 8' CLG. VAULT. O P H. CLG. OPT. !- Z OVERLAP'S OVERLAP'S V -F-60 0 O 5 RROUND 0 M. BAT I HALF -WALL W/ WOOD CAP Q OU .f - 0 _ Imn ' SIL, 8' CLG.%F RE - 1 F - N ryp 3'-0" d) 5'-0 5/8" OVERLAPS ATTIC ACGESJ� r/ c0 = i9,11 I I = - 314OWE LI 42" 60" UB ? _ -FRONT ACO = PANELAT 5 to HALL N. Il) Q RI W 10 T S CPT. 24" TB } V 0 Q C v O U ��Oc01 �Oc K5 E E sm.- L m DlQ Q) QQm m 3 c F Q) U Q[_ O_f- V -0 POL—J 0FTION s HIS INBUL. TTHIS WALL BATH OPTION OPTION MASTER 228 SF 05 SCALE: 1/4" = 1'-0" FINISHED BSMT. GENERAL PLAN NOTES: 211 SF 1. ALL INTERIOR WALLS ARE 3-1/2" UNLESS NOTED OTHERWISE. ALL INTERIOR 814 SF WALLS TO HAVE 1/2" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/5" FIRECODE SECOND FLOOR GYPSUM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED 112 SF W/ BAY OTHERWISE. 453 SF 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. TOTAL FINISHED 3. COMMON WALL MUST ALWAYS HAVE 5/5" TYPE "X" GYPSUM BOARD ON BOTH 1812 SF SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/2X6 STUDS a I6" O.C. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) Q TO HAVE 5/6" TYPE "X" GYPSUM BOARD EACH SIDE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" PLYWOOD PLATE AND (1) 2X6 JACK STUD EACH END UNLESS NOTED OTHERWISE. 6. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EACH TO CEILING NOtE. FLOOR LEVEL ANIS HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. m PLAN SEE 01/AS.I FOR FIFEF'LACE LOCATION W 1, ALL BATHROOM FANS TO BE VENTED TO EXTERIOR Z T CD z aWLLC 6. ALL CLOSETS HAVE (U ROD AND (U SHELF UNLESS NOTED OTHERWISE. wco a 9. SEE CABIN=T SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. w N 14 10. ATTIC ACCESS TO BE 22"X30" UNLESS NOTED OTHERWISE. J 11. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPERHOLDERS MOUNTED 24" U AFF. 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. if 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. xQ y W FRAMED TOILMG 5'-8" (FINISHED) FRAMED TO CEILING 5'-8" (FINISHED) W MANTLE 51_311 MANTLE 5._V. r L„ 3 z BREAST BOARD BREAST BOARD Y } BREAST BOARD 4'-4" BREAST BOARD 4'_g11 Z m !- Z OVERLAP'S OVERLAP'S Z O 5 RROUND 0 SJRROJND In Q OU 1 SURROJND OVERLAPS __ ___ ,-_ OVERLAPS r/ O FIREPLACE O ' FIREPLACE 1 FLANGE, r = FLANGE, r I LEAVE , 7` GAB F.P. c LEAVE IR" GAB F.P. SCALE: 1/411 11.011 REVEAL. W7 m REVEAL, TYP. N=Lul M `II J - G" WIDE F3 1D. LEGS FRAME RO511 W r 8EDR0`OM �2 ®24"TOC. SATE ELEV.) �`1 BEDS 4TILES®B3/16" � P SURROUND _--�-- .B O `� ,p Q CA9PET / \ - W/ I/4 GROUT TILES' • B 3/16 F.P. Box N Y 6 /2' 6 /2"AT T. ABOVE d) r VALLEY SET TRUSS FLOOR a 24" O.C. W/ I/4' GROUT Of (2) 2),b HDR L(AT� �. 4.2 ELEVATION 3 II I 30150 W%(11 acRDKEaET`rBp = SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION Q �% 1 . vQ11 10'-1 1/2" /1213050 (MULLED) (2) 2x6 HDR e FIREPLACE OPTION `�„��==1 Z � � 1 HOUR TED WALL U305.06 SCALE: 1/4" = I' -P." I6" OPEN SPACE (� �� L2X4 STU WALL W/ CI) IN FRAMING FOR o LAYER 5, 5" TYPE X GYP EA SID -THIS WALL 6' 3'-511 3 1/2" 3'-8 1/2" 21'-9 1/2" 11/4 22'-011 PARTIAL SECOND FLOOR PLAN C D SCALE: 1/4" = 1'-0" S. F. CALCULATIONS 0FTION s BASE I OPTION UNFINISHED BSMT. 228 SF 26 SF FINISHED BSMT. 69 SF 211 SF FIRST FLOOR 814 SF 829 SF W/ BAY SECOND FLOOR 151 SF 112 SF W/ BAY GARAGE 453 SF 453 SF TOTAL FINISHED 1640 SF 1812 SF VENT DUCT �� 3 30`\ i 61 z z OPTIONAL DIRECT VENT ° FIREPLACE N Q FRAME BOX TO CEILING NOtE. m PLAN SEE 01/AS.I FOR FIFEF'LACE LOCATION Z T z aWLLC wco r w N 14 R e2013 Wotwoo4 Profeasiond Se oo. Inc. Construction Plans f O Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Landscape _r SouthWest Village Chanhassen, Minnesota Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 Contact: Mark Sonstegard Phone: 952-229-6000 Fax: 952-229-6024 Prepared by Vicinity Map vtameoewelsawSwrvr. lric W Tore aa.er.. on.. Ed— P,.w.wssaw. 1 P.. ssxaar-sr® 2 rax saeaarsea 3 raurwa +awana.w Westwood .1.dvvoeep mw Project number: 0001664.00 Contact: Ryan M. Bluhm Vicinity Map Sheet List Table SHGEI' NO. DESCRIPTION 1 Cover 2 Grading h Erosion Control Plan 3 SWPPP Narrative 4 SWPPP Notes 5 Existing Drainage Area Plan 6 Post—Development Drainage Area Plan 7 Overall Utility kStreet E Sanitary h Water Main Construction Plan g Sanitary h Water Main Construction Plan 10 Street k Storm Sewer Construction Plan 11 Street & Storm Sewer Construction Plan 12 Landscape Pion 13 Landscape Detail Plana 14 Landscape Details and Notes 15 16 17 16 Details DZIs Details LIGHTING PLAN Vicinity Map (Not to Stole) CITU OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PLANNING DEPT SCANNED Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storni Sewer, Streets and LanscaPe for SouthWest Village ch.nluael. Miavaw pre 08/01/13 sheet 1 of M or, 181 LAKE Ci." y - w 5� Lake Suso. :� e °y arsh $: Lake Y M e 'SE > �-� O fe. 11_ THEN Site a , eA❑- D°e Cr. LYNRN //Y IIP 6 S ¢g IN gEltrmT- o- Lake Riley FC� (Not to Stole) CITU OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PLANNING DEPT SCANNED Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storni Sewer, Streets and LanscaPe for SouthWest Village ch.nluael. Miavaw pre 08/01/13 sheet 1 of M C2013 WestwooU Profe..Dnd Sxvices. Inc. Eet� 1.... •.yM Ryland Homes TtEr y, PIM` 7599 Anagram Drive Westwood ....wIFaF.lmlll or aeINM FF�w 42V umar. ".- Edtn Prairie. A , 55313 Cao 4 Hours before digging 877 or ed1811.com Common Grwnd Alliance • A COR. AND mm FSEVNTONS ME . to FM9ED suMARAa111m mans wens 01MAeff Win). . R3W ro aE GRE 0.M1/KLON R/.I Fpl YaSr aMFllr NFZWl4 41F WFM9O6 4O 4NUl. • nE COnMCRR 91NL W6Y M WLtMM MO nevA Fx DF FRIM' mFnIFS AND TOedoe. iFATll6 MM TE Dienes YB MIn- NeM ro CMSIRVmIOI. ne axnnClm sVu wmAnar R)IFY Trc FHIe1EN 6 .1 dSIPPFPMISS m VMOtaDrr. ANI. . au cM151N1cnm sxa11 wlsmM m Coco aus . COneACTCP M ro CLLl in m GIlnIL0.V im Vn111Y .DCA. • m.WMr CW114CTd1 MIST (E MIME ff Ml FRRG t PMVOYD Vnlll[5 • xaLNG . MIST E WEWIeO MM TE aTr = nl BEUi ur= . print[ MANA.E FIM1 TM snt Mryn R Mmun AT Al T FItOS10N CONTROL NOTES 411T IVKF NO . FF03i1 .. nAMYS 9W1 E is X Naax DI URAIA 1p1/COC:MICxM MD. we Y.WTME9 M1R N.qE 11116 m 0.UM CORA xM [4➢1 ESTMHm FAti1MO $L! !pS OI-ST2 9141 S 11ND DT PEWMD YD 91.V1 BE ACERATA ro TK mAMK mMeam rt n a EaTMTE est*Ma ro eE nwME Cf MMMr rm RAI BAn OM I . sroA E F 1 IRE [d1Nd lEWtltMr DR, ..t xl.r FWR. Elc. 1SGMfD [1! TIE Rm 91.V1 eE IxaRxTA ro ME a.aNO cwnwc*. .LL1 sR£CTs DI1..D WFY.. %ds NG ..I uusT E CIFIIFn AT THE M v .. woKKNs Dlr. . ii C wmMCE M TIE SITE MIST a M01IDEn a.CCMRc TO DETM1 TO REDUCE MACKIND a DAT Wm RA4C S1RElS PROTBICT SBOLTMION s 1. NSINL PrelianDi W SENr{ 1 MSTNl snM CMSINC1D11 FMeMR(S). C Rein G1n[E 91E 8. AS DeaD. BY TE ODIFAMYI BASINS RA MRS q1 ]. ASTM EP09CM CdTXL BLAME' M DESN"i MFK AS TEY YE GRADED. a SED) AD .SIR PER WO'KeMN M11N Tl xAIIB re4RE91Y CONCIKN 9 MYI.E SIL! EpR M RpIAF11T IEWTa.IIM EUS YOI ESIA9HGD. Legend Southwest Village 0 30' 60' - - Latest Revision Date: Damn 0.«08/01/13 sb..r 2 OE 18 Grading & Erosion Control Plan DENOTES SOIL ROVING DENOTES SILT FENCE —980-- DENOTES DISTING CONTOURS 1980— DENOTES PROPOSED CONTOURS D— DENOTES FASTING STORM SEWER Fwy DENOTES PROPOSED STORM SEND? DENOTES FIOSTING TREE LINE . �.T MOTES EDSTING SDOT ET.EVANON . az DENOTES PROPOSED SPOT ELEVATION d ° DENOTES BIO -ROLL EROSION CHECKS cDE. DENOTES EMERGENCY OVERFLOW EIFVANON ....... DENOTES EXISTING WEl1.AND DENOTES TREE PROTECTION FENCE Southwest Village 0 30' 60' - - Latest Revision Date: Damn 0.«08/01/13 sb..r 2 OE 18 Grading & Erosion Control Plan SeF ..Inc. SWPPP NARRATIVE THE SWPPP IS PREPARED IN ACCORDANCE WM ME NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) REGULATIONS AS ESTABUSHED BY THE CLEAN WATER ACT. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. ME OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF ME NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTON - INSPECTION AND MAINTENANCE PROCEDURES PROJECT LOCATIM THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SIMPER) FOR SOUTHWEST VILLAGE in MANHAMEN. MINNESOTA. ME SITE IS LOCATED IN ME NE CORNER OF THE INTERSECTION OF MINNESOTA TRUNK HIGHWAY NO. 101 AND LYMAN BOULEVARD . OWNER/OPERATOR INFORMATION SOUTHWEST VILLAGE IS OWNED BY RYIAND HOMES. 7599 ANAGRAM DRIVE, EDEN PRAIRIE. MN 55341. OWER/OPERATOR RESPWSIBIUTIES OWNER -DEVELOPMENT OF SWPPP PRIM TO APPUCATIW/NOI SUBMITTAL- -SUBMIT UBMITTAL-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOT) -COMPUANCE W/ ALL TERMS AND CONDITIONS OF PERMIT -SWPPP SUBMITTAL FOR M RENEW FOR PROTECT GREATER MAN SO ACRES k DISCHARGING TO SPEUAL/1MPAIRED WATERS CUMIN 1 MILE OF SIM DISCHARGE. -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/AIBDINSION) (PART II.8.5) -NOT WMIN 30 DAYS OF CDMPLETING NPDES REQUIREMENTS k COAPUTING ACTIVITY ON SITE. (PART II.C.) -IDENTIFY WHO HAS LMG TERM CAN PERMANENT STORMWATER SYSTEM. -DEVELOP CHAIN OF RESPONSIBIUTY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. OPERATOR -RESPONSIBLE FOR PARTS I.R. II.C., W. a APPENDIX A PART C. IF APPUCABLE. (JOINTLY WITH OWNER) -COMPLETE AND SIM APPUCATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WM OWNER AS NEEDED ME OWNER MUST IDENTIFY PERSONNEL KNOWFDGEABU AND EXPERIENCED (MAINED PERSONNEL) IN ME APPUCATIW OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WLL OVERSEE THE IMPLEMENTATION OF ME SWEEP. AND ME INSTALLATION, INSPECTION AND MAINTENANCE OF ME EROSION PREVENTION AND SEDIMENT CONTRCL BURP'S BEFORE AND DURING CONSTRUCTION. WARNING DOCUMENTATION AND INFORMATION WILL BE INCLUDED WITH ME ON -RTE SWPPP WORKBOOK AND DOCUMENTATION. PROJECT DESCRIPTION ME SIR IS APPROXIMATELY 2.75 ACRES CONSTRUCTION WILL CDNRST OF, BUT IS NOT UMIM TO. MASS GRACING. INSTALLATION OF UTIUTIES, SWEET CONSTRUCTION. CONSTRUCTION OF M MUTE -FAMILY UNITS. PRE -DEVELOPMENT SITE CONDITIONS UNDER EXISTING CMDITIONS 2.70 AWES WILL DRAIN TO EXISTING STORM SEWER MD BE ROUTED OFFSITE M ME NORTHWEST. 1.60 ACRES WLL BE ROUTED TO EXISTING STORM SEWER AND BE ROUTED OFFSTE M ME NORTHEAST. REFER TO ME EXISTING DRAINAGE AREA MAP AND/M SOUTHWEST VILLAGE STGRMWATER MMAGEMENT REPMT FM MORE INFORMATION REGARDING ME PRE -DEVELOPMENT SITE CONDITIMS. POST -DEVELOPMENT SITE CONDITIONS UNDER PROPOSED CONDITIONS 3.00 ACRES WILL DRAIN TO PROPOSED STORM SEWER AND BE RWTED WITH O(ISW4C STORM SEWER OFFSITE TO THE NMTHWEST 1.30 AWES WLL SE ROUTED TO PROPOSED STORM SEWER AND BE ROUTED WM EXISTING STORM SEWER OFFSITE TO ME NORTHEAST. REFER TO ME PROPOSED DRAINAGE AREA MAP AND/M SOUTHWEST MLUGE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING ME POST -DEVELOPMENT SIZE CONDITIONS LAND FEATURE CHANGES ME AREA TO BE DISTURBED FROM GRADING DRERATIMS IS APPROXIMATELY 2.65 ACRES. CURRENTLY ME AREA IS PERVIOUS, AFTER FULL BUILD WT. IT IS ESTIMATED MAT APPROXIMATELY 2.0 AWES WILL BE CMVERTED IMPERVIOUS SURFACES. ME NEW IMPERVIOUS SURFACES WILL CONSIST OF SWEETS, SIDEWALKS. ETC. IMPAIRED WATERS THERE ME TWO IMPAIRED WATERS WIMIN 1 (ME) MILE OF ME PROJECT SITE DISCHARGE LOCATW(S) AS INDICATED ON ME PCA IMPAIRED WATERS MAP. LIKE SUSAN AND LAKE May IMPAIRED FOR MERCURY IN FISH TISSUE AND NUMENT/EUMCPHICATIIN BIOLOCCAL INDICATORS. REFER TO SWPP NOTES ITEM 20 AND APPENCX A. SECTON C OF ME NPDES PERMIT FOR ADDITIONAL BURP'S AND REQUIREMENTS WRING CONSTRUCTION. SPECIAL WATERS THERE ME NO SPECIAL WATERS WMIN 1 (ONE) MILE OF ME PROJECT SITE DISCHARGE LOCATION(S) AS INDICATED M ME PCA SPECIAL WATERS MAP. SOIL TYPES ME STE CONTAINS TYPE 'B' SOL$ WM ME MAJORITY M ME SOL IN ME SM -SC SOL TYPE CLASSIFICATION. STMM WATER MANAGEMENT PLM ME TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF SILT MINN. INLET PROTECTION AND PROPOSED TEMPORARY SEDIMENT BARNS RECOMMENDED BY ME ENGINEER ON A AS NEEDED BASIS. ME PERMANENT STORM WATER MANAGEMENT PUN WILL CONSIST OF SURFACE DRAINAGE BY CURB AND CUTTER, DRAINAGE SWALES AND STORM SEWER PIPE, ME RTE DRAINS TO PROPOSED AND EXISTING STORM SEWER AND DRAINS OEFRTE. ME SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REOUIREMENTS. EROSION/SEDIMENT CONTROL PREVENTIM MEASURES TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH ME PROCEDURES TO BE USED TO ESTABLISHED ADDITWAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIMS DURING CONSTRUCTION ME IDENTIFIED ON ME SITE GRADING AND EROSION CMTROL PLAN PREPARED FOR ME DEVELOPMENT M THIS PROJECT, AND CUMIN ME PRCECT STORM WATER POLLUTION PREVENTION PLAN. PERMANENT VEGETATION ESTABUSHMENT PERMANENT MRF SHALL FOLLOW ME RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN ME GRADING PLAN. SEEDING MAT IS TO WCIR AFTER OCTOBER 20TH SHALL CONFMM M ME MN/DOT SPECFICATWS FOR DORMANT SEEDING PER THE MN/DOT SEEDING MANUAL 2007 POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS. THE POTENTIAL POLLUTANT SOURCES ARE NOT REASMABLY EXPECTED TO AFFECT ME STORM WATER DISCHARGES FROM THE SITE CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS MAT MILL BE USED OR STORED AT THE SITE CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED MAT ME CONTRACTOR MAINTAIN A STOCKPILE OF ERCRON CONTROL DEVICES AND SEDIMENT CONTROL BURP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN ME EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF ME STATE, M ANY DISCHARGE OF HA2ARDWS MATERIAL OF REPORTABLE WANTITY. CONTACT ME MPCA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BNP NSTALLATIW ME ERORON PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION MGM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. ME FCLLOWNG UST DEFINES ME TIMING M EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC MEAS PRIM TO STMT OF CWSMUCTION ME FOLLOWING EROSION PREVENTION MD SEDIMENT CMMOL MEASURES ARE SHOWN N ME PUNS AND SHALL BE IMPLEMENTED PRIM TO CONSMUCTM: 1. INSTALL SILT FENCE OR OMER SEDIMENT CONWOLARWND ME PERIMETER M MEAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON ME GRADING AND EROSION CONTROL PLAN. 2. CONSTRUCT GRAVEL CONSMUCTON ENMANCES AT FIELD ENTRANCES TO ME SITE AS SHOWN ON ME CONSMUCTION PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALI. STORM WATER INLETS MICH HAVE ME POTENTIAL TO RECOVE STORM WATER WNW FROM ME CONSTRUCTION SITE WITHIN 200 FEET OF TINTS OF CONSTRUCTW. 4, INSTALL SILT FENCE M OTHER SEDIMENT CMMOL MIX1ND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CMMACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLM. DURING CONSTRUCTION ME FOLLOWING EROSION PREVENTION AND SEDIMENT CMWOL MEASURES ARE SHOWN IN ME PLANS AND SHALL BE IMPLEMENTED DURING CONSMUCTION: 1. PHASE GRADING WORK TO MINIMIZE ME DURATION MAT ANY DISTURBED SOL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTW M PERMANENT COVER OVER EXPOSED SOL MEAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WORN 7 DAYS OF DISTURBANCE ACTMTY TEMPMMILY OR PERMANENTLY CEASING. 3, STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF MEAS WHEN GRADING IS COMPLETE. 4. PUCE A MINIMUM OF 2 TONS/AME OF STRAW ON RILL AREAS AFTER REAMING FINAL MADE WITH TOPSOIL AND ANCHM STRAW WITH ETHER A STRAIGHT DISK, HYDROMULCH M POLYMER. 5. STABILIZATION M TEMPMMY OR PERMANENT DRAINAGE DITCHES MAT MAIN WATER MGM ME CONSTRUCTION SITE MUST BE INITIATED WMIN 24 HOURS OF CONNECTING ME DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM MAT DISCHARGES TO SURFACE WATERS. ME FIRST 200 UNEAR FEET MUST BE STAMUZED WTHIN 24 HOURS. ME REMAINING DITCH SHALL BE STABIUZED CUMIN 14 DAYS. 6. INSTALL SILT FENCE MOUND ALL TEMPORARY NACTIVE STOCKPILES MICH ME NOT PLACED WMIN EXISTING SILT FENCES M OMER PERIMETER CMWOLS. 7. TEMPORARY M PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WLL BE PLACED PRIM TO BUT NO SOONER MAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON UP ACCORDING TO ME STANDARD DETAIL S. SUFFICIENT PERSONNEL EQUIPMENT. AND MATERIALS SHALL BE MOBIUZM CUMIN 24 HOURS OF A WRITTEN ORDER BY ME OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN ME CASE OF AN EMERGENCY. 9, REMOVE ANY SEDIMENT MAT HAS BEEN QUACKED ONTO PUBLIC SWEETS AT ME WD OR ME DAY OR CUMIN 24 HOURS OF DETECTION. OR MORE FREWENT AT DIRECTION OF SITE INSPECTOR. 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND RUL -OFT BOXES, EMPTY WREN DEBRIS REACHES TM OR DUMPSMR 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WMIN PMT ME M ME GENERAL PERMIT. 12 REPAIR SILT FENCES. INLET PROTECTION. GRAVE. CONSWUCTON ENMANCES MET OMER EROSION AND SEDIMENT CWTRWS AS NEEDED AND AS DEFINED IN ME PMT WZ4 UPON COMPLETION OF CONSMUCTION ACTIVITIES ME FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN ME PUNS AND SHALL BE IMPLEMENTED UPON COMPLETION OF CONSTRUCTIM ACTIVITIES: 1. ALL DISTURBED MUS WMWT PERMANENT IMPERMEABLE SURFACES WILL BE VEGETATED FOR FINAL STABILIZATION. IF EROSION CONTROL BLANKET IS NOT REWIRED, ME SITE SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 APPUED AT TO LBS/AME AND TYPE -1 MULCH APPLIED AT 2 TONS/ACRE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2575. 2. REMOVE ALL SILT FENCE. INLET PROTECTION AND OTHER EROSION AND SEDIMENT CONMOL DEVICES AFTER VEGETATION IS 70% ESTABUSHED BY UNIFORM PERENNIAL VEGETATION COVER OVER THE ENTIRE PERVIOUS SURFACE AREA. REPAIR ALL AREAS DISTURBED DURING REMOVAL OF BMPS. 3. STORM WATER CATCH BASINS. MANHOLES. PIPE, AND PONDS WILL BE MAINTAINED BY THE CITY OF CHANHASMN IN ACCORDANCE WM THEIR STORM WATER MANAGEMENT PLAN ONCE SOUTHWEST VILLAGE HAS BEEN ACCEPTED BY THE CITY. 4. CLEAN WT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS MAT ARE TO BE USED AS PERMANENT WATER WAUTY MANAGEMENT BASINS. ME CLEAN WT OF PERMANENT BARNS MUST BE SUFFICIENT TO RETURN ME BARN M DESIGN CAPACITY, 5, ME ORIGINAL PERMITTEES (OWNER AND OPERATOR) WHO HOLD ME NPDES PERMIT MUST SUBMIT NOTICE OF TERMINATION (NOT) WMIN 30 DAYS AFTER CONSMUCTON AND FINAL STAMUZATION IS COMPLETE. SWEEP INSPECTONS AND MAINTENANCE EROSION AND SEDIMENT CW MOL INSPECTIONS INSPECTIONS SHALL BE CONDUCTED BY WTSTW'OOD PROFESSIONAL SERVICES. INC. EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 INCHES IN A 24 HOUR PERIOD. ME OMER M AN ALTERNATE WILL CONDUCT ME INSPECTIONS AS SPECIFIED IN THIS SWPPP. ALTERNATES WILL. INCLUDE INDIVIDUALS TO BE DESIGNATED BY ME OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL M OMER QUALIFIED INDIVIDUALS AND SHALL BE USTM IN ME PROJECT CONTACT INFORMATION SECTON OF THIS REPORT. ME FOLLOWING SIULL BE CONPUMD WRING EACH INSPECTION: 1, RECORD DAT: AND TIME OF INSPECTON 2. NAME M PERSON(S) CONDUCTING INSPECTION 3. RECORD RAINFALL RECORDS SINCE MOST RECENT INSPECTON 4 INSPECT ME SITE FM EXCESS EROSION AND SEDIMENTATION 5. INSPECT SITE FM DEBRIS, WASH AND SPILLS 6. INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES 7. INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. B. INSPECT ME ADJACENT SWEETS AND CURB AND GUTTER FM SEDIMENT. UTTER, AND CONSTRUCTION DEBRIS. 9. INSPECT SITE RUNOFF OUTFALL OR DISCHARGE AREAS 10. RECORD FINDINGS OF INSPECTION. INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIMS IL RECORD CORRECTIVE ACTIONS TAKEN (INCLUDING DATES. TIMES AND PARTY COMPLETING MAINTENANCE ACTIVITIES) 12. RECORD CHANGES MADE TO ME SWPPP AS REWIRED IN PMT III.A5 OF ME GENERAL PERMIT MAINTENANCE OR EROSION AND SEDIMENT CMMW DEVICES ME OWNER/CONWACTM IS RESPONSIBLE FOR ME OPERATION. MAINTENANCE M TEMPORARY AND PERMANENT WATER WAUTY MANAGEMENT BMPS AS HELL AS ALL MORON PREVENTION AND SEDIMENT CONWOL BMPS, FOR ME DURATION M ME CONSWUCTW WORK AT ME SITE. ME FOLLOWING WIDEUNES WILL BE USED TO DETERMINE IF ME EROSION AND SEDIMENT CONTROL DEVICES REWIRE MAINTENANCE REPAIR. OR REPLACEMENT: 13. IF SEDIMENT CONTROL. DEVICES SUCH AS SILT FENCE ME FILLED TO 1/3 OF ME HEIGHT M ME CONTROL DEVICE. ME CONTRACTOR SHALL REMOVE ALL SEDIMENT WITHIN 24 HOURS M DETECTION M NOTIFICATION. 14. IF INLET PROTECTION DEVICES APPEM PLUGGED WITH SEDIMENT, ME FILLED TO 1/3 CAPACITY, M HAVE STANDING WATER AROUND THEY. ME CONTRACTOR SHALL KNOW ME SEDIMENT AND CLEAN M REPLACE ME FILTER WIMIN 7 DAYS OF DETECTM OR NOTIFICATION. 15. IF ME GRAVEL CONSTRUCTION ENTRANCES ARE FILLED WITH SEDIMENT GR OTHERWISE FAILING ME CONMACTOR SHALL ETHER REPLACE ME ENWANCE M ADD ADDITIONAL GRAVEL WITHIN 24 HOURS OF DETECTION M NOTIFICATION. 16. IF SEDIMENT FROM ME SITE IS MSERVED ON PAVED ADJACENT SWEETS OR OMER PROPERTIES, ME CONWACTM SHALL REMOVE ME SEDIMENT WITHIN 24 HOURS OF DETECTION M NOTIFICATION. 17. IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT SWEETS, IN SURFACE WATERS GR OTHER PROPERTIES. ME CONTRACTOR SHALL IDENTIFY ME SOURCE AND DISCHARGE LOCATION OF ME SEDIMENT AND IMPLEMENT ADDITIONAL EROSW AND SEDIMENT CONTROLS AT THOSE LOCATIMS TO PREVENT FUTURE DISCHARGES (additional cantrals and rifonnotlan is described within the 'SWPPP Nates' plan Meet) SEDIMENT MUST BE REMIEWD "THIN 7 DAYS FROM SURFACE WATERS UNLESS ADDITIONAL REWUTORY APPROVAL IS NEEDED. ME PERMITTEE IS RESPONSIBLE TO CONTACT ALL LOCAL REGONAL STATE AND FEDERAL AUTHORITIES AND OBTAIN MY MPIJCMLE PERMITS PRIM TO CONDUCTING MY WORK TO REMOVE SEDIMENT MAT HAS BEEN DISCHARGED FROM ME SITE. I8. IF TEMPORARY SMIMENTATON BASINS APPEAR PLUGGED WITH SEDIMENT, OR FILLED TO 1/2 CAPACITY. ME CONMACTOR SHALL DRAIN ME BARN AND REMOVE ME SEDIMENT WITHIN 72 HOURS OF DETECTION OR NOTIFICATION. 19. IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT ME FLARED ENO SECTION OUTFALLS, ME CMWACTM SHALL DETERMINE ME SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF ME DISCHARGE HAS OCCURRED M ME PROPERTY, ME CONMACTM SHALL REMOVE ME SEDIMENTS AND DEBRIS WMIN 7 DAYS OF NOTFICATON AND CORRECT ME SOURCE OF SUCH MATERIALS. 20. IF SEDIMENT FROM THE SITE IS OBSERVED TO BE DISCHARGED FROM ME SITE. ME MPCA WILL BE NOTlElm ME SME DAY. AFTER FINAL STABILIZATION. ME RATE OF INSPECTIONS OF ME STABNUZED AREAS MAY BE REDUCED TO VICE A MONTH IN AREAS WHERE NO CONSTRUCTION IS ACTIVE AND 70; DENSITY WCETATIM 15 ESTABLISHED. I ". warruM�Y�Y�4 rt. r_r+i mrr Yom= ITrY�a r. _ senses,aw4rt I "wed wtar. ed Ryland Homes 1. S I m- eg a....CIMd L W.LRS2599 A1ugnlm Drive W estMIUGd .w..e.mPme ala_ OB/NN Eden PniI AIN, 553N Southwest Village Call 48 Hours before digging: 1)11 Or OId1811.cOm Common Ground Alliance Latest Revision Date DB/BVO A Deee08/01/13 shes, 3 oR18 SWPPP Narrative 013 WesbooE Professional Services. Inc. Coll 48 Hours before digging: SWPPP NOTES 811 Or CaII811.COm Common Ground Alliance Listed below ore additional BMP's that may be considered for use if the BMP's identified In the erosion control plans prove to be Insufficient Payment for these BMP's may only be made If prior approval from an Omer has been given. 1. WORK ADJACENT TO RESIDENTIAL PROPERTIES • INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND PRO.ECT BOUNDARY. • INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BANNS IF 10 OR MORE ACRES ARE DRAINING TOWARD ME PROPERTY BOUNDARY. 2. IMPORTANT VEGETATION • SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. • A SECONDARY SILT FENCE MALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WMIN A 25— FONT MINIMUM BUFFER OUTSIDE ME DRIP UNE OF TREES. LONG—STEEP CUT/FILL SLOPES • THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER MAN 75 FEET FOR SLOPES "M A GRADE OF 3:1 OR STEEPER WMIN 20D FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WMIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. ME EXPOSED Sol SHALL BE STABUZED WMIN 14 DAYS • PLANNED SLOPES OF 3:1 (H: V) OR STEEPER AND GREATER MAN 75 FT IN LENGTH WLL BE TEMPORARILY OR PERMANENTLY STABIUMD IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING A NEW INCREMENT • LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROlS IN INTERLOCKING HERRINGBONES AS SHOWN ON ME GRADING PUN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER MAN 3:1, THEN ME SLOPE MAY BE COVERED WN TARPS OR PLASTIC SHEETING. TEMPORARY M0904 CONTROL DEVICES REWIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO ME GRADING CONTRACT - • ME SOL SURFACE ON REVEGETATED SLOPES WLL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON ME SLOPE, SUCH AS BULLDOZERS OR DISKS. ME GROOVES SHALL BE CREATED PERPENDICULAR TO ME SLOPE TO HELP ESTABUSH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY. INCREASE INFILTRATION. AND PROVIDE FOR SEDIMENT MAPPING. 4. CULVERT INLET/OUTLET PROTECTION • SW MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SIOM ON ME GRADING PLAN. UNLESS VELOCITIES REWIRE RIPRAP. • AT LEAST ONE 2—FODT WIDE STRIP OF SW OR FIBER BLANKET SHALL BE PLACED ALONG ME EDGES OF CULVERT HEADWALLS AND WNGWALLS AS SHOW ON ME GRADING AND/OR UTILITY PLANS. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER MAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON UP ACCORDING TO ME STANDARD DETAIL 5. STORM SEWER INLET PROTECTION • STORM DRAIN INLETS SMALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAYS BEEN STABILIZED. • INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WEEN CASTINGS ARE NOT IN PLACE. AS INDICATED ON ME UTILITY PLAN AND AS APPROVED BY ME OWNER. • INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN RACE AS INDICATED ON ME UTILITY PLAN AND AS APPROVED BY ME OWNER. • DOCUMENTATION IS NEEDED CUMIN 72 HOURS IF REMOVAL OF PROTECTION EMIRS IS NEEDED DUE TO WINTER CONDI110NS OR FLOODING CONCERNS. 6. STORM WATER POND OUTLETS • TEMPORARY OR PERMANENT ENERGY IXMIPATW MEASURES SHALL BE IN PUCE AT ME STORM WATER POND OUTLETS WTHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. • RIPRAP AT RPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLED UNDER ME APRON UP. • POND EMERGENCY SPILLWAYS SHALL BE UNED BASED ON ME DESIGN DISCHARGE ROW VELOCITY AND AS INDICATED ON GRADING AND/M UTILITY PLANS 7. TEMPORARY SEDIMENT BANNS • TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOL DRAIN TO A COMMON LOCATIONS. ME BASIN SIZE IS BASED ON RUNOFF FROM A 2—YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO ME BANN. AT A MINIMUM. ME BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO ME BASN. • SEDIMENT BANNS WILL. DETAIN WATER LONG ENOUGH TO NETTLE OUT AT LEAST 75 PERCENT OF ME SEDIMENT. ME USE OF ROCS MAY BE NECESSARY. ME DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER MAN THE RECEIVING WATER. ME TEMPORARY BANN MAY BE DRANK DOWN WITH A PUMP TO INCREASE CAPACITY FOR ME NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REWIRED WE TO CONTRACTORS METHOD OF MOIJENONG THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO ME GRADING CONTRACT. • ME SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN ME NECESSARY SEDIMENT CAPACITY AND CONTAINMENT. • TEMPORARY SEDIMENT FOREBAYS Wil BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS ME POND, IF NECESSARY. • THE SEDIMENT PONDS WILL BE MONITORED BY ME CONTRACTOR TO DETERMINE ME SEDIMENT LEVEL N ME PWD. • SEMEN ME DEPTH OF SEDIMENT C CTED IN ME TEMPORARY BASN REACHES I FULL (50% OF ME STORAGE VOLUME) ME BANN SMALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF ME BASIN BEING 1/2 FULL OF SEDIMENT. OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REWIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK STALL BE INCIDENTAL TO ME GRADING CONTRACT. • TEMPORARY SEDIMENT BASINS WILL HAYS A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGY DISSIPATON AT BASIN OUTLET. B. DEEP UTILITIES: WATER AND SANITARY / GAS UNE • SILT FENCE OR A SIMILAR TYPE OF SEDIMENT CONTROL SHALL BE PLACED DOM GRADIENT OF ME EXCAVATED SOL IF WORK IS DONE UPGRADE OF WETLANDS, STREAMS OR OTHER SURFACE WATERS. • DISTURBANCE OF CHANNEL BANKS, WETLANDS AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TO ME EXTENT POSSIBLE. ME USE OF FENCES OR OMER DEMARCATION MAY BE NECESSARY AS FIELD CONDITIONS DICTATE. • ME UTUTY CONSTRUCTION SITE SHALL BE SEEDED "M A TEMPORARY SEED MIX AND MULCH (OR ERONON CONTROL BLANKET IF SLOPES ARE 31 OR STEEPER). TIMEFRAMES FOR STABUZATION ARE 14 DAYS UPON TEMPORARY OR PERMANENTLY CEASING CONSTRUCTOR ACTIVITY UNLESS ME SITE AREA IS "THIN A MILE OF IMPAIRED OR SPECIAL WATERS IN WHICH CASE STABILIZATION IS NEEDED WITHIN T DAYS OF TEMPORARILY OR PERMANENTLY CEASING CONSTRUCTION ACTIVITY. 9. STOCKPILES (TEMPORARY AND PERMANENT) • LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BANN INLETS. PONDS. AND SITE DRMNAGE ROUTES • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED WMIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL • TEMPORARY SEED AND MULCH SHALL BE USED TO STABIUM ME STOCKPILES AND ME STOCKPILES SHALL BE SHAPED TO FACIUTATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WHIN T DAYS. TEMPORARY EROSION CONTROL DEVICES REWIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO ME GRADING CONTRACT. • IF TEMPORARY SEED AND MULCH CANNOT BE USED, MEN ME STOCKPILES SHALL BE COVERED WN HYDROMULCH. TARPS OR PLASTIC SHEETING AS APPROVED BY ME OWNER. • IF STOCKPILES MUST BE PLACED WMIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC RPE) TO ADEQUATELY CONVEY RUNOFF, TEMPORARY BYPASS BOPS SHALL BE INCIDENTAL TO ME CONTRACT UNLESS PREVIOUSLY APPROVED BY ME OYMER / ENGINEER 10. CONSTRUCTION DEWATERING • WRING DEWATERING ACTIVITIES, ME SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING ME TURBIDITY OF ME WATER INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REWIRED DUE TO CONTRACTORS METHOD OF SEOUENONG MBR CONSTRUCTION WORK SHALL BE INCIDENTAL TO ME GRADING CONTRACT): oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. OUSE A PORTABLE SEDIMENT MAP SYSTEM, o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSM IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. o DISCHARGE THROUGH FIBERLWS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA. o PUMP TO A TEMPORARY SEDIMENT BANN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. • LEWATERING OR BANN DRAINING ACTIVITIES WILL NOT CAUSE M09M IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. • ALL ER090N CONTROL OR SEDIMENT TRAPS REWIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO ME CONSTRUCTOR ACHATY REWIRING DEWATERING. 11. CONSTRUCTION ENTRANCES • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE ME CONSTRUCTION NTE. • ME CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. • GEOTEXTIE FABRIC MAY BE PLACED UNDER ME CRUSHED ROCK M WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOL INTO ME CONSTRUCTION ENTRANCE MATERIAL. • ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. • CONSMUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. • TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT ME END OF EACH DAY USING PICK—UP TYPE STREET SWEEPER. • IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC ME ENTRANCE PADS SHALL BE LENGTHENED OR ANOMER TECHNIQUE APPLIED. TEMPORARY M09M CONTROL DEVICES REWIRED WE TO CONTRACTORS METHOD OF SEQUENCING MDR CONSTRUCTION WORT( SHALL BE INODM7AL TO ME GRADING CONTRACT. • ME CONSTRUCTOR ENHANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF MACKING INTO ADJACENT ROADWAYS OCCURS, ME FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 12. CONCRETE TRUCK WASHOUT • CONCRETE MUCKS SHALL UTILIZE ME CONCRETE WASHOUT AREA SHORN ON ME PLANS TO WASH AND RINSE MER EQUIPMENT PRIOR TO LEAVING ME SITE. • WASHOUT OF CONCRETE MIXER MUCKS WILL BE PERFORMED IN ME DESIGNATED AREAS ONLY. • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL UQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. • WASHOUTS SHALL BE CLEARLY MARKED ON STE WN SGNAGE BY ME UTILITY CONTRACTOR WN APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITES AND WATERCOURSES. • CONCRETE WASHOUT AREAS IML HAYS AN IMPS EABIE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILMATNG/CONTACTING WN SOL • IMPERMEABLE UNER INCLUDES 10 MIL POLnINER OR COMPACTED CLAY UNER. • WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 13. VEHICLE MAINTENANCE • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM ME WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF ME SITE RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. • ENGINE DEGRENSNG SHALL BE AVOIDED. IF NGREASNG IS NECESSARY. RUNOFF FROM ME OPERATION WILL BE CONTAINED IN A LINED SEDIMENT MAP AND PROPERLY DISPOSED OF AT A TREATMENT FACIUTY. • ALL REWIRED SEDIMENT MAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DECREANNG AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO ME CONSTRUCTION CONTRACT. 14. FUELING • ANY FUEL TANK OR TRUCK STORED ON ME PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SNCE THIS COULD CAUSE NEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. • ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • ALL REWIRED NEL CONTAINMENT AND CLEAN—UP MATERIALS AND THE PROPER DISPOSAL OF ME MATERIALS SHALL BE INCIDENTAL TO ME CONSTRUCTION CONTRACT. 15. HAZARDOUS MATERIALS • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDA.SM OR UNAUMORIZED ACCESS. • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS • MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. • NO HAZARDOUS MATERIAL SHOULD RE STORED WMIN 200 FEET OF AN IDENTIFIED CRITICAL AREA- • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM ME CONTRACTOR ON SITE FOR USE N CLEANING UP SMALL SPILLS • IF BUILDING MATERIALS, CHEMICALS. OR GENERAL REFUSE IS BENG USED, STORED, DISPOSED OF. OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS "THIN 24 HOURS OF DETECTION OR NOTIFICATION. • ALL REWIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REWIRED DISPOSAL SHALL BE INCIDENTAL TO ME CONSTRUCTOR CONTRACT 16. CHEMICAL CONTAINMENT • GASOLINE. OIL. PLANT. SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT ME GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR CRWNDWATER EXCEPT IN DE IONIMIS OIANTITIES. • ALL PRODUCTS SHALL BE KEPT IN MSIR ORIGINAL CONTAINER. WN ORIGINAL LABELS STILL ATTACHED. UNLESS ME CONTAINER IS NOT RESEALABLE. • HAZARDOUS MATERIALS SHALL BE RETURNED TO ME HAZARDOUS MATERIAL STORAGE AREA AT ME END OFEACH DAY. • AN EFFORT SHOULD BE MADE TTO STORE ONLY ENONM PRODUCTS TO DO ME REWIRED JOB. • THEPOrNE A PO SHALL PROVIDE TANKS OR BARRELS TO COLLECT UWID BYPRODUCTSMAT POSE A POLLUTION HAZARD. • OF POLLUTANTS SHALL BE REMOVED FROM D SCA R A WEEKLY BASS AND DISPOSED W IN ACCORDANCE WIN FEDERAL. STATE AND LORAL REGULATIONS. • ALL SPILLS SHALL BE DP IMMEDIATELY SLEIGH DISCOVERY. IN ACCORDANCE VANAN ME MUFACTURESS L RECOMMETHOD MENDED MEM WS. • ALL REWIRED CONTAINMENT / STORAGE ME UNITS U ABSORBENT MATERIAL AND REWIRED DISPOSAL SHALL A INCIDENTAL TO ME CTO PREVENT CONTRACT • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 17. SOLID WASTE • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BANS • CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING ME WASTE AROUND ME STE. • MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. • SOLD WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSDERED INCIDENTAL TO ME CONSTRUCTION CONTRACT. 18. DUST CONTROL • ME CONTRACTOR SMALL USE A VARIETY OF MST CONMOL INCLUDING BUT NOT UNITED TO ME FOLLOWING: A. RAPID STABIUZATON METHODS ON SLOPES B. WATER ON ROADWAYS AND GRADED AREAS C. ALTERNATIVES: IN ME FORM OF VEGETABLE POLYMERS. WATER AND CALCIUM CHLORIDE PETROLEUM OWULSION RESINS. M ACRYLIC COPOLYMERS MAY ALSO BE USED. • ALL REWIRED DUST CONTROL SHALL BE INCIDENTAL TO ME CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 19. WRITER STABILIZATION • COVER EXPOSED SOILS ON OR AROUND NOV. ISM AND/OR PRION TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER • ALL EXPOSED SOLS TO W COVERED WN 2 TONS TYPE 1 MULCH • ALL EXPOSED SOILS TO BE SEEDED "TH MNWT SEED MIX 150 • ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE "M NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTOR ACTIMTY REQUIREMENM. SECTION B DEWATERING AND BASIN DRAINING. • PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM ME BACK OF ME CURB AND OUT OF ME PLOWD SNOW AREA. • PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED • INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WN DOCUMENTATION CUMIN 72 HOURS FROM LEGAL AUTHORITY. • IF WORK HAS OCCURRED FEAR OR IN STREAMS OR OTHER SURFACE WATERS. ME EXPOSED SOLS SHALL BE STABILIZED TO PROTECT AGAINST RODDING AND SPRING RUNOFF TO ME 100—YR ROOD ELEVATION. • ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAYS OUTLETS AND STABILIZED EMERGENCY OWRROWS INSTALLED AS PER ME GRADING AND/OR UTIUTP PLAN AND AT ME APPROVAL OF ME OWNER. 20. WORK NEAR OR IN IMPAIRED WATERS • EXPOSED SOLS MUST BE STABILIZED CUMIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. • TEMPORARY SEGMENT BANN WOOD) "MIN AREAS 5 ACRE DISTURBANCE WN COMMON POINT OF DISCHARGE. • IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF ME MIMES PERMIT FOR ADDITIONAL NOTES AND REOUIREM041S. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO 'IMPAIRED WATERS' • SEE AARON MLYNN FOR ADDITIONAL NOTES AND REQUIREMENTS BMP NAME OR TYPE -QUANT' -UNIT SILT FENCE 1.290 LF ROCK ENTRANCE / EXIT 1 EACH INLET MOMENT CONMWS (CURB) 13 EACH SW (BEHIND CURB) 0.20 ACRES TEMPORARY SEED (MOL 21-111) 135 POUNDS PERMANENT SEED (MIX: 22-111) 90 POUNDS CONCRETE WASHOUT AREA 1 EACH Southwest Village ate O81 0001e1•1ws02, 0.,08/01/13 91.m 4 DP 18 SWPPP Notes ••- ure Kar, ". n`� ue - _Iplepel Ryland Homes w.799 Used Q 1� w••` ]599 Anagram Drive Westwood se -u sn-#mn lar 09/18 - lee.a m.r wNr Hill Prairie, NN, 558{4 Southwest Village ate O81 0001e1•1ws02, 0.,08/01/13 91.m 4 DP 18 SWPPP Notes 2013 Westwood Pmfessimal Sarcee, Inc. Call / Hoan before aigg,ng 811 a cd1811.w C mm Qwnd Miance ------------a------- 0 I ". Wq�OsaI�M�YxIfxM>Yc �Y.y� rY�� rn�F10�LL a� Ryland Homes ""` 7s naafi Drive °�" �' �' v or�.i`. Flan Prairie, A4J, 553H westwoad SouthWest Village N 0 30 6c Latest Revision Date: 03/01/13 oae08/01/13 seas 5 OF 18 Existing Drainage Area Plan c2013 Westwoo0 Professima Barites, Inc. SEEM Nov, IRS RMN q I Ib^ L wl I r _ — 11 II I I v I i _o�re.r�rr�.as�LL I 2 - Westwood 6!/a/1! � r MW OMMIS I® Pre I P Ryland Homes m" 75" Magram Drive Eazn Previa. 1.f1.', ssaaa Coll 0 Hwre before digging: 811 a c011811.CM Carman Grwna Miance 0 30' 60 Iatest Revision Date 08/O M Southwest od1C08/01/13 s6 6 OF 18 Village Post -Development Drainage Area Plan ene,a,�n. umn«,.ale C2013 Westwood Prolessimd Servic, Inc. I ". W�mlrxro-�MlYVImK �_V+r w, r�� NMM,. F�..amui I Ryland Homes Afar LL Wvhm omw awl 7599 Araig.MW Drive v d.sw rrr. Ed. la l , 1 , 553 MIMlWOOA wxw.wa mn of ORAWR N�Ip SouthWest Village Can B Hours before digging. 811 a c011811.com Commm Ground nlllonae ...__ _ _ _.. I CASTING TYPE I M EXISTING Sanitary Sera —<— Watar — � — Hyd. r\Vdva —i --P St. Sews —an PROPOSED Sanitary Saws —a water Hyd. w\Vdve St. Sw Sanitary Sews Wats - Hyd. w\Vdva - Storm Saws - X 0' 30' 60 90' 1a66at Revidai: 08/01/13 rn66a0/.r'__ w a 08/ovn 7 w 18 Overall utility & street 0 2013 w... mM.1. K I 5A YYCstwood ......�._.. wrrrarrMNr. tr. OlYbtl/N u�N. �9 I REMOVE 15 LF OF EXISTING 8 - SM SEWER C DRILL & CONNECT TO MH IE = 912.75 REMOVE 30 LF OF EX 8" W.M. & CONNECT M EX. W.M. AT G.V../ 8"-4 1/2^ BEND) L1 �Fi 1.1 •� film � Ilii '0i)•1 AMMl ©© �YF'I M� Weal •ae='� SEPSOAR+G�..—''.Cl9�ii —ew TEE Street 3 PROPOSED C/A OR (EYP.) 405 LF B" DW PROPOSED C/L SUBGRAOE (TYP.J CL52 WATERMAN 7.5' MIN. COVER IIjjII 4i I I rREMOVE 8" PWG & CONNECT TO a EXISTING 8 ' WATERMAIN W/ 8"-45° BEND —8"-45° BEND �—B'x 8" TEE 60. _B. PVC .. ..... .. 0.60E 115 - e" PVC EX SDR 35 0 0.41% ---- - STA 1+00 RE 926.21 IE (E) = 912.75 1 2 20B - 8 PVC MH - 1 STIR 35 O 0.401[ STA 2+15 RE - 925." IE (E) . 913.32 IE (W) =. 91322 IE (N) - 913.32 aMarA 3 SDR 35 O MH -3 5A RE- 9 .71 N84 IE (N) - 81426 - 925914.62 IE(W)=914.18 IEE -IE (E) - 914.26 4 5 Ryland Homes 7599 A age Drive M. Pr. .' T ' 5531+ Call 48 How, beta. 4ig9n9: 811 a c011811.com Common Ground AIIi . Southwest Village GENERAL NOTE& SEE SHEET 14 FOR CITY STANDARD PLAN NOTES FOR SANITARY SEWER AND WATER MAN. DRAINAGE & UTILITY EASEMENTS ME PROVIDED OVER ALL WT -OTS A DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.M. B DENOTES SANITARY SERVICE RISER LENGTH C DENOTES SANITARY SEWER SERVICE INVERT AT PROPERTY UNE ALL SERVICES SHALL BE EXTENDED TO PROPERTY UNE. EXTEND RODS ON DEEP VALVES. Al SANITARY SEWER SERVICES SHALL BE 4' PVC SCHEDULE M PER CITY DETAIL 2001. ALL WATER SERVICES SHALL BE 1-1 2• WPPER TYPE "K' PIPE ./WRB ST X Uue Revi®Pn 08/01/13 1 rnt'08/01/13 5� 8 DP 18 Sanitary & Water Main Construction Plan c2013 Westwco PfOfessi°nd Services. Inc. I �I v SEMXISROYENC 1WAIEItNAN 0 Lf aF EMOTE PLUG t ECONNECT TO EXISRNG A VALE t REINSTALL HYDRANT a 11 1/4 AN W/ - t VALVE B'-11 1/4° BEND I-MH-2rREMOVE PLUG t-- _ — /-6'-11 1/4° BEND Call 4a H.. W. digging: 811 a cd1811.c Camman Gmand Alliance Southwest Village GENERAL NOTES: SEE SHEET 14 FOR CITY STANDARD PLAN NOTES FOR SANITARY SEWER AND WATER MAN. DRANAGE t UTILITY EASEMENTS PRE PROVIDED OVER ALL GOTLOTS A DENOTES SANITARY SEWER SERVICE WE LOCATED ON MANUNE FROM DOWN STREAM M.N. B DENOTES SANITARY SERVICE RISER C DENOTES SANITARY SWER SERVICE INVERT AT PROPERTY LINE. ALL SERVICES SHALL BE EXTENDED TO PROPERTY LINE. EXTEND RODS ON DEEP VALVES ALL SANITARY SEWER SERVICES SHALL BE 4' PVC SCHEWLE 40 PER CITY DETAIL 2001. ALL WATER SERVICES STALL BE 1-1/2' COPPER TYPE 'K' PIPE ./CERB STOP 13 0• 50• 100 150 [shat Rev m 66/01/ 1•6en imn2. 1 w-08/01/13 a 9 OF 18 Sanitary & Water Main Construction Plan IIT Il i// Y I`Y I I - -1. - f 14 1 (- I- I 13 r/AUX VALVE I. _ 'Waw •�� 9'nfi TEE GBND ELEV 926.3 STREET 1 STREET 2 930 930 3 PROPOSE. CA GRADE (TYY.) PROPosED Cit SLS[RAOE (TTP. PRDPOSED CA MAU: 9 _ _ 9.30 OFOSD CIL SUBGRADE (nYP.) jos v e' uc CL52 WAIMM l05 LF a' UP CL52 7i' -VIBE COVER- _ _ WAlER11AN 7.5' MN. COV4< 229 9 0 925 Call 4a H.. W. digging: 811 a cd1811.c Camman Gmand Alliance Southwest Village GENERAL NOTES: SEE SHEET 14 FOR CITY STANDARD PLAN NOTES FOR SANITARY SEWER AND WATER MAN. DRANAGE t UTILITY EASEMENTS PRE PROVIDED OVER ALL GOTLOTS A DENOTES SANITARY SEWER SERVICE WE LOCATED ON MANUNE FROM DOWN STREAM M.N. B DENOTES SANITARY SERVICE RISER C DENOTES SANITARY SWER SERVICE INVERT AT PROPERTY LINE. ALL SERVICES SHALL BE EXTENDED TO PROPERTY LINE. EXTEND RODS ON DEEP VALVES ALL SANITARY SEWER SERVICES SHALL BE 4' PVC SCHEWLE 40 PER CITY DETAIL 2001. ALL WATER SERVICES STALL BE 1-1/2' COPPER TYPE 'K' PIPE ./CERB STOP 13 0• 50• 100 150 [shat Rev m 66/01/ 1•6en imn2. 1 w-08/01/13 a 9 OF 18 Sanitary & Water Main Construction Plan IIT Il i// Y I`Y I I - -1. - f 14 1 (- I- I 13 r/AUX VALVE 10'-6" DIP 9'nfi TEE GBND ELEV 926.3 STREET 1 STREET 2 930 930 3 PROPOSE. CA GRADE (TYY.) PROPosED Cit SLS[RAOE (TTP. PRDPOSED CA MAU: 9 _ _ 9.30 OFOSD CIL SUBGRADE (nYP.) jos v e' uc CL52 WAIMM l05 LF a' UP CL52 7i' -VIBE COVER- _ _ WAlER11AN 7.5' MN. COV4< 229 9 0 925 l STA 3hi2915 STA 1+50 162• - 9' PVC - RE. = 92,71 RE - 924.98 SDR 35 O O.6px IE (N) = 914.26 IE (S) - 915.23 IE (W) = 914.16 - - IE (E) = 914.26 910, 910 - MH - T 1 2 3 4 STA 3+11 - 2 RE - 925.77 STA 12 17a• - a' PVC E (E) = 913.32 RE - 923.82 SDR 35 00.60% IE (W) = 913.22 E (S) = 91439 E (N) - 913.32 1 1 2 3 4 vwm—Y nd�YnY YNa Yr. �� aMrm✓-.�= b�=�1 bY— }T�tl' I ". vaxam�sras ar�4 I �t I Ryland Homes I LL � � "R 7sgg A„a�m od•,e N/a5(YM90A wawa�amn tr ar.wAr Ar. �� aY�w Ow Elan P-aine. !1S\. iii#4 Call 4a H.. W. digging: 811 a cd1811.c Camman Gmand Alliance Southwest Village GENERAL NOTES: SEE SHEET 14 FOR CITY STANDARD PLAN NOTES FOR SANITARY SEWER AND WATER MAN. DRANAGE t UTILITY EASEMENTS PRE PROVIDED OVER ALL GOTLOTS A DENOTES SANITARY SEWER SERVICE WE LOCATED ON MANUNE FROM DOWN STREAM M.N. B DENOTES SANITARY SERVICE RISER C DENOTES SANITARY SWER SERVICE INVERT AT PROPERTY LINE. ALL SERVICES SHALL BE EXTENDED TO PROPERTY LINE. EXTEND RODS ON DEEP VALVES ALL SANITARY SEWER SERVICES SHALL BE 4' PVC SCHEWLE 40 PER CITY DETAIL 2001. ALL WATER SERVICES STALL BE 1-1/2' COPPER TYPE 'K' PIPE ./CERB STOP 13 0• 50• 100 150 [shat Rev m 66/01/ 1•6en imn2. 1 w-08/01/13 a 9 OF 18 Sanitary & Water Main Construction Plan :2013 Westwood Professional Sconc, Inc. VkstvAmd Street 1 No hn GRADE LAK STA = 2+9507 ELEV = 925.BZ0_930 GRADE BREAK STA -I ELEV - 923.770 PROPOYO CA GRADE (TYP.) PROPOSED CA SUBLRADE (TYP.) 925 T.O51[ 225 146 12• -RCP _ CL 5 0 OJ a� 920 STA 1 1 923.56 50 C8M4 - 51 RE = 92 STA 1STA 2+62 E RE (S) ) 9197.89 E (- 925.02 N) = 920.91 915 E (NW) 919.89 E (SE) = 920.91 OTS REMOVE 32 LP LT EX STORM SEWER & EX STORM STRUCTURE SURMOUNTABLE CONCRETE CURB & CUTTER 5' SIDEWALR� T aEIC GRADE (TYP.) SUBGRADE (1 29. — lY BMH - 50 5 O 0.72X TA 1+00 U. CONN '.E - 923.56 STA 1+29 (S) - 919.89 RE - 923.65 (NW) - 919.89 IE (SE) - 919.6 rVl rler rP•�PP..I�s�Yn r rr.,rr �.A4Wr eo�lu OY �� 11�Ye 1 2 CORE DRILL & CONNECT TO EXISTING STORM 'TIP AU.aST MH (TUR CURB &\ GV (TYP.) ©1 M & CONNECTION STREET 2 I ma GRADEIREAK STA 2+95.41 EUW = 925.830 _GRADE BREAK STA - 1+00.00 ELEV - 924.800 H P ELEV - 926.09 M P STA = 2+54.16 PM STA - 2+55.41 PM REV - 926.23 PROPOSED C/L &D -1.92% GRADE (TYP.)� K - 31.25 80.00' VC N -.60 1+16 - 924.4E S) - 915 IE (W) _ IE (N) = 3 Ryland Homes 7599 Afug�am Drive Flan Prtirie. A4J, 55344 PRGPosFn CRc�i-. SUBADE (T)'R.) 94' 12 RCP 50064; Y 1+00 924.49 (S) = 919.16 (E) = 919.16 1 IE[W) _ EX.E (W) _ Call 48 Haus Sefare digging. 811 or call811.com C. . crwne a6an�e GENERAL NO • RADIUS TO BE M18 C. & C. AS PER CITY DETAL (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. ��. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS reSTMFIME—A ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAK AREAS SHAD- BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT ME SUMPED ELEVATIONS. r 0' 50 m- - Izteet Revision W/OL/T3 w«08/01/73 sluK 10 OT 18 SouthWest Village Street & Storm Sewer Construction Plan 1� 9 AU.aST MH (TUR CURB &\ GV (TYP.) ©1 M & CONNECTION STREET 2 I ma GRADEIREAK STA 2+95.41 EUW = 925.830 _GRADE BREAK STA - 1+00.00 ELEV - 924.800 H P ELEV - 926.09 M P STA = 2+54.16 PM STA - 2+55.41 PM REV - 926.23 PROPOSED C/L &D -1.92% GRADE (TYP.)� K - 31.25 80.00' VC N -.60 1+16 - 924.4E S) - 915 IE (W) _ IE (N) = 3 Ryland Homes 7599 Afug�am Drive Flan Prtirie. A4J, 55344 PRGPosFn CRc�i-. SUBADE (T)'R.) 94' 12 RCP 50064; Y 1+00 924.49 (S) = 919.16 (E) = 919.16 1 IE[W) _ EX.E (W) _ Call 48 Haus Sefare digging. 811 or call811.com C. . crwne a6an�e GENERAL NO • RADIUS TO BE M18 C. & C. AS PER CITY DETAL (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. ��. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS reSTMFIME—A ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAK AREAS SHAD- BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT ME SUMPED ELEVATIONS. r 0' 50 m- - Izteet Revision W/OL/T3 w«08/01/73 sluK 10 OT 18 SouthWest Village Street & Storm Sewer Construction Plan c 2013 Westwood Pmfessimd Se ,m 1 2 GUTTER -11V GU1 CURB k GUTTER Street 3 H.P. EIEV – 926.60 GRADE BREAI( STA = 4+62.15 E HIEN( STA = 1+0000 N.P. STA . 2+82.39 EIEV :.925150 = 926.560 PN STA – 2+6200 PN F1£1 – 926.73 �� CA A.D. _ – GBADE (TYP.) N -= W.T1.. "/�- — —• 60.00' VCOPDSED CA � BGRN)E (M.) _— A E (SI:) 921.40 IE (W) - 921.05 IE (N) = 920.26 C81,01i – 62 IE (E) – 920.26.. _- STA 3+55 CB – 64 RE d 925.61 STA 4+60 IE (I,) - 921.26 RE - 924.68 IE (NW) = 921:26 IE (W) - 920.61 3 4 I ". Mb�M�Y�If��b�Yc �VI eI y`f= l��ry�=FY=I i•1� I fic Ryland Homes RM Y. TW 1599 AawgtAm Drive Westwood ......,.mm.m. 1Ak OB/01/H IYi 417m '�"'� Fa,n T4Airie,, ss64e Call 48 Hwm 6efora digging: 811 or W1811.com Cornmw G wnd Allanm GENFRAL NOTES, RADIUS TO BE 8618 C. t G. AS PER CITY HTML (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. ��. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS CASTING NOTE: ALL CATCN BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SMALL BE SUMPED 0.05 FEET. RIM E ATIONS ON PLAN PROFILES REI'ECT THE BUMPED ELEVATIONS Vtnt Reaiaion OB/Oi/13 1 08/01/13 sx 17 or 18 SouthWest Village Street & Storm Sewer Construction Plan — —• – 12 9 29-12.42– 2 – 52 RCP. CL. S. pW CL.S STA 2+16 STA = 925.66 O 0.46; O O.S1S SIAM – 61 IE (NW) 921.24 IE CB – W STA 3+97 IE (NE) -= 921.24 REA 99255lO RE = 925.40 E (SI:) 921.40 IE (W) - 921.05 IE (N) = 920.26 C81,01i – 62 IE (E) – 920.26.. _- STA 3+55 CB – 64 RE d 925.61 STA 4+60 IE (I,) - 921.26 RE - 924.68 IE (NW) = 921:26 IE (W) - 920.61 3 4 I ". Mb�M�Y�If��b�Yc �VI eI y`f= l��ry�=FY=I i•1� I fic Ryland Homes RM Y. TW 1599 AawgtAm Drive Westwood ......,.mm.m. 1Ak OB/01/H IYi 417m '�"'� Fa,n T4Airie,, ss64e Call 48 Hwm 6efora digging: 811 or W1811.com Cornmw G wnd Allanm GENFRAL NOTES, RADIUS TO BE 8618 C. t G. AS PER CITY HTML (TYP.) OTHER AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. ��. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS CASTING NOTE: ALL CATCN BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SMALL BE SUMPED 0.05 FEET. RIM E ATIONS ON PLAN PROFILES REI'ECT THE BUMPED ELEVATIONS Vtnt Reaiaion OB/Oi/13 1 08/01/13 sx 17 or 18 SouthWest Village Street & Storm Sewer Construction Plan ProfessionN Services. Inc. e a W MW ?Q lMw Y 1 �.1 sm PLAN77NG DETAIL 7 ----------- Ilr 3 4 5 6 71PICAL�B'bIVA � v / � TONNHOME PLAN77NG DETAIL PIAN77NG DETAIL 4 SEE SHEET 14 1 5 Final Plant Schedule CODE OTY. COIAMON/BOTANICAL NAME SIZE SPACING O.C. P.8 20 F �V II B.m / B t I Lttl K.ag 6' HT Be MUMP AS 5 WC 13 Prarefire U. / MaWa PraNN a L5' Be AS SFC.:. ABS 2 Autumn BrAltance ser' eE / "1 1.5' BB AS SHO.M ENS B BI MIS s / PiPIC 91nuto dc,son A' HT W AS 9107,1 OM ®U E.;, R,' ------------------ 59M Planting Detail 2 w 2As Planting Detail 3 B..M Lv IGWA IPpad for. O.dA b -A M-Haleffift NOTE: WANTITIES W PLAN SUPERSEDE LIST WANTIT1ES IN THE EVENT OF A DISCREPANCY. Planting Detail 4 e.M w Ryland Homes 9_`99 Ana�am Drive Foran Raine. �tv'. Svu Southwest Village N 60' _ Utest Revision Date OA/Dl/13 0.-08/01/13 seat 12 oP 18 Landscape Plan Detail 1 LPlanting B.M 1uv rarl dl� Yam= Tab ��Y♦ ". �.MM•MAa�Mibc I F Cs L MMS WahvOed .Rwm. ur alo"" Zan Planting Detail 3 B..M Lv IGWA IPpad for. O.dA b -A M-Haleffift NOTE: WANTITIES W PLAN SUPERSEDE LIST WANTIT1ES IN THE EVENT OF A DISCREPANCY. Planting Detail 4 e.M w Ryland Homes 9_`99 Ana�am Drive Foran Raine. �tv'. Svu Southwest Village N 60' _ Utest Revision Date OA/Dl/13 0.-08/01/13 seat 12 oP 18 Landscape Plan 02013 Westwood Protessiood Senses, Inc. Typical 6 Unit Townhome Planting Detail Typical 7 Unit Townhome Planting Detail Final Plant Schedule (Per 6 Unit) CODE OTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. Final Plant Schedule (Per 7 Unit) COPE OTT, COMMON/BOTANICAL NAME SIZE SPACING O.C. I "• vrv.i+n.vanam �y�w�41 I rY� I cwlsA I or1i fR ••'Y_�._' Ryland Homes 7599 Amgram Drive Cars,L Miss v w Fl MOM MI an Pr,vie, AftJ, 55344 SouthWest Village Coil 48 Hours beton, digging: 811 w e011811.com Canmon Ground Alliance Latest Revision Date: o8/m/13 o„m08/01/13 Snore. 13 Oe 18 Landscape Detail Plans 02013 nc. Planting Notes 1. CONTRACTOR 51ALL CONTACT GOPHER 'ONE CALL" (651-454-0002 a 800-152-1166) TO MERRY LOCATIONS OF ALL UNDERGROUND UTIUTIES MOB TO INSTALLATION OF MY RANTS ON LAMMI MATERIAL. 2_ ACTUAL LCCATON OF KANT MATERIAL IS SUBJECT TO TROD ANO SITE CWgTIXiS. 3, NO PANTING MI BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPETED IN THE IMMEDIATE AREA. 4 ALL SUBSTTUTpiS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMIS9W OF ANY aD AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROWM TOO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECYS OR OWNER'S WRITTEN ACCEPTANCE OF THE MEDAL PLANTND REPLACEMENT P T MATERIAL SHALL HAW A ONE YEAR GUARANTEE COMMENCING UPM PLANING. 6, ALL REMITS TO Y SPECIMEN GRADE, MINNESOTA-GROM AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT UNITED BY THE FOLLOWING STANDARDS'. ALL PLANTS SHALL BE MEE FROM DISEASE PESTS. WOUNDS SCARS, ETC, ALL PLANTS SHALL BE FRE£ FRIM NOTICEABLE GAPS. HOLES. OR DEFORMITIES, ALL PLANTS SHALL BE FREE FRIM BROKEN OR DEAD BRANCHES_ ALL PLANTS SMALL HAW HEAW, HEALTHY BRANCHING AND EEMNG. CONIFEROUS TREES SHALL HAW AN ESTABLISHED MAIN REAPER AND A HEIGHT TO WDTH RATIO OF NO LESS THAN 5:3. ]. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 2601-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8- PLANTS TO BE INSTALLED AS PER MNLA k ANS STANDARD PIANTING PRACTICES 9, RANTS SHAH Y IMMEDIATELY PLANTED UPON ARRIVAL AT STE. PROPERLY HEEL -IN MATERIALS IF NECESSARY: TEMPORARY ONLY 10. PRIOR TO PLANTING. FIELD WRIFT THAT ME ROOT COLEAG T FLAIR IS LOCATED AT THE TOP a THE BAYED B BURLAP WE IF THIS IS NOT THE CASE, SOL SHALL BE REMOWD DOW TO ME RMT COLLAR/ROCT RNR. WHEN THE BALLED t BURLAP WE IS PLJI ME ROCT CCLLAR/ROO7 FOUR SHALL BE EWN M SUGHRY ABOW FINISHED GRADE. 11. OPEN TCP OF BURLAP M M MATERIALS', KNOW POT M POTTED PLANTS SPLIT AND BREAK APART PEAT PUTS. 12_ PRUNE RATER AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POUR E RMIC HNG OF EXISTING AND PROPOSED WES- 13. NEAP AL SMOOTH -BARRED TREES - FASTER TCP AND BOTTOM. REMOW BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED I REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ME YEAR. 15, ME NEED FOR SOL AMENDMENTS SHALL BE DETERMINED UPM SM SOIL CONDITIONS PRIOR TO PLMMNG. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR ME NEED OF ANY SOL MENOMENTS. I6. BACKFILL SOL AND TOPSOIL TO ADHERE TO MN/DOi STANDARD SPECIFICATION 3877 (SEI -ECT TOPSOIL BORROW) AND TO Y EXISTING TCP SOL FROM STE FREE OF ROOTS, ROOKS LARGER THAN ME INCH, SUBSOIL DEBRIS, AND EARGE WEEDS UNLESS &MOH ED OMERWSE. MINIMUM 4' DEPTH MESCAL FOR ALL LAWN [BASS AREAS AND 12" DEPTH TOPSOIL FOR WE SHRUBS. AND PERENNIALS. 17. MULCH TO BE AT AL TREE, SHRUB, PERENNIAL. AND MANTENANCE AREAS TREE AND SHRUB PLANTNG BEDS SHALL HAW DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOW MULCH TO BE USED AROUND ALL PLANTS WITHIN NRF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAW 2" DEPTH SHREDDED HARDWWO MULCH. MULCH TO BE TREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE MPROWD BY OVMER PRIOR TO INSTALLATION. T EDGING TO BE COMMERCIAL MAIM VALLEY -MEW BLACK DIAMOND (OR EQUAL) MY EDGING OR SPADED EDGE. AS MDICAMD. POLY EDGING SHALL BE RAGED WTI 9100TH CURVES AND STAKED WITH METAL SPIKES NO GREATER MAN 4 EMT ON CENTER WTH BAY OF TCP READ AT CAME FOR NOW£RS TO CUT ABOVE WTIWT DAMAGE. UTILIZE CURBS AND SMWAIR$ FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PRONDE V -SHAPED DEPTH AND WOTH TO CREATE SEPARATION SETWEN MULCH AND GRASS. INNADVAL TREE, SHRUB. OR RAIN -GARDEN BEDS TO BE SPADED EDGE. UNLESS NOTED OTHERWY. EDGING TO MATCH EXISTING CWDITCNS (WERE APPLICABLE). 2. ALL DISTURBED AREAS TO BE SODDED. MUMS OTHERMSE NOTED. SOD TO BE STANDARD MINNESOTA MOM AND HARDY BLUEGRASS MIX. FREE OF LAW MEEDS AHL TOPSOIL AREAS TO BE RAKED TO KNOW DEBRIS AND ENSURE DRAMA£. SLOPES OF 3:1 OR (REAMT SHALL BE STAKED. 3. PRONDE IRRIGATION TO ALL PLANTED AREAS ON SIZE. IRRIGATION SYSTEM TO BE DESIGNIMUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PRONDE SHOP DRAWNGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATOR SYSTEM. CONTRACTOR TO PROMM OPERATOR MANUALS, AS -BUILT PLANS, AND NORMAL PRO',.'RAMMING. SYSTEM SNAll BE WNTERGZE0 AND HAW STRING STARTUP WRING FIRST YEAR OF OPERATOR. SYSTEM SNALL HAVE ME -WAR WARRANTY M ALL PARTS AND LABOR. ALL INFORMATION ABMT INSTALLATION AND SCHEDULING CAN BE OBTAINED MM THE GENERAL COATRACTM. 4, CONTRACTOR SHALL PRONOE NECESSARY WATERING OF PLANT NAMRIALS UNTIL THE PLANT IS FULLY ESTABUSIED OR IRRIGATOR SYSTEM IS OPERATIONAL. OWNER OPLL NOT PROM£ WATER FOR CONTRALTO. 5 REPAIR, REPLACE, GA PRONCE SW/EEO AS BEMIRED FOR ANY ROADWAY NDULEVAD AREAS ADJACENT TO THE SM DISTURBED DURING CMSTRUCTM. 6. REPAIR AL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. VARS 4£ IETAX —2'. Entrance Monument / Pier Detail fr ANA WT MISRR£CM0 BRANCHES. FROL O¢ CONTRA LEADER. try. ,jam( GUYING AND STAKING AS REWIRED, FOR ME (1) n. ON AU- LLDECIDUO S AND CONIFEROUS MIDES DECIDUOUS TO' STAVES Y ABOVE GROW ] tl= (MAK) ON TO HNST ORNROI. W j� BOTTOM O STAKE }SIMM.) BKM rnamD. STAKING .. 8. POSTS TO BE 2'X3' STMNED 71 'CC ACKO OR PAINTED STEEL - OUNEATOH POSTS. PLACE 3 POSTS EQUIDISTANT AROUND T AND WT9.F . BNL 4OWi MEL TG . MM 16' LNG POIiR(IPYILw OR MMONYIENE Q MIL. I.5' NOTE $TRAP. ' RAM AMO1. MATH A5 SPOOFED. OWR PLANT TTS - Fe W NOT ARE AGAINST IRIMK FOM 3" DEEP WATERING BASN. - _ BACKTLL RANT AT WITH SRGEIED BACKRttI SOL. SCURFY GOES AND 8077 O HOE. REFER TO MORGAN STANDARD ER xGNSER1 STOCK FOR NIMMUM ALL 53E. ROUT RARE TO R PLANTED AT R NEAR FINISHED ORWNMM, SO ROOT BALL ON UNDISNR%0 suBSOL OR CO PACTEO YJI MOIw MATONG TREES NATIMA KRO ROKE MTM M9+ED SM GAR. N.T.S "E EVERGREEN TREE LA29 PUNTING T EDGING TO BE COMMERCIAL MAIM VALLEY -MEW BLACK DIAMOND (OR EQUAL) MY EDGING OR SPADED EDGE. AS MDICAMD. POLY EDGING SHALL BE RAGED WTI 9100TH CURVES AND STAKED WITH METAL SPIKES NO GREATER MAN 4 EMT ON CENTER WTH BAY OF TCP READ AT CAME FOR NOW£RS TO CUT ABOVE WTIWT DAMAGE. UTILIZE CURBS AND SMWAIR$ FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PRONDE V -SHAPED DEPTH AND WOTH TO CREATE SEPARATION SETWEN MULCH AND GRASS. INNADVAL TREE, SHRUB. OR RAIN -GARDEN BEDS TO BE SPADED EDGE. UNLESS NOTED OTHERWY. EDGING TO MATCH EXISTING CWDITCNS (WERE APPLICABLE). 2. ALL DISTURBED AREAS TO BE SODDED. MUMS OTHERMSE NOTED. SOD TO BE STANDARD MINNESOTA MOM AND HARDY BLUEGRASS MIX. FREE OF LAW MEEDS AHL TOPSOIL AREAS TO BE RAKED TO KNOW DEBRIS AND ENSURE DRAMA£. SLOPES OF 3:1 OR (REAMT SHALL BE STAKED. 3. PRONDE IRRIGATION TO ALL PLANTED AREAS ON SIZE. IRRIGATION SYSTEM TO BE DESIGNIMUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PRONDE SHOP DRAWNGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATOR SYSTEM. CONTRACTOR TO PROMM OPERATOR MANUALS, AS -BUILT PLANS, AND NORMAL PRO',.'RAMMING. SYSTEM SNAll BE WNTERGZE0 AND HAW STRING STARTUP WRING FIRST YEAR OF OPERATOR. SYSTEM SNALL HAVE ME -WAR WARRANTY M ALL PARTS AND LABOR. ALL INFORMATION ABMT INSTALLATION AND SCHEDULING CAN BE OBTAINED MM THE GENERAL COATRACTM. 4, CONTRACTOR SHALL PRONOE NECESSARY WATERING OF PLANT NAMRIALS UNTIL THE PLANT IS FULLY ESTABUSIED OR IRRIGATOR SYSTEM IS OPERATIONAL. OWNER OPLL NOT PROM£ WATER FOR CONTRALTO. 5 REPAIR, REPLACE, GA PRONCE SW/EEO AS BEMIRED FOR ANY ROADWAY NDULEVAD AREAS ADJACENT TO THE SM DISTURBED DURING CMSTRUCTM. 6. REPAIR AL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. VARS 4£ IETAX —2'. Entrance Monument / Pier Detail fr GUING AND STAKINO AS REQUIRED, FOR CNE (1) K.1X ON ALL DECIDUOUS MA CONIFEROUS TREES'. try. ,jam( TCP STAKES 5ABOW (MONO (MAK) ORi0 HEST MRANOI, BOTTOM O STAKE S C.) BELOW GRIND STM01f POSTS ] tl= To W 2'cY VARIED WOW M W j� PNNTEU STEEL QEUMEATCR POSTS PLACE 3 POSTS EWIOSTANT AHOND INC WTSOF ROOT BALL SECUNC 71 'CC WE TO POSTS WTH IRI LNG PoL%RLYtt£NE ON _ PCTf fXYIFTE. 40 ML.. t.5 HID STRAP. DECIDUOUS TREE PUNTING MULCH. OP. AS SMECEM RANT RTS - W NOT RE I TURN CUP WARRING BARN. ILL RANT TT WTH WORD LL SOL. ly SRS AND RG,N O HOF. TO AMERICAN STMAMA FOR BY STN[ FOR MINIMUM BALL ROUT RAE TO BE RANTEG MSM MISHOU ONOMDLIIIE. SM W NIM 1 2 SHRUB PUNTING IXB CEDAR LRDSSMEMBERS x-12 �4XrO CEDAR BEAM O.C. 11 TAPERED CAP TAPERED CEDAR COLUMN B II TAPERED CAP RECE53D FLAT PANEL' NRAPPID ! PAMTEO SEF DETAIL PLAN D Pergola Detail EIS' SET SOL MASS .0 BARRIER FABRIC. E110 ALL PLANING BEDS WTI KWOHEO OCCUR WHERE ADJACENT TO "M AREAS, SCES AAD MRTOJ OF RANT RT WM 4EOFIED SCA- ". �Ma1M.rMFMWIa OM1 Wy °•F �F�RJ�`NN�MW�rF�u LFAA I I � Ryland Homes WWIWI v..M. rMMM P Prtuie, NN, SAN NWwoad ��— WM. Oil"Frr Nom RFAOW CLMTMNDR. SFT SPL MASS ON COIPACM` . MWNC MATCHING PERMIN ALS NATURAL O CURD NE .. Fw91E0 SITE GRADE. ALL PERENNIAL PIUM'. WDS SHALL RECDW Y COMPOST MULCH. EDGE ALL PLANING BEDS M + SPECIFIED O WERE A UACENT TO LAW AREA' WLIWTE TO 10' MNINOR, SC. ADRs AND wMCA OF Nq �8 BACKFU PLANT RT WTI 1/4 PMF COMPOST TO I PART EN51NG 1WidL. WELL AXED, N.T S. PERENNIAL PLANTING U26 Southwest Village LAtent ReWLba Date 06/01/13 GAH,08/01/13 9 14 OF 18 Landscape Details and Notes ftstw d Profession Se ce% Inc. Es�rv�ir�M WY VJ., 0A vr�ssor® IIS ��rrryr yrr� Trb�� aHies�r4Yb�JwO� R�uW I ori 08/01/19 a Jft U19 atr FHS Ryland Homes 9$99 Magnan Drive Flu Pnide, 1 5534a IIIIIIII Southwest Village [TznM1aw�m. Ninnenu Cdl b H Wore digging: 811 M c011811.COM I man Ground Nl nce Latest Revision Date: a9/m/u 0 08/01/13 ss. 15 of 18 Details C2013 Westwood Westwood ...wem metes �.dl mlry Nea pnseYa yes r.� .pwrr �.`ry �rnu®lu IPepaced for Ryland Homes 1599 A gr Drive F I reinc is , 5 Call 48 Hours D fare diggl g, 811 or cd1811.com Cmmm Ground Affiance Latest Revision Date OB/OVt3 SouthWest w 08/01/13 16 or 18 Village D�a;;g Westwood Professiaod Smites, Inc. 1. L. a.. I. ... a.. a.. t. .. \.. \.. ... 1. a.. ... L. a.. e.. a.. aA SITE LIGHTING PHOTOMETRIC PLAN 1 scALE: 1 L14ENG Lulerrelra SfllOb .Vfrl �r��P\�Y��I a I LumNO Label Z SymaEl pl'VArtaxprrae 12 Lmlens LLF DesapU. 0 X2 SACKAACK 5200 0.750 1 MCI-F138i4B4CAC-70HPSOT-LV-A3052A?4324FA-124R4L9011 2 1 F5 I SINGLE 13450 0.750 FCA55D0335WT838 s Fe 0.13 8.8 00 NA NA.StaMM 1 e Fc 0.68 32 0.1 6.80 32.00StetAfea2 aA ew _. . \ 0.69 3.3 0.1 6.90 33.00SOrtArea3 e Fe a.. w. e.. la 0.1 7.80 � ce . e 4 3.7 e e.. e.. e, e ce e e. e. 0.1 •gym •� 1. t&tAreaaSa ,mw 4I I. •° v. \. a.. e.. e a. \. 1 e.1 M.. ma.. e.. 1. e. a.. , -i l.>-)u-ta .. �.>_ j. •. .. A.. L.._e \a w. 1. e.. a. �._ �._a.J a. a.. ,.. \_. \• a.. e. _. _ to 1. 1. .. e. e. e X 02 1 \.. . a.. e.. e.. . 1. e.. I BtatAtea 1 StatAtea 2 9tatllrea 3 I a.. e, a.. e.. w. e.. w. aA eJ w. w. 1.. e.. 1.. w. a.a a.. . p . a.. 1. e e.a a.al L 4eJ �. l.. _et y -L a,L e.. \_. i. _e. \_. a_ a a._e.. e.� \., e.. ♦. _ e.. _e.. a. s.. -- e.. e.. w. \.. I\.. e.v a. %. i. \AN \. 1. e:. a e.. e.. 8 • E�+8 8aawY 8•.m.S •sa 8� Y sa Y•.m+' m E!�+8 m 8,ma8 .wz y.• aA \A 4 1 w. a. . a.. .. -ab a \A \• -n 41 e.. a.. n., a.. Stlnea 4 e.o a.. e.. e., e.. n.. w. w. a.. e.. aA L. e.. \.. L. e.. e., e.. e.. e.. \.. \.. w. e.. w. 1. \: e.. e.. a.. 1.. \.. e.. a.. e.. 1. a.. a.. a.o n.. a.@ e.6 e.. e.6 e., a.. e.. 1.0 a.. e.. e.0 e.a e.o a.c a.. be \.. SITE LIGHTING PHOTOMETRIC PLAN 1 scALE: 1 L14ENG Lulerrelra SfllOb .Vfrl �r��P\�Y��I a I LumNO Label Z SymaEl pl'VArtaxprrae 12 Lmlens LLF DesapU. 0 X2 SACKAACK 5200 0.750 1 MCI-F138i4B4CAC-70HPSOT-LV-A3052A?4324FA-124R4L9011 2 1 F5 I SINGLE 13450 0.750 FCA55D0335WT838 Calulaa. S MM" .Vfrl �r��P\�Y��I a I LumNO Label Z 1 X2 12 2 X2 12 Lafltl 12 Urns Avg Mu Mb AVWW MaxRAnCelcMs s Fe 0.13 8.8 00 NA NA.StaMM 1 e Fc 0.68 32 0.1 6.80 32.00StetAfea2 MJtumjnwmFc e Fc 0.69 3.3 0.1 6.90 33.00SOrtArea3 e Fe 0.78 3.5 0.1 7.80 35.00StatAfea4 ce Fe 0.85 3.7 0.1 8.50 37.00SWAM5 ce Fc O.T 6.9 0.1 7.70 69.OD Llminaire Location St®ary .Vfrl �r��P\�Y��I a I LumNO Label Z 1 X2 12 2 X2 12 3 X2 12 9 X2 12 5 F5 6 F5 4 4 I ". IaiO.aweeweep� Y.4Yc .e W2iWOOtt wwwee �4ama .Vfrl �r��P\�Y��I a I 4Y� �4 w�AIOE Ryland Homes 7599 Aru Drive I --T^ �n Fdaa Peeiri . MN, 553H �-- I �� I Cu him eir 1J Mm Mn N� W as.l➢seYaeeaBa cde On -Site Lighting 8 Survey, LLC> FN: � Iw 1--;-: w LIGHT FIXTURE POLE PAINTED FINISH 12' CONCRETE POLE BASE (24" DIA) FINISHED GRADE SITE UCHTNG POLE DETAIL SouthWest Village Call 45 Ham 5efore Egging: 811 0f cW811.com Comm. Grana Miooce 0' 30 60' 90' Latest Revision Date: W/m/13 ., 08/01/13 se.m 18 of 18 Lighting Plan mom moa ieoa ...e.. L 7 il IL L] q L C. t/1 U Prepared for .r.u.rr �. �ertuw m.k Ryland Homes 7Ml9 Asegnooa GA M. We v o..r 0.iw. Flan Prairie, MLJ. SS1M bee e)mnma Cdl AB Hoa.s bebe digiting: 811 w c011811.c0 Common Gound M6ance Development Data Existing Zoning: PUD Prwcsed Zoning: PUO Iotof 51e A. 2.75 ones robot Moth-Fvniy Lots J .,,it. Goss Density 1.38 ac/un Zmtng Stwdmds: Front Yard Setback 10' to Lynon HOW 20' to all oMn ROW Budding to 8u2dvig Selbock 25' mkn. Minimum Gi.<tay Length 20' to bock of curb Mo+fmam Hord Surfso. C..90 50X Proposed Hord &i1ill a Co.erage 50X (e/9000 of of Outl01 B, SWMKSF 1M.LAOE atlocpted as Po„ voce Repoked Off -Street Porkk19 .25 stoNs/unit (70 stills) Pronded Off-Shttt Parking 10 shoos street d/mtnsrons listed reference bock of Garb All streets t0 bone curb and guMer Os por City slondords Goinoge and ulldy eassns,ts snort be provided os reguiel by the Gly Me lot dinmsfans and oreas an this Plan we obol-imots its" to the Fnd Plat and wpportkig dato In iia f /01 denensions and preps. Utilities lhol ore spawn we existm9 utuilies. X O' 30' Go, 90' 7 7 01.dry 0.m 7/17)=3 IlIllee 1 w 1 Chanhassen Townhomes PPelialinary Plat (7ubAa ' Afibnsola ;CANNES 7 SOUTHWEST VILLAGE 2ND ADDITION IfNOW ALL PERSONS BY NESE PRESENT@ mot The Ryand Goup. Inc. a Mayland corpwafian, owner of the folfodng descrAed properly sdoolsd in the County of Car,. Stale of Minnesota. to eit.. Wtlat C, SWMST NLLACE, according to the recorded plot /hereof, Cwwr Carnty. Minnesota lbs caused the some to be surns,d and p,.Ifoa os SWNW5T MLLACE 2N0 Aa%MN and does hereby donpte and dedicate to the public far public use foraw the drainage and utility as created herewith. In witness whereof said Rte Ryand &mP. Inc. a Vor iond co pceptian, has Paul these presanfs la be synod by its pope+ orr<ers this day of NE RYLMD (NWP, LNC By Its STAT tY LMNESOTA C"" LY The rnegohq nstrument eae pcknowtedged be/ a me this it, behalf of the cnp.tiop Notary Public. CounfX Minnsmb My Carom,.,. Expires day of20_ by al the Rb yland ap, bc. Maryland coporotkn an I, Craig W Morse, do nrMy, Prtify'hot this plat was prcpurLd by me n under my dkect superdsian: (hot I ann o duty Licensed Land Surwyw in the State of Minnesota; that this dot is ecf represmtotian of the boundary surrey. that WI mothpnbh hi data and Iabds ple car ecay designated an this plat. that all monuments depkted an this plat nave been, or NI be cvrecfly set within one year. that dl water boundaries and wel lands, as dermed in Minnesota Statutes, Section 50501, Subd d os of the date of 'his certificate ore shoen and labeled an this plat and dl public wogs are shown and loaded an this plot. Dated this _ day of 20_ 6aiq W Mase, Licensed Land Surveyor Minnesota License No. 2W21 STATE LLB MRNESOTA CdNTY 6 hfr N paIX Ids stmment w knoeredged benne me M Nolory Public, CountX Minnesota My Commission Expires L by Croy W. Norss,. ne-n a CITY Cl'YRICA.. PTY Lkc CNAWASSEN. MINNESOTA this plat of SWNWST MLLACE 2NO A MN eas approved and accepted by the City Cauncd of the City of Chanhassen, Minnesota at P,/, meeting /hereof held this day of 20_ and said plot ism campllonce a t" the pmnislans of Minnesota Statutes Section 50503, Subd 2 City Cpanc9. City of 5hanhassen. Minnesota By By CWWTY S WYX. C evr Ca al, Mkuresofo Pursuant to Chapter 395, MAnesofo Lars of 1921, this plot has been alWronM this _ day ar 20 Jahn E rrernyr, Caunfy Surmya i=AifY AMR)ff-IREASL . Cow C IX Mimuneo I hereby c>lify that b.es payable in 2O_ and pin Leos have been paid for land described an this plat Lloted this day of 20_ Laurie En9ell County Auditn/➢eosurr CLA.NTY RECORQER, Car. C lx mel-becta 2O� of I hereby certify that this plat of SWNKSr KLAa 2W ABp was Mad this any of a'clnk M. os Oacumenf No Mask Lundgren. Cor— Caunty Recndn Westwood Professional Services, Inc. IZAIMNmCu S1161 : of 2 11.11.. I i M DS36-310 �8�9ggg 0� 585°'9'I2'Ie 8 rBJtl W Z NAW 22W 22 W -m L$ /Ifi156 22 W N89°59'16,w 314.03 YLW - 8 Bt��2pE 10-59 'IV 60. t1 Nb9°59'161 e0.'} 6 a 5 ' g i Y Z �- 3w $ A 1 NBi•W'" g 60.12 � M9J°M'W1 1 7 1 Nb9'S9he W'l o I R N®°59'16 a 6¢.} R 8 g 2 N�•19'1fi160.N 8 ^ g 8 1 N69°39'IB II 6¢I} 8 b f NeD•s9'rb1 so.'} 8 f_ 2 I200 T2W xiW NAW I2W V. L- l2W T 8 • -f¢ LS pb'S5 $h W'2 V L e W9°59'I61 W42 ^ 1" NBD•59'1fi'Y �o N8 4 2 8� ^ g8 4 _r m NBD'Sl '16¢'2 a$ Ne9°SDYB160.2 \\ 8 _` N89°59Y616¢'} I ^a $ h 8 0 2 ^ m. LS /16'56 88 8 8 6cde feel 5 fie Iresf line °f O tl°t G SWMWST €" 5 16 N99°59'Y .12gEe N99.59'Ib16¢tl owa NS➢•59'IfiY W'2 £ i� s E s $ 5 8 6 8 b d 8 6 8 '3J C R NB9°59'21T 1 Sb}I Nb9°3916"e e¢'} 8 B w- IIN°59'161 - - E412 M69°391bY W'2 - 'Ylil• shy. L. v OVILOT A N69•59161 W.2 `2 LNl a6 war} m -'°_aa --'e— .'411b Nb9''l''fi1 amt w S 25 41461 11 25 V101 1 23 - NAW 22W 22 W }AIS 22 W 22 W YLW 8 ^o 6 a 5 g i Y Z �- 3w 4- 5 a 1 7 $ $ S 8 $ 6 8 xiW RW 22W 2425 I200 T2W xiW ,XIW llW llW NII I2W 22W NAW 8 ^o � a na ,S Y 1§ 2 3 4 .- 5 6 n7 $ 8 8 -f¢. LSM. 8 NAW I2W V. N25 l2W V. JOW a.iln.,.. rOv,.�..,..✓ ,.11..✓„ T .,r ,. 110- .,, SCANNED Westwood Professional Services, 11K fLl. l3 /Ib'M ^o na ,S ' 87)150 - 4-11615'1,- 8 -f¢. LSM. 8 J1.62 d • -f¢ LS pb'S5 $h e H �o �CZv _r m W h \\ _ h 8 0 2 m. LS /16'56 6cde feel fie Iresf line °f O tl°t G SWMWST NLLA(Y is ossumed to bsw N 00^0172 w o Denotes 1/2 I Ch by 14 mn Yon monument set and morked by License No 21021 • Denotes monument found and m¢hed 6s 'no- SCANNED Westwood Professional Services, 11K TO: CAMPBELL KNUTsm ATTN: CAROLE HOEFT 317 EAGANDALE OFFICE CENTER 1380 CORPORATE CENTER CURVE EAGAN, MN 55121 RECORDING FROM: Crrr OF CHANHAssEN ENGINEERING DEPARTMENT 7700 MARKET BOULEVARD PO Box 147 CHANHAssEN MN 55317 I m S eq /3 -Iq Enclosed the following for recordation: Enclosed vPlat Mylars F*ffigkft�) no larger than 22" x 34" "1ax$ q5 N09R);oA- Loeb CLOY, rbree, I"= 200' scale paper copy of the final plat (one copy each t�r Carverrco�unty -= (Atdn / uditor, Assessor and Surveyor) Yr 6d L'� ,c rv% I& (S Signed Development Contract trFfiyy W0{d �IMortgage Holder Consent to Plat ��O'tiuQtt /,Mortgage Holder Consent to the Development Contract Ix"arranty deed (if deeding an outlot to the City) ements: Other: & i e P ICLr\ AA r" YVwA4 - v A recent copy of the title commitment. eww. 4" QtLebws[� t1�Copy of resolution approving final plat. Q The City of Chanhassen has received the following, as required: V Final Plat Mylars ("City Copy') q/ 1" = 200' scale mylar reduction of the final plat L0� 1" = 200' scale paper reduction of the final plat (with street names and lot and block numbers only) Security: $ 54 6455b from name) b�fL`ash fee: $ J9 2) � I q % ftY/Digital copy of the final plat in Axf and .tif formats (.pdf compatible) in Carver County coordinates _electronic Copy of Drainage Model Develops as been notified that the following must be done before the plat can be filed: Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. SCANNED GAENG%plat recording chxklistAm b� CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Q Application of Ryland Homes for Preliminary Plat to subdivide 2.75 acres into 38 lots and I outlot — Southwest Village 2m Addition, and Site Plan Review for the construction of 4 six -unit and 2 seven -unit townhomes — Planning Case 2013-19. On September 2, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ryland Homes for the following: Preliminary Plat to subdivide 2.75 acres into 38 lots and 1 outlot, SouthWest Village 2" a Addition. 2. Site Plan Review for the construction of 4 six -unit and 2 seven -unit townhomes. 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 Planned Unit Development District. 2. The property is guided by the Land Use Plan for Mixed Use. 3. The legal description of the property is Outlot C, SouthWest Village. 4. Section 20-110 Site Plan: a. Is consistent with the elements and objectives of the City s development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Is consistent with this division; c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creates a functional and harmonious design for structures and site features, with special attention to the following: SCANNED 13 —ILI rl An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and the general community; 2. The amount and location of open space and landscaping; Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Section 18-39 Subdivision 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 stone 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; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record. 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 dedicated and improved public streets. Lack of adequate sanitary sewer systems and not ISTS (individual sewer treatment system). 4. Lack of adequate off-site public improvements or support systems. 6. The planning report 2013-19 dated September 3, 2013, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Preliminary Plat for SouthWest Villager 2d Addition and the Site Plan for SouthWest Village Townhomes. ADOPTED by the Chanhassen Planning Commission this P day of September, 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman CITU OF CHANHASSEN RECEIVED AUG n2 2013 CHANHASSEN PANNING DEPT c leort wn G( `6:6 PIfGM—\I `Cll'W6!!Kry CHIIIiIEa. RP� (l ------------------------------ OV REAR ELEVATION V aur. w• . r -m• • tem tar DETaR e a• cam T101 mao.'ED OI TLp 6i•t1�lp'1 r ��ee ryTW � u autnLee. m.-- C ALL SIDING 'ASIDE ELEVATION �,• L eceLE: vr• . r.p I LL 10 TRIM DETAIL race arrL2o eG4L: VP . t4 I 'i i .'.. aTLTE %L fJP I � Ii 1 SIDE ELEVATIONw C,� 04 �cctwn*HM ewlrraEe. nv.� �m�naren euxo°n,TTn� I �6:e PRGN� imw'elvaoc I I evlm�m.s �-w'rrcu •mrL e.urF � eloen. m. c _� �s.v'rtcu uaoToraaL er w�inw. +ern.\ oeraa N eTou: BILL csr � - -- 01 FRONT ELEV. 'A' I I—wumre°emue� i 1 I I fPrIC ICIM.`Mf WF 6 anv�YYL ` •I I I RISE a i i j i i nue-y// LI 1 L___ _J I L QI y _J ROOF PLAN 'B' T ROOF PLAN 'C' .^ w•.I•-p 0 9 earn W.r. �OPE�� 8[XFT HORIZONTAL 50Ft' T 'BIRD -BOX' TRIM DETAIL 1� I QY eme. 6Fi; -_ .ace arwm - - - aT. 91LL f2!• � - — OA FRONT ELEV. 'B' L rxe, sro• . re c c LLhVA I {UNS ------- -- _J O� FRONT ELEV. a�Ctr OS AT 'C° ONLY o m up�myva�o a a utaEti�= CITU OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PLANNING DEPT GENERAL PLAN NOTES. L ALL INTERIOR WALLS ARE 3-Y2• U 96 NOTED OTHERUSE ALL NTEFSOR WALLS TO HAVE A' GYPSUI BOARD. ALL CEILNGS TO NAYS 5/a' KRECODE cl Po BOARD. ALL ANGLED WALLS ARE 45 DEGREES OLESS NOTED OTHERUSE. 2. ALL EXTERIOR WALLS ARE 6" W ESS NOTED OTffRUSE. 3. CQ4'IW WALL F T ALWATS HAVE 5/S" TYPE -' - GYFeU"1 BOARD ON BOT" SIDES 6 ENTIRE WALL 4. E"ADED WALLS INDICATE INTERIOR BEARNG W416 YYI%b STUDS • 16" OC. W/ DOLE TOP FLATS. ALL NIEdOR LOAD BEARNG WALLS (6HLUlJ "AT-11ED>TO HAVE 5/8" TTFE "X' GYF'Rl'I WARD EACH SIDE 5. ALLWINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (1) 2X6 WN° PLN PLATE AND (I) 2X6 JACK ST EACH END UNLESS NOTED ORERUSE. 6. ALL PONT LOAD SUPPORTS (JACK 6=5) TO M CARRED THROUGH EACH FLOOR LEVEL AND "AYE SOLID BLOCKING IN P-OOR STSTETI BELOW 1. ALL BATHRCOT FMD TO INE VEP2TED TO EXTERIOR S ALL CLOSETS HAYS (V ROD .YID (V 6.ELP UNLE55 NOTE- OT"EIRUISE 3 ^E G(.BNET `JILP DRAWLS FOR CABINET SIZES fVJD LAYOUT. 0. ATTIC ACCESS To DE 22'X30` ul c65 NOTED OTHERWISE. IL TOM- BARS I TED 54' AFF AND TOILET PA IOLDERS ITgMED 24' AFF, U. LP STRIP ALL CONTROL JOINTS N CONCRETE SLAB, AS REOJIRED. a. ALL WOOD N CONTACT WT" � To BE PRES5U(L- TBATED WOOD. PLAN NOTES KEY. L UA -LS CONTAIN POLY, pffl( AND NOVLATIQI 2. HATCFEO AREA INDICATES EXTENT OF O" CEILNG DROP FOR FECHANICA- DUCT U 32x& S= KNEE WALL UI/ PTZ<� TREATED PLATE. ON 3' H. FO.NDATION WALL 4. GTF LAYER OF GTPSWT BOARD. S. STAIR 1£ADER EXIENOS ACROSS ENTIRE STUD WALL TO NSIDE FACE CF CQ`1TON WALL .erz ercen I rtr qr Ix meF9arz S. F. CALCULATIONS OPTION 6 BASE OPTION W NIS"ED DSM. 36I 6F 43 5F FINISIED BSI'TT. 52 SF 365 EF FIRST FLCOR 9Ti SF 550 SF UY DAT SEOOND FLOOR 914 SF 333 SF W2 BAT GARAGE 493 SF 493 SF TOTAL FNI51$O 1937 OF 22M SF OA BATHROOM OPTION �F $GALE. 1/4• . 51/2• �TRdNW'1 M.r I I1�51/J• PARTIAL LOWER LEVEL PLAN AT FINISHED BEDROOM, DEN OPTION 03 .____ VA' 01 'T TRgL•CT1 mu RPT" of Fa]Irsr, G aNDIDR:D To n] a{ auw RECREATION wr uu 1., ALC : NAILS EA FAE Q {pp N'OYP m. YJCO Q^R UV 3016 TOE O IMTI 6 cARPAt 6 ry an awo m day. aTlDa rt. J1. V2. ^C(v n, x>e TOR � 3'-I" • 3'-I' wDl OF �,lN.1 Sl (IED ron,].. 6,ma(rLLL Hr).vt4] V]•GYPm ON 2z4RSB,[i'W onAl.�M�]6- ° nJzr spa KA NAl9 FA FACE T a 'T TRgL•CT1 mu RPT" of Fa]Irsr, G aNDIDR:D To n] a{ auw UV 30 IDE wr uu 1., ALC : NAILS EA FAE Q {pp N'OYP m. YJCO Q^R UV 3016 TOE O IMTI TO [Nli WYL aTlDa rt. J1. V2. ^C(v n, x>e TOR PrFT O11D9 r .lo. (]'3x6JACK9 PARTIAL LOWER LEVEL PLAN ° a AT FINISHED REC. ROOM OPTION I •� I e) 6 I I � I I 3G e� ]r Lvmwmr„ I I ^ I I I JdL%y,rrP. I © — -- --_ - ._ � I Ig I I f 66 NAns. r•oc •' ? .,__- e I I a.e rxT roeT m 2z I I oe a.s FnT Iroar uv -- I aMPe'ASS I ---- b. AfiE.. wa, edea ---- T Poli aAOE eo)[-ane (2). SDX-Bl PJIO[II YV46T.BPL'0. I W2.6T'.RS.. FLIT ((z, ]4 JACKS Ar pJCp • n, M4 JY d, .BY. W41 LBy. WALL 511!1 ]'-31R 2'-3111 5 V2" y��P�H STIR" 2'-31R '-3 V2 51R" CETAL4&II'm 0 ELEVATION 'C' ELEVATION 'A' AND 'B' ly� PLAN DETAIL AT ENTRY CANOPY A/ SCALE: L_0" __ DECKJ 1 24'-2" 1 w nn-�I.Iz a.i4�mg `A, O11ID6 AT 5636 6LO5R FLEY. C' LNLf OiQG YENFEIi Pf. LD. A) 0TM AT-/ 01 STANDARD LOWER LEVEL PLAN 1 SCALE: I/4' . I' 0' W ca t J_ co z — z Z Q r LL LL N C4 TRgL•CT1 mu RPT" of Fa]Irsr, G aNDIDR:D To n] a{ auw TLL HTJ YY [{)16d.YLa IA 31 {pp N'OYP m. F62 TO [Nli WYL aTlDa rt. J1. V2. ^C(v n, x>e TOR PrFT O11D9 r .lo. `A, O11ID6 AT 5636 6LO5R FLEY. C' LNLf OiQG YENFEIi Pf. LD. A) 0TM AT-/ 01 STANDARD LOWER LEVEL PLAN 1 SCALE: I/4' . I' 0' W ca t J_ co z — z Z Q r LL LL N C4 CITY OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PLANNING DEPT S. F. CALCULATIONS OPTION D TION LBFMISHED BSMT. SF GMISNED BSER. IATTIC 5 SF FIRST BOOR "a00m \ SF W/ BAY W4WW SECOND FLOOR e 8 WJ BAY GARAGE Y 3 SFTOTAL FMIS EP 8 eF ureH,4 lI mFt. o= _.•sr. = vrnM • � tUKaa' • , -$ o�w. c3 HALL BATH HALL BATH '4 '.mom B. wn Fall 0 f851L e a ♦6TLLEB•e3/6 V]alii �.� WD30 � VGD36 n mr v{• rmn]T D.A. Tues • e Bna O O C O O C {-r ..ELEVATION uv vrr i n n SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION i FIREPLACE OPTION O O 3{ a O O a 16 2W-2' fiCALE:V4•.I'-0• Vaeem O g vaeem O ¢' . 24'-0 3/4' 4 x M. BATH 9 3-0 z It' l 3/4" II' -4• b' • 7c R M. BATH n c a m IE61L D' (1Cae Dm x 3 Dm v e ..ra d° ry ]r wle n)2.e XOR - ° - V to o < m -- •Q o m E BEDS 3 �I J°x{*RonLOEa C HASTEDROOM g MASTEDR001-I O - $' BEDROOI'l 3 STANDARD BATH OPT. 0 B, E ttD FLUSH BATHROOM PLANS 9'-4 1/4' IR 2'-4• S 9'-0' 05 6CALE: . V4'. I'-0' 4' < p i M FRAI FOR nm a IATTIC VETT DI1CT "a00m \ 1 d•`e`, i 9. e OPTIGNAL ` Y DIRECT vENT FIREFIAOE FRAME BOX 6 TO CEILING PLAN em - mFt. o= _.•sr. = vrnM • � tUKaa' • , -$ o�w. c3 HALL BATH HALL BATH '4 '.mom B. wn Fall 0 f851L e a ♦6TLLEB•e3/6 V]alii �.� WD30 � VGD36 n mr v{• rmn]T D.A. Tues • e Bna O O C O O C {-r ..ELEVATION uv vrr i n n SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION i FIREPLACE OPTION O O 3{ a O O a 16 2W-2' fiCALE:V4•.I'-0• Vaeem O g vaeem O ¢' . 24'-0 3/4' 4 x M. BATH 9 3-0 z It' l 3/4" II' -4• b' • 7c R M. BATH n c a m IE61L D' (1Cae Dm x 3 Dm v e ..ra d° ry ]r wle n)2.e XOR - ° - V to o < m -- •Q o m E BEDS 3 �I J°x{*RonLOEa C HASTEDROOM g MASTEDR001-I O - $' BEDROOI'l 3 STANDARD BATH OPT. 0 B, E ttD FLUSH BATHROOM PLANS 9'-4 1/4' IR 2'-4• S 9'-0' 05 6CALE: . V4'. I'-0' mmwlmSgl■m r am il'IIn FIRST FLOOR PLAN SCALE: V4• . T-0• 1 < p i nm a IATTIC "a00m \ 1 ZLL � ]' FILLI J 1 acwes ��Am��l\ m a '..R M. BATH \\ {D1 R \ BATH 6 IEall..' r14 506e BI -p •Wall \m` Y CL4 AT VAIYT. C .�� - - 9'-01/4• 4'-8' Dma DI -Page w{ '°"%" Ig C 9'-6 1/4' W-0' maX•I®. Cn __ rue LTm: .B- l B.0 $a / u'x am• ATQVMr AT AT OIILLMTO MASTER BEDROOM cAlsEr FV D � SITTING AREA (ICM-V4LLT ClC>CpD }(Q I rpq£T PARTIAL SECOND FLOOR PLAN / w �veuev � - ser rRNA _ iRA!1E THOS , OYHl RtYIBiG� I � ]� Ilpp TW.LO?I aT e'oc eT vaar oPTrar w '8• e -Twwau ocr 6!V pILYI =1 Y. r]J 13H' 9 VY Lvt uv nJ En em ]m rxJ Bmw l']�Lm T-2• 4T pQVJ' I— m WALLS r ' I _ p4T 1 AT.ro. Al T I >� �. c_ _ ^ -I r 6 YeD�.n CPF. = R 3/4' i NAL BATH mmwlmSgl■m r am il'IIn FIRST FLOOR PLAN SCALE: V4• . T-0• 1 < p i nm a IATTIC "a00m \ 1 ZLL � ]' FILLI J 1 acwes ��Am��l\ m a '..R M. BATH \\ {D1 R \ BATH I IEall..' r14 rr •Wall \m` Y CL4 AT VAIYT. C .�� - - n.owr. J ty{J A m 9'-6 1/4' W-0' SQ l B.0 $a / u'x am• ATQVMr AT AT OIILLMTO MASTER BEDROOM cAlsEr FV D � SITTING AREA (ICM-V4LLT ClC>CpD }(Q I rpq£T PARTIAL SECOND FLOOR PLAN / w �veuev � - ser rRNA _ iRA!1E THOS , OYHl RtYIBiG� I � ]� Ilpp TW.LO?I aT e'oc eT vaar oPTrar w '8• e -Twwau ocr 6!V pILYI =1 12 26 WR r]J 13H' 9 VY Lvt uv nJ En em ]m rxJ Bmw l']�Lm T-2• 4T pQVJ' I— _ J 1 AT.ro. Al T SECOND FLOOR PLAN A a 0 a a c= osn �'e$=w uE b aguE v7ep�neq; `o U }y UppE ILS-yL.Dp3 Fe �n.nF$�s itip` LL----�----------�JLuN MASTER BATH OPTION - 04 4 g// 3 ]•FLLy' ZLL � EI CTf-e'qG ATM�yI ��Am��l\ m a '..R M. BATH \\ {D1 i I S rr •Wall \m` I I .�� - - J ty{J 1 xXr 9 ]-]- m fILL B' Cir. AT valLr. SQ a.¢ oPr. u'x am• o TIe PARTIAL SECOND FLOOR PLAN P ILU 1/4" 4'-0" "u KALE 3A6'• . P_0• 0 J 1 AT.ro. Al T MASTER BEDROOM y -]w uai tats SITTING ARE -m J caDafr rtwn-VAtlT na owrJ �i I caw°ET C- zip- co 3 itip` LL----�----------�JLuN MASTER BATH OPTION - 04 4 g// 3 cl ZLL O 9RieJG AwEA rr µru+tla vOJ(Y- J ty{J 1 xXr 9 ]-]- fILL N SQ ELEVATION 'C' ONLY PARTIAL SECOND FLOOR PLAN P 0 KALE 3A6'• . P_0• CITY OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PLANNING DEPT .e•...mro.oumn _ _ _ _ arrow v�wm cz _ J _aJ 4 ca �1 °� TRI DEiI6 _J R.xx c -------- ------- ca c.0. I ------ ---------ca ceL -------- cn I M. n 1 Au AU Oi—If AI] 0 I `�i] Ate] I \ , MgI I I \ , I ♦g ° I Oh �� Y ¢us oh M I-- ffrFFlerNmw• I ��.a�Qarwsn I ,RJtprtmw"._. 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W --- --- sute: uo. r -m• --------- OL FRONT ELEV. •R• srsls s/Ia• . ra ------- - 03FRONTELEv. •c• ----J scat. vr•-r-R• 0 Q a iipp a F b tua Eno Ha O�ogU�. �5�aa�ans 04 FRONT ELEV. •D° 4 a W 40 J J H H W is3 CITY OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PLANNING DEPT L ALL INTERIOR U 1-5 ARE 3-VJ' LNLE55 NOTED OTNERNSE ALL INTERIOR WALLS TO NAVE I*' GYP51H BOARD, ALL CEILUA'aS TO NAVE 5)b' FIRECCDE GTP WARD ALL AN'aLED WALLS ARE 45 D ES UNLESS NOTED OTHEFW SE. 2. ALL EXTERIOR WALLS AIRE 6- UNLESS NOTED OTHERWSE 3. =1110N 1-1 1 MUST ALWATS HAVE 52' TTFE'X' GTI B BOARD ON BOM SIDES W ENTIRE WALL. 4. SHADED WALLS INDICATE NTERIOR 5E4WN8 TWILLS =x6 9TLD9 . K' OL. W/ DOUBLE TOP PLATE ALL INTERIOR LOAD BEARbG ulALL9 e9 WITCHED) TO NAVE 5/6• TTPE 'X' GY BOARD EACH SIDE S. ALL WNDOW AND DOOR HEADERS IN BEARING U ALLS TO BE U) 2X6 UV5' PLY RATE MID (1) Dab JAOC STUD EAOH END UNLESS, NOTED OTxEWw 6_ ALL f w LOAD &3fPGRTb (JAIX bTIDS) TO BE GFdaED TIA:VCiI EACH 0.008 LEVEL AND NAVE SMID BLOfXN' IN ROOK SYSTEM I ELOUI. 1. ALL BATHROO'I FANG TO 5E vENTED TO EXTERIOR S. ALL CLOSETS WVE (1) ROD AND (I) B F UNLESS NOTEC 0T 1`1136E. 9 SEE CAB.ET SIDP DRNUINC35 FOR CABR.ET VMS AND LAYOUT. W. ATTIC ACCESS TO BINL E 22'X30. 1Eaa NOTED OTHERWISE. IL TOIEL EARS MOUNTED 54' AFF AND TOILET PAF£RHOLDERS MIT. MED 24' A . Q. DP 6TPoP ALL CLNTT JOINTS IN CGNGF£TE SLAB, AS REWRED. B. ALL UIOOD IN CONTACT 1I CGNCFETE TO BE FRE65,. TREATED urxo. PLAN NOTES KEY. L ULA' 15 CONTAIN POLY. RO'.Y AND INaULATIp1 2. HATCHED AREA NDICATES EXTENT 6 U- CEILING DFUOP FOR MECHANICAL DUCT WORK 3.2X6 ST KNEE WALL W/ FRESSL c TFEATED FLAT, ON 3' 4, FpA4JATIGN WALL. 4. ONE LATER ON GYF'6U1 BOARD, 5. STAIR 1£ADER EXTENDS ACROSS ENTIRE STUD UWLL TO INSIDE FACE M CQFVRI WALL S. F. CALCULATIONS OPTION a ElA96 I D J N L 11418NED 5& IT. Vol SF 43 SF FINISHED SGM . 51 OF 351 6F FIRST FLOOR 960 SF 9T'3 OF W/ 5AY SECOND FLOOR 903 SF 50 SF UV BAT CvdRI+CaE 461 SF 451 SF TOTAL FNI6 ED 1914 SF 2250 SF 112' 0BATHROOM OPTION 4SCALE: 1/4• . 1'-0' ffi'9§ IXo HT1. (4) Ke NAIL. EA 'AI JAO(0 (2i a:a: Jacce. m. OI DOOR Il_ U- e� 4 MPOLN MY.]6-] b PARTIAL LOWER LEVEL PLAN ryq AT FINISHED BEDROOM, DEN OPTION OF/ SCALE: Via. . I._0• 3'-I• 5 iR" 5'-4 3/4'5'-6" G 5 in -Aft PARTIAL LOWER LEVEL PLAN aO NTA AT FINISHED REC. ROOM OPTION I I I t4 m ruAWNN W 9TA Arm rte D6 I6 ----- YM QY M GARA'L 01 3 In' 23'-2 Irz" 3 IL DIGI• MING V' R UTI I 3) sTme _y L a • ' f �`BCVGIG•d RJO $S //I � I Q DDA RGDL I4 �� L�I X A glpx pi Ti .R@AO APrl. eLTDG. aERtA rRve vE1-L NYL. HEADER F` R I D~ I P Iq IG R )' q'e SGFncT(Nvv6-]� 4'-51/4 3'!{3 N a (x8.0 GM ].e 3Tm wall. w F _— _ _ Km' %ar Gwoux 50. AT d RAKE uILLL <ik Wenn ANDceaIrK. 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FOOT W 3 In' 23'-2 Irz" 3 IL IAMIiM .6Eaa k4)13/4' a b" LVL EM A01 Wj _y X le. 1 1 PQi --I W K •WALL1. JADm AT •::)a 5 V1 ]'-3 V2 -3 VI S Irz' �, wR SIVS ]'-3 In '-3 In 5 Irz' DeruL.. sQ Been ELEVATION 'C' ELEVATION 'A' AND 'B' f11WUI I�}•PLAN DETAIL AT ENTRY CANOPY WW' `IBV 1/4'.1'-0' I 11 E E G I PEO6 J c L 24.-m. A50£ 1/4" 23--e in- I 1114 W-25/4' 16'-1 N" 3 In' 23'-2 Irz" 3 IL k4)13/4' a b" LVL EM A01 Wj _y L a K• a T M P' R $S II .R@AO APrl. eLTDG. aERtA rRve vE1-L NYL. HEADER F` R I D~ I P K .pp• 44- SLAIa !l a ].e 3Tm wall. w Ne• `,'k x L' Z m. AT REAR : %ar Gwoux 50. AT d <ik Wenn ANDceaIrK. ST RAA -,I i WGATIW I Be I `wuxxrs•N vwxrEv.LN'IT 3'_I' S 5- 4 5u 'bIIrII'R W-0 1/4' T().eeLrvrDuv. M9Y Ax]R0 ve NP 18 i DA e 'TE LIDREb G )E TILI p lc Ii W'A A- 'all el L_ R (xRRSB ig UTINISHED - STD n)x.lm Bam 6M ABV. vacR/ i 3'-I° 3'-I' TFANYII (R1L WDrN GF BTRT-, �NDIDTT p STIM 3 � yd(x) 1 1. �N�AILSS I!A VI'GTP. ®. q6 JO>B ENTRT FACE 1p NNF WrLLL P pg ; fL0Tm6 IDEPPM Il,CK3 r])].B TML PTLD' sox xiDBa I I � � I eTOE aGEBe 9 Pw T xx. LFCY8x5-Dpc FD + _ _ _ FACG LT LNRm TeEwr TD Pr. to L NIH'Jx aox aEeM xxord TO 6 W LEPIRNbVTOEMA, U/ e�See. DEr. 4 1Y41 EST R-RExlixtY B DMCPY DETAIL Irz° B' S N' Yi'-3 I 3 Irz' 3'-e Va• 0'-T VS' S'-5 3/4" g STANDARD LOWER LEVEL PLAN 0 1 SCALE: V4• . 1'-GY 31 e b oho. mv'owvE v "�O1�2etiF 0 t CO2 5W V J 2 IL w Z o .0110 LL L N 44 31-Y OF CHANHASSEN 13ECFIVED AUG n 2 2013 CNANHASSEN PLANNING DEPT � � N----RGED DEG -OPT- 34'_®"fE ENT FP VP 24'-0" 1HRNGH ]ND - I I/ FLS CHASE 3��. ``I AND roo 8 OPTIONA a FIF.£PLAGE FRAME BOX O GEIL tl�a PLAN D s' -s' f sxa�l si' WA iCK eR�T Room w4., e as BeP F gs $. BYRa1W ul AIn ig$Cm 'per a TWen e�l R<P•a°P'" ru.Ee • e ]w wm• p $ p a � c � F .a uV Va' GRTIR .•laeaP U t• m 4 1 •T ELEVATION rE ua p€ _ SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION 0 FIREPLACE OPTION g�g°gg aeg 3 FB�au€u`�s SCALE: V4' 1'-0- .ein.r. O°J1N een. I, It L_t— Rs m. w"'__ am aLnac r u R A91Illall 17 V _ J _ ad _ - .: �" N _ 3 OPT. ISLAND m 7 KITCHEN ELEVATIONS - 0 ■ er-ALE. V4" • 1-0" U ti y N Lu V SECOND FLOOR PLAN A, B, A C e Q 0 FIRST FLOOR PLANA 03 9CA,E. 1,4..1'-W o �- x£RL-6't1G T O 0 PA.t14i.m 0 Q O m LL ]/ WALL LL 113. :x "E "i` _m 4]'• - ULJfI) UI/(V j\ LA Z 'TYPE X G' X GTP THIS WALL WALL •R 5 5 IR' y� y t j 3'-b' 5'-0• L sZ N Q I V V4' MASTER _ A/ PARTIAL FIRST FLOOR PLAN B, Cl D 0 w PARTIAL SECOND FLOOR PLAN D 0 C MASTER BATH OPTION 0 ` SCALE: I/4• . I'-0" iF v7 S' -b IR" p 31R° 9 II i —xousG .�N•Tr °f)F LPE AH V. m n)3mi tLLLID 1 q EEE:'JE£f 43J RR1 (xJ1eN'.9 4-g-1 V m n)JAOG9 Ed .n T 3'-li 3/4' LIVING GNfILB� 5 P.T.YWDYV 36° I log 111 �I 01 GAId£T IK RAIL �EE OEIX� W ____ DEx41L bEEi � I 4' 0• s II• -0• ,^ Imp 10R. �� a �• - m H N � p $1 1\II--L-ri __.5 ILart i_ }•RPR � (BPRDL "l - m emPecN UH �p°%•'� Y i d' � C YV 41•K].b 10 O n 3._I. }. 0 5 IR" Huls wAu 0•- C _ _ 1 I a�xE.a�To eo�r•o�i 6 San MCWYLL YV LLO (JP I � YGa6aM-m'LSiL f11iY Sl �jD �RRR�t Bx• Oa moon INI — m eK 1 Ro. cAR=Er — yOJ 4 R C HaLFIIHLL uv � C m.rx, a ��tQ WALL V} nAs vALLET SET TRnB \ _ 3 1R' II' -T II' -4• 3 V}' I �• f3J M ICxL 6v£NEER (xl JAtx(8 El B0 J (31}W HDR 96 e sm m 4a nJ 3660 rt1.aLED1 1 H RATED ° }X4 M1 06 f]J 30So fI1LLIDJ $ �T= a }Xa ST1D L Yy EA 3' -NY 3'-10• LATER 5 Ed bIDE. IS S b'-5 VI' 4'-3 V4' 6'-e' 6' 4'-} I/4' 5 V} C GPRPET f� 4'-1 3/4' CARET m }4'-0' HaF+JHu uv °e`vD� sm6s el -PAM r HALL BATH = e Iff51L B n HALL wDSB O �. C � O L m 3'-I' 5' 4 pl I 4 r___1 M. BATH C RE91L e'!1G R ? Y rl ms � AT OOM u 5'-0' I 3 0 W. � m SIR" 1 ® '?II• aG r:r. fT+fIfJRCL 9 = MASTER BEDROOM ®w eri�R o n+cw-vAlt.TmonJ SITTING AREA B'-3 3/4' n V4 9 �^ 24'-0' � BALL:XM flLJff BTDD WALL V} nAs vALLET SET TRnB \ _ 3 1R' II' -T II' -4• 3 V}' I �• f3J M ICxL 6v£NEER (xl JAtx(8 El B0 J (31}W HDR 96 e sm m 4a nJ 3660 rt1.aLED1 1 H RATED ° }X4 M1 06 f]J 30So fI1LLIDJ $ �T= a }Xa ST1D L Yy EA 3' -NY 3'-10• LATER 5 Ed bIDE. IS S b'-5 VI' 4'-3 V4' 6'-e' 6' 4'-} I/4' 5 V} C GPRPET f� 4'-1 3/4' CARET m }4'-0' m nAs vALLET SET TRnB \ _ 3 1R' II' -T II' -4• 3 V}' I �• f3J M ICxL OL 1_M1T GIRDER TR66 \ l.p 96 se sm m 481 (L bb(GL p1.'F 1R38E6 nJ Le IOR ° M1 06 f]J 30So fI1LLIDJ $ �T= a }Xa ST1D L Yy 4'-6' b'-11 3/4° II' -0 V4' 3' -NY 3'-10• LATER 5 Ed bIDE. IS S pI BEDROOM 2 g 9 BEDROOM 3 C GPRPET f� CARET m }4'-0' HaF+JHu uv °e`vD� sm6s el -PAM r HALL BATH = e Iff51L B n HALL wDSB O �. C � O L m 3'-I' 5' 4 pl I 4 r___1 M. BATH C RE91L e'!1G R ? Y rl L _J �• 5'-0' I 3 0 W. � s•mAr vYLT. ru eK aG r:r. fT+fIfJRCL 9 = MASTER BEDROOM o n+cw-vAlt.TmonJ SITTING AREA n 'a rrLR•Er 9 �^ � BALL:XM flLJff BTDD OKIMI xRYE �T r v'mL br vxar GPr BTIE]B � Ar nroc. AT vAar GPr. -TWS WALL tTLT -TIBe meu tsar (LI N4'.9W LK d OJx.B wR uvm/ao(e EA 13D sw I']].Lm x e '77- m 5 IR' ]}'-10 In -0 SIR" }4'-0' WALL V}° 4" nAs vALLET SET TRnB \ _ 361 $ I �• f3J M ICxL OL 1_M1T GIRDER TR66 \ m 96 .$ECOND FLOOR YV n)JAOGS E4. EHJ _ 481 TOTAL FMISHED p1.'F 1R38E6 0 06 f]J 30So fI1LLIDJ I HpX2 RA �T= (3! aB IOR }Xa ST1D L 4'-6' b'-11 3/4° II' -0 V4' 3' -NY 3'-10• LATER 5 Ed bIDE. IS S 11'-5 3/4' l' -H' 4'-1 3/4' I }4'-0' S. F. CALCULATIONS OPTION • BASE OPTION USMISHED BSMT. 361 $ FMISHED BsnT. 51 S FIRST BOOR 96 .$ECOND FLOOR 903 MAY GARAGE 481 TOTAL FMISHED 191n CITY OF CHANHASSEIIIr RECFn Er AUG n 2 2013 C"NHASSEN PLANNIN(Q L)CPT 4 L I '�corsoslnw c.v nroa-� I C 9NWCiEB.M� C 16EE ran oETu�� r OC REAR ELEVATION J erxe. w• . ro SLOPED SOFFIT �WMZON NowzoNTAL 5DFF17 aa��Q dQa I A 6` i / 5.12 p " 0 G ROOF PLAN 'A' 3 'Be ROOF PLAN 'C' 6 07 rxe. ro•.re EXTERIOR TRIM KEY 2 'BIRD -BOX' GY GE M®l uwwFUA ua Evx�s xu TRIM DETAIL ' ♦ Ir lgAtlZS.1l11M • �� x/.LE. w' . 1'.0• �{^� ImTNTE 6161 _ SIDRG rvnee,u w nsaavn I ��BIRD-BOX' TRRi FLJSH tvuna+w abt0a'LL YU ILL4LL 6UFiFACE Q leor� N'M v' Imr4+ Nart CiL CIL C�jL G�L `r�xsmrtlw fiwxrtci. m. —� � wwwelnw ew•riei. M. � `hQ�f'ffd� I �i�Q�R:LN� ®® I Ll wn°u�ra`Qe�ie I ST. 6Y r biP.E ¢L fJP 0♦ FRONT ELEV. 'A' J Fvw� e 2 I � \J 'Strias I FACE ML® � N4NRN 6TQE fiY.L C11• / Rpf y� �R/ WVd F�bR O/� FRONT ELEV. B' L Y4F I I 4 9RTO�i 0 ROOF PLAN 'D' SIDE ELEV. A- r... "' T �O A FRONT PORCH ROOF SIDE ELEV. AT .7 102 -STORY BOX -BAY 4" FACE TRIM STACKED .l" - $A ON TOP OF 6- FACE TRIM 17STORY SIMILAR) Y 6' FACE TRRa ♦ n TRIM DETAIL 1L Y1E N'. E Q' ROGE .,a+r n• revGE veJr I � cavoslnw 6x.V+�6. m. � I I I C L G L C L � CO11F°a'a+ wrriEb, M� C I r. moan uwoc5l � mlFema NNn avar� TMlp ndb6 vwrl. auNE I er s &vING M. 2 I1✓Atl).Y.111AL - _ 6RM WMIPIfIL 1T. aQ)WM -- /S =KVIM. WIKV(NQi bONiM 3 5 A M Ire � •D $TQE SiLL CdP 1/QMR81 I R £ Y GT riNOEmN9®t Y4L R' 1 1C! u slot _ _ _ _ — - 03.: FRONT ELEV. C' JM•.r4 4 g; a �i3�_�tyy '6E p�Rc3��UE }{ U e 5 ETQ��odnQ x1 L6Fa`n°s I" ill SJR/ �ll►I � \� O O . ver ■ • 1 I O . ' CITY OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PLANNING DEPT I. ALL MTERIOR WALLS ARE 3 -VI" W ESS NOTED OTIERWISE ALL MTERIQ2 YNLLS TO HAVE IR' GYP:a81 BOARD, ALL C 11- YaS TO HAV£ SW PWE GTPBPI BOARD. ALL ANGLED WALLS ARE 45 MISREE6 A 55 WTED Or RW15E 2- ALL ExrE M W LS ARE 6- W E66 NOTED OfHE ISI 3. CQtION WALL T T A "Y3 "4 S/3• TYPE •X• GTP61li SOAEm QI BOTH SIDES OF EMIRS WALL. 4. 64ADED W 1-5 PaKATE NTERIOR BlARM WALLS WIJX6 STUDS . W- OL. eL VMBLE TOP PLATE ALL INTERIOR LOAD BEA WALLS (SHOIW HATCSED) TO HAVE Sm. TYPE GYPSIM BOARD EACH SIDE 5. ALL WINOM AVD DOOR LEADERS M BEARRY WALLS TOM (2) 2X6 W/12- PLYLLt'aOD PLATE Alm (H 2X6 JACK STUD Ed END UNLESS NOTED OINERIB5E. 6. ALL FONT LOAD 51$PORIS (JACK 51UDW TO BE CARRIED THYAYaH E FLOLR LEVEL AND NAVE SOLID BL- W M FLOOR SYSTElI B m T. ALL BATHROOI't FANS TO BE VENTPD TO EXtERIOR a ALL QOSETO HAVE (U ROD AND (V diB.F 1ME80 NOTED OTIERJI 4 WE CARPET SHOP DRAWPGB FOR GARRET SIM AND ""mT. 10. ATTIC ACCESS TO BE 22'X30' U "NOTED OTHERWISE II. TOWS BARS FICSNTED 50 AW am TOILET PAPERIWLDERS M TED 24' dFF. 12. ZIP STRIP ALL CGNT JOINTS M C RETE SLAB. AS REL IRED. B. dLL WOOD M CONTACT W1H CITE TO BE PtES&:FE PLAN NOTES KEY, I. WAW CCMAN POLY. ROOC Af IN ATIa1 2. HAT AREA NDICATEB EX Q n' GHILMG DROP FOR lECHdNIr"I DUCT WORK 3.2X6 STBD IWSI! WALL BV PRESSIRE TREATED PLATE. M W H. TOINDATION WALL 4 CNE LATER CF GYFe1M B04RD. 5. STAIR NEARER EXTENDS ACROSS ENTIRE SM) WALL TO INSIDE FACE OF CQtKN WALL S. F. CALCULATIONS OPTION F BASE I OPTION IA NISWM Bh"'rT. 244 5F 41 SF FNISHED BSM. 65 SF 281 SF FIRST FLOOR 835 5F 850 5F UV BAY SECOND FLOOR M5 r T30 8F W/ BAY GARAGE 458 eF 455 5F TOTAL FMIS O *15 SF B21 w 0 BATHROOM OPTION 4SCALE: 114' -I' r3) xab Baa BL 1 1 Am•. DOab �-F� WDMQ 2.1. E1DN r).14C ]) M 16d rola EA FACE ;e r - (212. JNXS 0 C 6 i F V o - r3) hb Eaa BL bV LYXR/ MFBa (RLL ADM Q SNIT') AN.^+ClED Tom'; ]�48Tw6[HILL 4 ) uv ru Me WJLB EA FKE y � rL ]vb JAIXS a - a rry 2N JdfXB.TTP.r'=, I 'o ^ 3'-3" W-5 Irz" n :d EcorseN D) y I I B'-6 In - xus•woe 9 FOQ I •OG muTYP. n)].b va I 4r4 NIT. PLTib Y A I eBV.• yyM TG} 6E'I'• ! AP144 PLATES. e B ..AT. BCS] -]MCAD 4.4 FRT.n U, I.. Bao @xF P1'11CX Sllpr/.M AS W.TCP.B'JT. I PLATES MT, ry TBASE BCN-]M u 112 2--3 IIn -3 V1 5 in. R,R 511a 2--31/2 2'-3 14 5 Irz" DETAILS. 8EE SEE» Q Flat ANO Ir5 µNr 18 PI LME G6v/GE BIDE ,LEVATION 'A' AND 'B' ELEVATION 'C' AND 'D' 0 PLAN DETAIL AT ENTRY CANOPY 5 - - - V4• ° 1'-0• vvre}IT AT FINISHED BEDROOM, DEN OPTION 03 SCALE: Va•'. 1•_0' 3'-3" W-5 Irz" 2'-1 B'-6 In - AIR NtYE Y AR MY2 1. PLA(tO CN STAIR RO SfL. W STAR BN a ASL Aw rte ,art B Q Flat ANO Ir5 µNr 18 PI LME G6v/GE BIDE CN M GA12 DROP wrAXE o-� rLe 0- ORY IMM. AR 0- �e iE ' :iu'a2's'••' I UTI IT m /I� lly J ] ad�OH R[di -U N �c n L_/ , OA M aE91LIENi R R ' rznam v]a Bz' i �a ] 2-1. 4' Y-8. RECREATION NOTB � ____' .S xa eruo ,,.. Ar cASFT eXlbtlfR CRReT � E ? µlily RR R -R fLxab MD m. A9v.g� •'b4ATbN Irz' WDM Q BnRrI OrL1 [ a BEDR.00Pi/DEN &I w AT 3'_I• 3• I, MIfJaRED r0 r]) M4 G N' STP M C S11D8(RSL MJW (4) a!]r4paYG.YV � N w eeraPE* R '0 9 I � Y EXrEaae oresET § CL1DrtIW T - � 5 ALLow FOR R -n - 4 0 », l.b Bow m. b'.'� NBurbN AB 3 n)2.e I R)JAIX9E BD I CQTR/rRAN9R1(RLL Vi' ADMQ f - a D) is xiaAe k r> v eruoe 1 1 I JAQD I Q I Pr. LD. TOM 1. 3'_1• g I• 'i 4VcwIaED D ]]/a a v]•GYP SD etwe BUL MJWTu S aN 2w R.SASG. uv ki ___- FACE weaa eunro O L -- — POIB]S Sox eeAtr NOTCH ON Q mar we Nau ]a LACE 2 � auoD caP. SEE BOX BEAN ACS110SYiT O 4T al ABV AT JACKS J6 FTT¢r' n, N1OB oETNI: O]/m]1 I _ SIDER uu Ba : Pr. iBat 3 1]J be a i 3'-D 1/4' 10'-e I/4" GANTT DETAL CGgt mJAOm I/4" II' -9 Irz• I I/4" o A43 2) ER et$ Pr. Lob ^'E- T ].P LEDCA'R eLOGX ro eT �R I _--_ PALF QPQa xen rO L --_- —eba�ia wrt Y OSTO4 BOX BA IEDGHt BLOCK A]D TGEI IL 4BV, 4T _ _ SV2• 6' 6 V2° I✓Offu A£OET. OS/ mc. -OA � TM'v W'-3 V2.3 Irz' 3'-8 Vt• 10'-8 V4• cJMaPY DEtAA l'-5• IN' 21'-9 V2. 1/4' 22'-0• vvre}IT AT FINISHED BEDROOM, DEN OPTION 03 SCALE: Va•'. 1•_0' -- O A AT FINISHED REG. ROOM OPTION L SCALE, v4' . 1•_0' IV --__ -T-- � oo�_0r 41 121'-912° W-6 3/4• 16'-1 Irz- 1•_ 1/4" 3 Irz"1 T'-2 Irz• V2" I 14) 134•. b• LVL b'L ASI 0 Y b': r OA OOOR 12)STJDS �¢ FRI ry Sr. FOR Pt. LD. ABv. i� C2! --q AORriWJff 1 wOT• 3L BEE &SET A46 FOR �:S 6W WALL o(p=J<� �POM4 (VMI]a 3'L �'�{It� R:AR TYP. NdY� � �I FRN2 OETdIL �. SILL Pn)gbetrinE ff nYS� u �I PArB II u�I�YSGx p``p[� [}ARACE y `SOD 5A' I W. BD. AT y MT@ RA b p� p Z�yE� I -R-b iYLLATYM �I iiy JQ�®§g p��4��i MCEILIG wf ST I c�d@I�d GI Dt aux Vw -- owOPPED eaFlr 84rau r LM Ft. Q 16' DP. Ei6 a4 SE. TOTAL,. NT4 AT V- ABV. BLAB 61-5 Lr AR mmA F n PIdCeD cN STAR eb QFwx aw l»vEMB oN ME GI¢✓c ace. DRCP mmAl¢ n• orc FLR ..) ]a I s aw.ea rt. Lo. nii'A]cxn ea Bo i _ R�-� C - 11 D p ]Ila Bt nAa BM ➢R- ` - Ix n lP6LN H1Q6-] CP E e c I o UNFINISHED - STD. IW 2.10 Baa m.MI. POOR, .04 r0 3-J.. 3'-['/'RObQT r wOM Q E ) OL FCR R -A AVCIYXED TO al la{ St=0 T� Ui+K 1 MJ. 141 WW"N EA PAGE W yr AS,3 O)JAL%S Ea Ew i n I I a j�A)aeMe I 219110i 1 vi -LD.. e I L_`nt -- J PIS r 2a LELY,EF BL W. rO era.E PAGE T." L -_-- rox aiZA, eln+. wrcN SIT Bw( BEAn AOOQaROLY o a1i w BOX BAT ___ ___ LELXBt GLOJC Ya TGF bV AT ELEV. 44FO a1Y tom. -SEE. DET.O! / TMe BIEer TDR ewrRY rrwPY veTAIL I 14'-3 In 3 In.., Irz- I 22'-0' STANDARD LOWER LEVEL PLAN �J SCALE, VA. ° F -B' e Q �a03sm B� die. �b SUE 0S W cm RICJ _J Lu 5N - h m Z O Q pJp 4' I2- Z � O s�J Q ILL D O 3'-3° 6'-5 3/4'• 2'-I' B'-6 VL' Y AR MY2 SfL. W STAR BN a ASL Aw rte ,art B CN M GA12 0- ORY IMM. AR 0- m /I� lly J ] ad�OH Ea RWLIEN( rznam v]a Bz' i RECREATION NOTB � ____' .S xa eruo ,,.. Ar cASFT eXlbtlfR CRReT � wAla wAUWww caartlON ? µlily RR R -R fLxab MD m. A9v.g� •'b4ATbN Irz' WDM Q BnRrI OrL1 [ 3'_I• 3• I, MIfJaRED r0 r]) M4 G N' STP M C S11D8(RSL MJW (4) a!]r4paYG.YV � m a.A u.a W4Le u FA2 f BD. -n GAP. aff JdO[B EN1RY ? tv Nlae ,! DeTUL: m/mn _ 5De w I v r. LD. I AB 3 n)2.e I R)JAIX9E BD I n0 a D) is xiaAe k r> v eruoe 1 1 I JAQD I Q I Pr. LD. I I L--_- J _ 6 EDnER B Da D SraE ki ___- FACE weaa eunro O L -- — POIB]S Sox eeAtr NOTCH ON Q BOX BEAN ACS110SYiT O 4T al ABV AT - _-- LFDOBe FyGYa A•DTm L BC,,DaI V1• yplE, bee: Deng/ Id' -3 Irz' 3In- 6' S Vf" nBe s.BEr Fac 3'-D 1/4' 10'-e I/4" GANTT DETAL I/4" II' -9 Irz• I I/4" -- - - 22._0• -- O A AT FINISHED REG. ROOM OPTION L SCALE, v4' . 1•_0' IV --__ -T-- � oo�_0r 41 121'-912° W-6 3/4• 16'-1 Irz- 1•_ 1/4" 3 Irz"1 T'-2 Irz• V2" I 14) 134•. b• LVL b'L ASI 0 Y b': r OA OOOR 12)STJDS �¢ FRI ry Sr. FOR Pt. LD. ABv. i� C2! --q AORriWJff 1 wOT• 3L BEE &SET A46 FOR �:S 6W WALL o(p=J<� �POM4 (VMI]a 3'L �'�{It� R:AR TYP. NdY� � �I FRN2 OETdIL �. SILL Pn)gbetrinE ff nYS� u �I PArB II u�I�YSGx p``p[� [}ARACE y `SOD 5A' I W. BD. AT y MT@ RA b p� p Z�yE� I -R-b iYLLATYM �I iiy JQ�®§g p��4��i MCEILIG wf ST I c�d@I�d GI Dt aux Vw -- owOPPED eaFlr 84rau r LM Ft. Q 16' DP. Ei6 a4 SE. TOTAL,. NT4 AT V- ABV. BLAB 61-5 Lr AR mmA F n PIdCeD cN STAR eb QFwx aw l»vEMB oN ME GI¢✓c ace. DRCP mmAl¢ n• orc FLR ..) ]a I s aw.ea rt. Lo. nii'A]cxn ea Bo i _ R�-� C - 11 D p ]Ila Bt nAa BM ➢R- ` - Ix n lP6LN H1Q6-] CP E e c I o UNFINISHED - STD. IW 2.10 Baa m.MI. POOR, .04 r0 3-J.. 3'-['/'RObQT r wOM Q E ) OL FCR R -A AVCIYXED TO al la{ St=0 T� Ui+K 1 MJ. 141 WW"N EA PAGE W yr AS,3 O)JAL%S Ea Ew i n I I a j�A)aeMe I 219110i 1 vi -LD.. e I L_`nt -- J PIS r 2a LELY,EF BL W. rO era.E PAGE T." L -_-- rox aiZA, eln+. wrcN SIT Bw( BEAn AOOQaROLY o a1i w BOX BAT ___ ___ LELXBt GLOJC Ya TGF bV AT ELEV. 44FO a1Y tom. -SEE. DET.O! / TMe BIEer TDR ewrRY rrwPY veTAIL I 14'-3 In 3 In.., Irz- I 22'-0' STANDARD LOWER LEVEL PLAN �J SCALE, VA. ° F -B' e Q �a03sm B� die. �b SUE 0S W cm RICJ _J Lu 5N - h m Z O Q pJp 4' I2- Z � O s�J Q ILL D O STANDARD LOWER LEVEL PLAN �J SCALE, VA. ° F -B' e Q �a03sm B� die. �b SUE 0S W cm RICJ _J Lu 5N - h m Z O Q pJp 4' I2- Z � O s�J Q ILL D O 2 JITY OF CHANHASSE. RECEIVED AUG ti t 2013 CHANHASSEN PLANNING DEPT V■ bIALE: 1 V4'. I' IrENLAFt6Eo oErx OPr 22•_p• - ■f '-63/ V4' - ' lI'-9 1R f®' E. S:ffET A.DI IR" �'-4^ y IR' � 10'-0" --- II' -11R" I 3 v2 ,SEER i (])y3¢80�( R#D�(.=LAa AHv.q n]xim (r]u®I IHwl2 TED _R�'4'b�Q'1 IMn1L[DJ ((]I)JK]CB EA BID ((])J/AOLM1 ��• � 1X4 9 3•_10• 3'-10' I'FILLER EA & w-0• C 3'-4• b' -B° b" 3' 5 10'-61R' INV io 11'-0" BEDROOM 9 BEDROOM 2 �n � rmfr P.i.LLY,LW W 3i'µ •,j I I � L a tilt tj SpOs abP495 DINING n, °al i`. � --------------- � - M1 µ4Li W41W • a - I-3 IR W W 61 rePFVLea oprJ I � I qoo '-] In'D s• -m• a' -1^ SA'L 13 ILLI L------ K TCWEN I pILIENi _ 1 .1.. 4._4. 0, F-T„q gm o m.uup � l . a nJ n rP ne'Lc M1 �'�jQ` I m- � I 3'-b" " - • L -LJ W s ii�'I gyy ALL BATH LL � y�R 8 AE9ILIEM fl JOm X1 MASTERM1 BATH I I• F IG1Y REMLIFM G 1 R R O ybain p 0 1 °TH. gpOTR11L1W]W ^ �n - F_____________ V2 + U]N VM PeD. AV. 3 -SIDED Y I r --- I a � Fr oPnaa G sEE oEr4LL IM+D-v�i,aiCLa orrJ ]YV-WLL W FAMILY ROCT1 4 GM£T v PET 1 �2p� ri I uT\ a i 30Y n)30fO (MLLmI 4'-b V0' T-10 3/0' V4• 11'-9 In- 22--0- 3ALOOK . sa e 4 dU ] J 'fS, hi ]GR ,-RrGWER 110Bp mrv—JAaTpuna _ - � S RLS'F 11ilYF8 D y5 Qib 121'.I i HdR TED » n' I ]CR 1x4 5 WALI faTs T IR' EA bl -TNI'. 10'-I' b'-0" 6' 3'-I IR• SIR 11'-9 IR" 11/4 11._0. Y -I" 3 V Ll 14'-1 IR' S in ' SIR•' T nI ]v ]ole W nJJeacs EA m (nRJmI i ' °Y£IIFER Q 1R" 14'-I Vl' SIR' W-4 IR• 11'-0' FIRST FL V■ bIALE: 1 V4'. I' 0 WALL U WALL W/(1) TYPE X G THIS WALL Vl' 5 (])]4b• OR ISN ■f W nI JIOCS E6 BpJ f®' STQF ,SEER (3)M ]GR III 2� n]xim (r]u®I IHwl2 TED 1X4 9 3•_10• 3'-10' LATER EA & IR^ 6'-5 IR" 3'-4• b' -B° b" 3' 5 10'-61R' INV io 11'-0" 0 WALL U WALL W/(1) TYPE X G THIS WALL Vl' 5 PARTIAL FIRST FLOOR PLAN B, C, & D PARTIAL SECOND FLOOR PLAN D b E: V4.. I'_0' 04 9C4LE: Vt• .1.-. 11/4' ■f f®' III 2� 5 INV io BEDROOM 9 BEDROOM 2 �n � rmfr I4p cA�Er I � 6 90p0 pl-Pgta � SpOs abP495 LY n, ______-__ _____ aJ bLam --------------- � - M1 • I-3 IR W W 61 qoo '-] In'D SA'L 13 ILLI c R L-rll _ 1 .1.. 4._4. 0, F-T„q gm o 14 l . a nJ n rP ne'Lc M1 �'�jQ` I m- � I 3'-b" " - • L -LJ ALL BATH � y�R 8 AE9ILIEM fl JOm X1 MASTERM1 BATH ---� O h m REMLIFM G R O ybain 3 -6 0 4 ^ �n F_____________ V2 BEDROOM v I]lokmT I r --- I IM+D-v�i,aiCLa orrJ LRE `i PET 1 �2p� I uT\ 30Y n)30fO (MLLmI 4'-b V0' T-10 3/0' V4• 11'-9 In- 22--0- 3ALOOK . SCALE: V4• . I•-0" (. a VALLEt' aEi T1pb5 \ ili / CAS'ET • t OL \ ] J 'fS, hi ]GR ,-RrGWER 110Bp mrv—JAaTpuna _ � S RLS'F 11ilYF8 D y5 Qib 121'.I i HdR TED » n' I ]CR 1x4 5 WALI faTs T IR' EA bl -TNI'. 10'-I' b'-0" 6' 3'-I IR• SIR 11'-9 IR" 11/4 11._0. PARTIAL FIRST FLOOR PLAN B, C, & D PARTIAL SECOND FLOOR PLAN D b E: V4.. I'_0' 04 9C4LE: Vt• .1.-. 3 3It 5 E9. p• W Vt• ygli SURROUND / FACE DIMENSIONS 0 ^ FIREPLACE OPTION vb E: 1/4• . I'-0° FRA Q DOMMIONS LrrLLn, A .j KITCHEN ELEVATIONS 0 sLALE: V4• . L-0• II I qIA^ 1 1 1 1 I . �. ; C Bonn vW eve3a ml B HALL GA] T S. F. CALCULATION T' -91R• ._] OPTION • e]AaE o�rwJN uPRwSEo c3nr. ]w s u s ___ MASTER BATH RRaT GGR .a. R50 FWpdT OPTION 6EGRC 0.Wlr TG PF T9p 9F YV B4i GdRAE 1Sp B tlp CF toTK FNIb® W1PF F91 PF SCALE: I/4°.I'_p• GENERAL PLAN NOTESi L N MERbR WALLS N 3 V!' YNLEY `UTED OM1ffRNSE (SEE NO,E • 3 ALL NYiEO ILLKLS AIE K DKarEES IfLEbB 117,ED OTffRWEE ].4L IIWCW - ft DOLR TE INJ M BE4RPY WALLS TO PE n) Yv6 YV V!' PLTYYYJD ELATE NID 1112.4 JACK ST[, EA E]ID IILE% ,Y I,I O!]FIdIPSE 9. 4L W'W HCG TO IW CRI TO TOM PRE59� lIE4TED':K.'G: 4 Nll lCj Q• 1 F.WL TO CF vBAFD t0 E%IEGI1 5. ]ETT LPB1pG CF 3050 NGII L . S.TI Sy' FEEL. (]ET CI.E4R OP UO ]EKsrt Ew LE% W, ]s• w4LL u305. r, ceR oPEr]w uATN Nm LE%T]]AN ]O'J _ a. ILL CLOSETS W VE (U R'V . (U SIELF IpLE%,Y)TED OT-_� _ _ l.4LL EXTERIOR WGLLS ,, 6. 1]b. G , O,IERI]SE F£ %GTP & 4L MIEWGR W4LL9 TO WIVE Vl' GYFYYI BONA IWLE%u.^.'__ i y,All OTEI2USE) ALL GTO WIVE 5/p' FIF£CODE GTF9V' BD. IJEE ST' FIId:LWE GYP&P, BOA® ON ALL G4RKaE CEIL NG5 Y.9 AINI1.0 HOJPE YYY IJ S 4LL POM LOAD SJPPJRTS (JACK 8TID51 TO BE 54 8B . TMdI DE 0. ID LEVEL TO S0.10LT SYS W KMfD4TILN SIW L0. PR?NDE SGLID &A ft IN ,, 64. SYSTEM BELOU 4LL PoIM LOAD 9YFPoM5. 10. AT 24- JIFF ]%TNTED 54' Ni AND TOILET PN•ER 1gLOE¢3 fbl]TEV 4T 34. 1fi M1 KL MTERILR LOAD BEAtlNG 111N15 (a11WN HATCiED) TO µ4VE 5/e' TYPE %GYP M EACI] 51DE. Q 4LL MERIOR TKN LOAD EEARRG UMLLB TO FECEIVE In' GYP BD ■f f®' 3 3It 5 E9. p• W Vt• ygli SURROUND / FACE DIMENSIONS 0 ^ FIREPLACE OPTION vb E: 1/4• . I'-0° FRA Q DOMMIONS LrrLLn, A .j KITCHEN ELEVATIONS 0 sLALE: V4• . L-0• II I qIA^ 1 1 1 1 I . �. ; C Bonn vW eve3a ml B HALL GA] T S. F. CALCULATION T' -91R• ._] OPTION • e]AaE o�rwJN uPRwSEo c3nr. ]w s u s ___ MASTER BATH RRaT GGR .a. R50 FWpdT OPTION 6EGRC 0.Wlr TG PF T9p 9F YV B4i GdRAE 1Sp B tlp CF toTK FNIb® W1PF F91 PF SCALE: I/4°.I'_p• GENERAL PLAN NOTESi L N MERbR WALLS N 3 V!' YNLEY `UTED OM1ffRNSE (SEE NO,E • 3 ALL NYiEO ILLKLS AIE K DKarEES IfLEbB 117,ED OTffRWEE ].4L IIWCW - ft DOLR TE INJ M BE4RPY WALLS TO PE n) Yv6 YV V!' PLTYYYJD ELATE NID 1112.4 JACK ST[, EA E]ID IILE% ,Y I,I O!]FIdIPSE 9. 4L W'W HCG TO IW CRI TO TOM PRE59� lIE4TED':K.'G: 4 Nll lCj Q• 1 F.WL TO CF vBAFD t0 E%IEGI1 5. ]ETT LPB1pG CF 3050 NGII L . S.TI Sy' FEEL. (]ET CI.E4R OP UO ]EKsrt Ew LE% W, ]s• w4LL u305. r, ceR oPEr]w uATN Nm LE%T]]AN ]O'J _ a. ILL CLOSETS W VE (U R'V . (U SIELF IpLE%,Y)TED OT-_� _ _ l.4LL EXTERIOR WGLLS ,, 6. 1]b. G , O,IERI]SE F£ %GTP & 4L MIEWGR W4LL9 TO WIVE Vl' GYFYYI BONA IWLE%u.^.'__ i y,All OTEI2USE) ALL GTO WIVE 5/p' FIF£CODE GTF9V' BD. IJEE ST' FIId:LWE GYP&P, BOA® ON ALL G4RKaE CEIL NG5 Y.9 AINI1.0 HOJPE YYY IJ S 4LL POM LOAD SJPPJRTS (JACK 8TID51 TO BE 54 8B . TMdI DE 0. ID LEVEL TO S0.10LT SYS W KMfD4TILN SIW L0. PR?NDE SGLID &A ft IN ,, 64. SYSTEM BELOU 4LL PoIM LOAD 9YFPoM5. 10. AT 24- JIFF ]%TNTED 54' Ni AND TOILET PN•ER 1gLOE¢3 fbl]TEV 4T 34. 1fi M1 KL MTERILR LOAD BEAtlNG 111N15 (a11WN HATCiED) TO µ4VE 5/e' TYPE %GYP M EACI] 51DE. Q 4LL MERIOR TKN LOAD EEARRG UMLLB TO FECEIVE In' GYP BD CITY OF CHANHASSEN RECEIVED AUG I. 12 2013 CHANHASSEN PLANNING DEPT �caswenlaJ e1+raFb. M.�G� 1 � 1 we eaFawwrw] ff .�.t a.irburs L_ ewY wr 9° OS L I &I Gel W p.p®fLK •Yi I R!1 F[ .aJN 56q' - �vvtA eF1I YbCie .@ viruL es•Mx � GYIBIIi TO . it ¢ RV. b� i eCMdtlRl O 1<LL M]P f^ 1 eaRr YicFs -es oirnc berMx _J I �Lli I IIYQ I I a I m I �•� ' PII@e�(NQ I bJ,1L MY1��YJrLLE CEt-L CdMx� I / � al: an •_-•—'` J I g I I I a¢ a¢. 1_____l_— — 1 1 I G - 1 _____T__. I I I a¢ au I_—i____• I I I _J 05 REAR ELEVATION 0� ROOF PLAN •A' 07 ROOF PLAN •B' OQ ROOF PLAN •C• OA ROOF PLAN •D• - J -� w•:..e• v �7 SLOPED FJOiFIT °Cr4L• IT • r<• eebLi. w• . r�� ,,. •, a w• . r -r eebti: v]v . r -b• _ OEYOND 111=T• s IT EXTERIOR TRIM KEY 5.e.,+.s..evese.wv.W,W+-e,.Ll, a• FACE Mr SIDE ELEV. SIDE ELEV. BIRD -BOX' TOP° 6 Fac=� AT FRONT AT 2 -STORY H rL 1 A TRIM DETAIL r e_ �e.. a = t]• FACE -R- ' e uE: v . r.e• �^" 13 TRIM DETAIL PORCH ROOF BOX-BAY ELEV. A & C 11 5M -I'E BNINCe LP-�tlMaeurzwJLL �•,�Q• lo.. ■ 0 xai. m5• . rm Ill -STORY SIMILAR) mm v cavae .a]r C {L C (L r cvr]rownw allwLn. m � I \ I `b,¢PfrCM� IClXlrt1L ] ro]IDpL VdDe r{/j�� 6O M4 M.� I bWYJI1N M. I `/I I v wort .•E%r v wat vx I v voce brt I I I I I I CIL CIL Ct ��oewlrlaJ yuuWn, t+n� G.{L �— ca�]�eertloll evmcEee. m. � I e«+Iwma b,¢ RTQI� yMTL yµN � v &OMGRF. �b•i RtGN� I � Ol em MA M. I SIYAeIW�InR 9 I 0S tlme M 1DeC }YP m _ 0 .. x Him 1111 IwIG �� El 1:11 Wl 11111111111111117 Mill _� llnllll LO ■ _�ill�llll= ■ ■ o..1. L. 11.1 1111 0 .111ull mm��mnm: ❑� _©.111111 _ _ �-© 111111 - 5� ��iii' Sa�l��aO� �©� �iY •6�= �an � © �i✓ 5a .iflM �J•O� G�vsve>mevsliri.l��.� q t��_•sECSi:�i:al�T _ � _11:-+'�:i�7ll�itlyl ••ml I el¢aAL 3 _ _— I'e[IwIM nib e¢Om I li 51st I - I XieeS - - I • GM1f_0.R � 091r_0.R � 6YR M1R W]e 9rL.E 9ILL LnP 91PIE 91LJ f1. CKE 4Rl® IFW16J IWO. TU.TO F.1�.11H13) INAR IG W41 bOA ]%{eTD SiQE ML G.W Iq/e tll@J YV311LF. DH e11O e41W(V IAT@tfT TrfY %6, 9rL.E SLLLM' AOE (B®1 WNLAYBI Yi'iTF£%6TP WLL YV (I)LN"fA 5M rTIE%61P v WL.-rW W1CilT / W]CUf fI e6Y-TY6 WYL MT fl [pC-rW944�Q1T — - 01 FRONT ELEV. •A• O A FRONT ELEV. •B• / FRONT ELEV. •C' A FRONT ELEV. •D• L __( 03 xLLa mx•. r -m _-----_ =V4x vn•.l•e a ��£O1 200E e`pE euo`n o�$os s l J r s j Ir 1 1� bI WfYJl li ' I t O+HbYIG Y � %cie -tFi I I YMx eT � -er L.'Jrl eF1I YbCie .@ viruL es•Mx � GYIBIIi TO . it ¢ RV. b� i eCMdtlRl O 1<LL M]P f^ 1 eaRr YicFs -es oirnc berMx _J I �Lli I IIYQ I I a I m I �•� ' PII@e�(NQ I bJ,1L MY1��YJrLLE CEt-L CdMx� I / � al: an •_-•—'` J I g I I I a¢ a¢. 1_____l_— — 1 1 I G - 1 _____T__. I I I a¢ au I_—i____• I I I _J 05 REAR ELEVATION 0� ROOF PLAN •A' 07 ROOF PLAN •B' OQ ROOF PLAN •C• OA ROOF PLAN •D• - J -� w•:..e• v �7 SLOPED FJOiFIT °Cr4L• IT • r<• eebLi. w• . r�� ,,. •, a w• . r -r eebti: v]v . r -b• _ OEYOND 111=T• s IT EXTERIOR TRIM KEY 5.e.,+.s..evese.wv.W,W+-e,.Ll, a• FACE Mr SIDE ELEV. SIDE ELEV. BIRD -BOX' TOP° 6 Fac=� AT FRONT AT 2 -STORY H rL 1 A TRIM DETAIL r e_ �e.. a = t]• FACE -R- ' e uE: v . r.e• �^" 13 TRIM DETAIL PORCH ROOF BOX-BAY ELEV. A & C 11 5M -I'E BNINCe LP-�tlMaeurzwJLL �•,�Q• lo.. ■ 0 xai. m5• . rm Ill -STORY SIMILAR) mm v cavae .a]r C {L C (L r cvr]rownw allwLn. m � I \ I `b,¢PfrCM� IClXlrt1L ] ro]IDpL VdDe r{/j�� 6O M4 M.� I bWYJI1N M. I `/I I v wort .•E%r v wat vx I v voce brt I I I I I I CIL CIL Ct ��oewlrlaJ yuuWn, t+n� G.{L �— ca�]�eertloll evmcEee. m. � I e«+Iwma b,¢ RTQI� yMTL yµN � v &OMGRF. �b•i RtGN� I � Ol em MA M. I SIYAeIW�InR 9 I 0S tlme M 1DeC }YP m _ 0 .. x Him 1111 IwIG �� El 1:11 Wl 11111111111111117 Mill _� llnllll LO ■ _�ill�llll= ■ ■ o..1. L. 11.1 1111 0 .111ull mm��mnm: ❑� _©.111111 _ _ �-© 111111 - 5� ��iii' Sa�l��aO� �©� �iY •6�= �an � © �i✓ 5a .iflM �J•O� G�vsve>mevsliri.l��.� q t��_•sECSi:�i:al�T _ � _11:-+'�:i�7ll�itlyl ••ml I el¢aAL 3 _ _— I'e[IwIM nib e¢Om I li 51st I - I XieeS - - I • GM1f_0.R � 091r_0.R � 6YR M1R W]e 9rL.E 9ILL LnP 91PIE 91LJ f1. CKE 4Rl® IFW16J IWO. TU.TO F.1�.11H13) INAR IG W41 bOA ]%{eTD SiQE ML G.W Iq/e tll@J YV311LF. DH e11O e41W(V IAT@tfT TrfY %6, 9rL.E SLLLM' AOE (B®1 WNLAYBI Yi'iTF£%6TP WLL YV (I)LN"fA 5M rTIE%61P v WL.-rW W1CilT / W]CUf fI e6Y-TY6 WYL MT fl [pC-rW944�Q1T — - 01 FRONT ELEV. •A• O A FRONT ELEV. •B• / FRONT ELEV. •C' A FRONT ELEV. •D• L __( 03 xLLa mx•. r -m _-----_ =V4x vn•.l•e a ��£O1 200E e`pE euo`n o�$os s l J CI -T! OF CHANHASSEN RECEIVED AUG 0 Z 2013 CHANHASSEN PUNNING DEPT L ALL INTERIOR WALLS ARE 3-141" WLE%NOTED OTHERWISE ALL NTERIOR WALLS TO H4YE V]° GYP51P'1 B04®. ALL CEILRYaS TO NAVE 5A3' FIRECOM GTPSbT BOARD. ALL ANGLED WALLS ARE 45 DEGREES n1E5S FbTED OTIERUISE 2. dLL EMERIOR WALLS A E 6' b1E55 tYTiED OINEiYM 3. COPETp11 WALL MIST= HAVE 5/5' T •X• GTPEIM 90Mm 014 BOTH SIDES 6 ENTIRE WALL 4. SHADED WALLS NVICATE NTER10R HARM WALLS WRX6 ST a b" O.G. W/ DOUELE TCP F11M ALL INTERIOR LOAD MARV* WALLS (SHOSN HATQ DI TO HAYS 5/e' TTF'E "X' OT WARD EACH SIDE D. ALL WNDOS AVD DOOR READERS N EE4RSG WALLS TO BE (2) 2X6 W12' PLYUIOOD PLATE AVD (I) 2X6 Jd STM EA END L 1555 NOTED OTHEIRBSE 6. ALL MINT LOAD 511PPORlS (JACK 5T 5) TO BE C RRIm THXT. Ypi E BOOR LEVEL MD "VE SOLID BLOCKNG N FLOOR SYSTEM BELOW 1. ALL EATdxJQ'1 FANS TO M >'FTITED TO EXTERIOR B. ALL QOMTS HAVE lD FGD AND [V SHELF RECESS NOTED OTNEWISE. 4 SEE CA5NEF 9NOp OR4WPYd FCR CASKET SnES AND LATOJT. 0. ATTIC ACCESS TO M 22X30' UNLESS NOTED OTEAIIIM. IL TOWEL E4RS M012J1ED 54° AFP MID TOLET PAPERH I -M S FRONTED 24• AFF. 12. ZIP STRIP ALL CONTROL JONTS N �E SLAB, AS REfd11 I3. ALL JIL•OO N GLNTACT Wn Com. TE TO M PFEV& E TREATED WOOD. PLAN NOTES III 1 I. WALLS CCNTAN MLT. ROCIL MIO FLA° LATI 1 2. HATCHED AREA NDICATES E>RENT OF G• M[LM DROP FOR FECHANICAL DUCT e 3.2X6 5MD KNEE W IN PRESSURE TREATED PLATE, ON S. N. FL1A¢JATICN WALL 4. ONE LATER Ci GYP&PI WARD S. F. CALCULATIONS OPTION a BASE 1--10 IR• I INISWM 5SFR. 228 8F F"I D B^11i. 69 SF FIR'6T FLOOR 814 SFeECAD W2116F FLOOR 1ST SF 0AP.66E 453 SF OIFLT M4KE Q• GR M1 TOTAL FNISHED 1b40'..F GF R AJ IT6 Y b O BATHROOM OPTION A 4 SCALE: V4• . 1'-p SK NdRB EA PACE r n)2#.JKXD I I� I I�113 I I tµ FRLTE. ACBTW t T II I =_ ,J woET ew9EdOE� C n I 03 AT FINISHED BEDROOM, DEN OPTION SCALE I/4' . 1'-0• C_1 n I I �mx Trn. 144-�YRT. eM6>vIW n' AT JdDO AT RKf i1 [ nl l[4 JKXf J AE'- WILL 5118 2'-3 V3-3 Wt 2 5 IR' t4FOR ppLy 5118 2'-3 V2 '-3 IR 5 IR" DETALS. SEE aEEb 5'-b' A43P.ux I 5'-6• ELEVATION 'A' AND 'C' ELEVATION 'B' AND 'D' O 'l CC PLAN DETAIL AT ENTRY CANOPY L T-!" 5IR' 1--10 IR• AR MAW b P-/® GN eTAR e FFE9N AIR NTN b FLA -ED GN VAR 61 OIFLT M4KE Q• GR M1 GF R AJ IT6 Y b W TIE GrWK£ 8DE DiN' P MAKE tl• LRF R v.e % i M ru /LL/ Bmr 1 msono. S Q 17 112. wean wlo6a `1E 7 2 3 _\!� R.A�uuu m.uP l;r=GIQEATION S _ R m cdTs�r _2 n) 2m sono ee'I AB.•. � b D.AF/ rRAa3DT n1Al c woTN LF O12 3'-I• 3'- _ drnnr@p TOp q V1•vTP Bp g LR 1.4 RW uV mi. (1 DTIDb TYL W (U tlKV'P CMP. CEE a Nlrli ] 1212.! 10i6 I "Y. Iiq NAILS EA'A— 'A - Fi p ,.0 Of/ANP _e IXB 9 ace 3 n) elms Pr. Lc. _ '• u ii I? uIFPET 5 ARI "o'ooRi+nasn°i C q I I Cz I s+irM I AL HiQ 3--r 3, r wDTa LR MT m. ATDNE 4NCWTED TOa )bt [i 0 DIIbD (Fl1LL MJW lU ON 2" YV FLME WOO OO (I,P !E _J ro VHHR 21 ] W J066 I W 0 led NA" EA FdCE 3 - OLAUP OSTALSPE L ---_ POKJI BOK plAL NOf 10 w 1 3 n)enne M. BOx BEA'1 KIdAM- LBDGER d.D-X N0 TOE d ABr01E [AT FLEv. _ _ _ 5. c..owL �e 9TIn0 'Imp ��Q 2l STmS Pf. LD. i 1 I FTE Wi 1W LK0 MOCKI — J TO \ eV£rEER V4 L FACE 6. B TO PgB"H ab% 9Ea•+NOT 9arral OF HAL A-0" _ _ _ Drn[ DEw dccAAlrr.L TO u I-EPMR MCGK AVD TW I.. ar w (AT ELEV. D. c.Foaa 3 V]• b' S V2' Nom. ef: oBT, w 1 TIeB qR EnRr 14'-5 IR• 3IR' a� T'-6 IR• V4• 21'-! IR" 11/4- 1/4'22'-0" 22 -0" PARTIAL LOWER LII PLAN 03 AT FINISHED BEDROOM, DEN OPTION SCALE I/4' . 1'-0• C_1 n I I �mx Trn. 144-�YRT. eM6>vIW n' AT JdDO AT RKf i1 [ nl l[4 JKXf J AE'- WILL 5118 2'-3 V3-3 Wt 2 5 IR' t4FOR ppLy 5118 2'-3 V2 '-3 IR 5 IR" DETALS. SEE aEEb 5'-b' A43P.ux I 5'-6• ELEVATION 'A' AND 'C' ELEVATION 'B' AND 'D' O 'l CC PLAN DETAIL AT ENTRY CANOPY L 0 AT FINISHED REC. ROOM OPTION 2SCALE: 1)P • 3'-® O♦ STANDARD LOWER LEVEL PLAN 1 SUyE: V4• . I'-0' a Qofs`e 15Em L7 gLe�eQa e e tT% Pamaaae°� S J Z Q J 3' I" b'-5 V2' 2' 9• 5 N' l'-10 1R' AR MAW b P-/® GN eTAR e aF RFL Am Ib YH1r b GN 11i GdRNi 6C1. OIFLT M4KE Q• GR M1 % i I /LL/ Bmr msono. S 17 wean wlo6a `1E 7 2 3 _\!� R.A�uuu m.uP l;r=GIQEATION S _ R m cdTs�r n) 2m sono ee'I AB.•. � b D.AF/ rRAa3DT n1Al c woTN LF O12 3'-I• 3'- _ drnnr@p TOp q V1•vTP Bp g LR 1.4 RW uV mi. (1 DTIDb TYL W (U tlKV'P CMP. CEE a 1212.! 10i6 I "Y. Iiq NAILS EA'A— 'A - Fi p ,.0 Of/ANP IXB 9 ace 3 n) elms Pr. Lc. _ 5036 C> I I Cz I s+irM I AL HiQ ii6io"�` ATDNE PI¢ r 26 L23X'£R aonc _J ro VHHR FACE 6 BLTO BEAT TO A)� L ---_ POKJI BOK plAL NOf 10 w 1 of BOx BEA'1 KIdAM- LBDGER d.D-X N0 TOE d ABr01E [AT FLEv. _ _ _ 5. c..owL I4'-5 IR' 3IR' 3'-b V4• I0'- B 3/4• cAr✓a�pErAL 1'-6 In - V4 21'-! IR' V4' A-0" P TI 0 AT FINISHED REC. ROOM OPTION 2SCALE: 1)P • 3'-® O♦ STANDARD LOWER LEVEL PLAN 1 SUyE: V4• . I'-0' a Qofs`e 15Em L7 gLe�eQa e e tT% Pamaaae°� S J Z Q J Clry OF CHANHASSE` RECEIVED AUG 0 2 2013 CHANHASSEN PLANNING DEPT s 4 1/4' 0FIRST FLOOR PLAN A SCALE: k V4'. 1•-0' OPTION • FKH I (]) (MYIEn) IIBLLIEN( � � I R naMtlsaT AeV FINISHED BSMT. i 211 SF FlRST FLOOR •.�`;``` JAOCS EA Qy SEC FLOOR IW (Y1 J4IX.9 EA@O 712 SF V BAY i(31 I/4" 453 SF (]1 ]o5m RUJ.Eo1 I 1640 SF QF LAYER b' x 6' CN'iILEYIIED E-- 91 r. onscT-wn`• Lwmw3a•w GP.OPI. 2I DETAIL F!bi 9E£ Cb(A'.1 (V Jt JI! (]1JK%b EA ETD EDIRCCf •IMI FAMILY ROOM ] ila CA/PET A� �p�L�I�Rp_1-_ Yvv CIS MY.YIiLL YV IIL'V'Dw ' pd <s� L7 e S i@ _ RASTER BEDROOM ♦ [BCNU o C maD-vaa.T�av CP(J � j I, Iw 4D t& 3'-i• 2 9 i 5 �° Q'-0' P -1111w, b• CTG AT VNYi. N air'. I we=u. a'-6•LbTL IYl YV (3)J4lK9 EA BD O O [IDLp pOTTGM R11iM YV ___ ((]lel MRN'I Li FLR 1RDEE61 3'-e in T -x Irz^ -r O' p y N'OH L R� NM _ M. BATH NAIL YIALL D iaLex mtX eNt MV '.•Oei.' f•pEPle_ 09Y. V IAmc^ R n Y KITCHENA �$ 2,_6„ �al�_[rJT 9 I yy�yy.��pyy asp 4i TNb LxJTIa} IxE Q�. b -N• CLLLNCOE Ai TCP ba`I`EM LCCA a1 R•1 ai a xaLrb.w TELLEL- ] ELLER M1tlT D.lCTLi TO R [O n)hb IDRYV A IN• 3 °LLCM[!! 1M'1 EO. (3] JanA EA BD NLLER HAL nl3uce mum) a . 0FIRST FLOOR PLAN A SCALE: k V4'. 1•-0' TED WALL ll3®5. WALL W (n . TYPE x G P -THIS WALL 3 3 V4• I PARTIAL FIRST FLOOR PLAN B, C, D SCALE: A V4• . I'-0' (4T'G'EI.EVJ )wihi fRr�A'� (}1 ) B97-1,11A HOn1 ]2x4 STLAYER SID m al 'N OPTION • II Q _ --- -e KITCHEN 43yaTa I OPTION U NISHEO S&1T. IIBLLIEN( � � I 26 SF FINISHED BSMT. i 211 SF FlRST FLOOR 1 bb L'AITFlEO 9t tQ 4- SEC FLOOR 21'-S Ia" 712 SF V BAY nl ].41DR I/4" 453 SF (]1 ]o5m RUJ.Eo1 I 1640 SF 2XX44 5 S LAYER Ib' -0' E-- 91 1219I/+O (tL1ED1 14' 21'-S Irz• I 22'-0' TED WALL ll3®5. WALL W (n . TYPE x G P -THIS WALL 3 3 V4• I PARTIAL FIRST FLOOR PLAN B, C, D SCALE: A V4• . I'-0' (4T'G'EI.EVJ )wihi fRr�A'� (}1 ) B97-1,11A HOn1 ]2x4 STLAYER SID m al 'N MASTER BATH OPTION"' .., 05 SCALE: V4' . V -0 - GENERAL PLAN NOTES, L ALL INTERIOR WALLS ARE 3-V2• WITLESS NOTED OTHERUABE ALL INTERIOR WALLS TO HAVE V1• GY BOARD. ALL CEILINGS TO NAVE 5/8' FIRECODE GYPSI BOARD. ALL ANCA.ED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6• UNLESS NOTED OTHERWASE. 3. COMTOJ WALL HOST ALWAYS HAVE 5/e' TYPE •X" GYFS9 BOARD ON BOTH SIDES OF ENTIRE WALL 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS WX6 STUDS • 16" O.C. W/ DOABLE TOP PLATE. ALL NTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5M- TYPE 'X^ GYPBU'1 BOARD EACH SIDE. S. ALL WINDOW AND DOOR HEADERS IN SEARNG WALLS TO BE (2) 2X6 WM' PLYWOOD PLATE AND (1) 2X6 JACK STUD EACH END NLESS NOTED OTIJERWIBE. 6. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EA�- FLOOR LEVEL AND HAVE SOLID BLOCKRYa N BOOR SYSTEM BELOW. 1. ALL BATHROOM FANS TO SE VENTED TO EXTERIOR a. ALL O_DSETB HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. S. SEE CABNET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. W. ATTIC ACCESS TO BE 22'X30' UNLESS NOTED OTHERWISE. IL TOUEL BARB FKTNTED 54" AFF AND TOILET PAPERHOLDERS MOUNTED 24' AFF. Q. ZIP 57mp ALL CONTROL JOINTS N CONCRETE SLAB. AS RE01)IRED. D. ALL WOOD IN CONTACT WITH CONCIETE TO BE PRESSURE TREATED WOO tees=. N I I •-7 _ _-:'+_1 V ., 4 — r ELEVATION SHELF ONLY OFTON SHELF/ 9 FIREPLACE OPTION TED WALL U305.0 Y SCALE: V4' • I'-0• 16• WALL W/ (u N1 I° TYPE X G -THIS TWILL 3Irz- 1/4' D S. F. CALCULATIONS OPTION • BASE OPTION U NISHEO S&1T. 228 SF 26 SF FINISHED BSMT. 69 9F 211 SF FlRST FLOOR SAW 4- SEC FLOOR 21'-S Ia" 712 SF V BAY GARAGE I/4" 453 SF 4--3 Irz' 1640 SF 31rz" Ib' -0' 3 1219I/+O (tL1ED1 'V (}}Ln (fiRYV (V Jt (]1JK%b EA ETD �p�L�I�Rp_1-_ Yvv kx V o•I. [ e S i@ _ RASTER BEDROOM ♦ C maD-vaa.T�av CP(J � j I, 4D Q I I C b• CTG AT VNYi. N ¢� oe O O c _ M. BATH IAmc^ Y yy�yy.��pyy Q�. Al - n 1a HAL . MASTER BATH OPTION"' .., 05 SCALE: V4' . V -0 - GENERAL PLAN NOTES, L ALL INTERIOR WALLS ARE 3-V2• WITLESS NOTED OTHERUABE ALL INTERIOR WALLS TO HAVE V1• GY BOARD. ALL CEILINGS TO NAVE 5/8' FIRECODE GYPSI BOARD. ALL ANCA.ED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6• UNLESS NOTED OTHERWASE. 3. COMTOJ WALL HOST ALWAYS HAVE 5/e' TYPE •X" GYFS9 BOARD ON BOTH SIDES OF ENTIRE WALL 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS WX6 STUDS • 16" O.C. W/ DOABLE TOP PLATE. ALL NTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5M- TYPE 'X^ GYPBU'1 BOARD EACH SIDE. S. ALL WINDOW AND DOOR HEADERS IN SEARNG WALLS TO BE (2) 2X6 WM' PLYWOOD PLATE AND (1) 2X6 JACK STUD EACH END NLESS NOTED OTIJERWIBE. 6. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EA�- FLOOR LEVEL AND HAVE SOLID BLOCKRYa N BOOR SYSTEM BELOW. 1. ALL BATHROOM FANS TO SE VENTED TO EXTERIOR a. ALL O_DSETB HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. S. SEE CABNET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. W. ATTIC ACCESS TO BE 22'X30' UNLESS NOTED OTHERWISE. IL TOUEL BARB FKTNTED 54" AFF AND TOILET PAPERHOLDERS MOUNTED 24' AFF. Q. ZIP 57mp ALL CONTROL JOINTS N CONCRETE SLAB. AS RE01)IRED. D. ALL WOOD IN CONTACT WITH CONCIETE TO BE PRESSURE TREATED WOO tees=. N I I •-7 _ _-:'+_1 V ., 4 — r ELEVATION SHELF ONLY OFTON SHELF/ 9 FIREPLACE OPTION TED WALL U305.0 Y SCALE: V4' • I'-0• 16• WALL W/ (u N1 I° TYPE X G -THIS TWILL 3Irz- 1/4' D S. F. CALCULATIONS OPTION • BASE OPTION U NISHEO S&1T. 228 SF 26 SF FINISHED BSMT. 69 9F 211 SF FlRST FLOOR SAW 829 SF W/ BAY SEC FLOOR 151 BF 712 SF V BAY GARAGE 453 SF 453 SF TOTAL FINISREO 1640 SF W12 SF iiLn•s3� uv w- r4nur VENT DUCT OPTIONAL DIRECT VENT HIREF-LACE_ FRAME BOX TO CEILING PLAN b a ue�s �T of 'per 3a�U[ nom.-qc°�n'r LL m IL V: do ITEMS REQUIRED FOR FINAL PLAT RECORDING The following items are required to be submitted for recording of the following plat and associated documents: SOUTHWEST VILLAGE TOWNHOUSES ❑ Two signed Final Plat Mylars ("Official Copy' and "City Co ) ❑ Three F'= 200' scale paper copy of the final plat (for Carver County) ❑ One, I"= 200' scale mylar reductions of the final plat ❑ One, I"= 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) ❑ SWMP Fee: $38,472.50. ❑ Park Fee: $144,400.00. ❑ Collector and Arterial Roadway Traffic Impact Zone fees: $3,147.47 ❑ Partial Water Hookup Fee $69,084.00 ❑ Partial Sewer Hookup Fee $24,738.00 ❑ GIS Fee $415.00 ❑ Administration Fee $13,635.00 ❑ Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates The following must be done before the plat can be filed: ❑ Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. ❑ A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. Administration SUBJ: Request for Subdivision Review of 2.75 acres of property zoned Phone: 952.227.1100 Planned Unit Development (PUD) and located at the northeast corner Fax:952.227.1110 of Highway 101 and Lyman Boulevard (SouthWest Village 2nd Addition); and Site Plan Review for 38 townhomes (SouthWest Building Inspections Village Townhomes) with Variances. Applicant: Ryland Homes. Phone: 952.227.1180 Owner: SouthWest Transit Fax: 952.227.1190 Engineering MEMORANDUM CITY OF COMPREHENSIVE PARK PLAN CMIMSENTO: Sharmeen Al-Jaff, Senior Planner 7700 Market Boulevard FROM: Todd Hoffman, Park & Recreation Director it PO Box 147 wig one-half mile of every residence in the city. The proposed SouthWest Chanhassen, MN 55317 DATE: August 19, 2013 Administration SUBJ: Request for Subdivision Review of 2.75 acres of property zoned Phone: 952.227.1100 Planned Unit Development (PUD) and located at the northeast corner Fax:952.227.1110 of Highway 101 and Lyman Boulevard (SouthWest Village 2nd Addition); and Site Plan Review for 38 townhomes (SouthWest Building Inspections Village Townhomes) with Variances. Applicant: Ryland Homes. Phone: 952.227.1180 Owner: SouthWest Transit Fax: 952.227.1190 Engineering COMPREHENSIVE TRAIL PLAN Phone: 952.227.1160 COMPREHENSIVE PARK PLAN Fax: 952.2271170 The city's comprehensive trail plan calls for public parks to be connected to Fax: 952.2271310 The city's comprehensive park plan calls for a neighborhood park to be located Finance wig one-half mile of every residence in the city. The proposed SouthWest Phone: 952.227.1140 Fax:952.227.1110 Village Townhomes is wholly located within the Riley Ridge Park Fax: 952.227.1110 neighborhood park service area and the Bandimere Park community park service Park 8 Recreation area. Riley Ridge Park features the following amenities: playground, swings, Phone: 952.2271120 picnic shelter, basketball court, open play field, sledding hill, trails and parking Fax:952.2271110 area Recreation Center 2310 Coulter Boulevard COMPREHENSIVE TRAIL PLAN Phone: 952.227.1400 RECOMMENDED PARK AND TRAIL CONDITION OF APPROVAL Fax: 952.227.1404 The city's comprehensive trail plan calls for public parks to be connected to Fax: 952.2271310 neighborhoods through a combination of sidewalks and trails. The proposed Planning 8 SouthWest Village Townhomes is connected by sidewalk and trail to both Riley Natural Resources Phone: 952.227.1130 Ridge Park and Bandimere Community Park. The new residents of SouthWest Fax: 952.227.1110 Village Townhomes will also have access to the city's extensive pedestrian trail network to the north, south, east and west. Public Works 7901 Park Place RECOMMENDED PARK AND TRAIL CONDITION OF APPROVAL Phone: 952.227.1300 Fax: 952.2271310 It is recommended that the following condition of approval concerning parks and trails be applied to the proposed SouthWest Village Townhomes: Senior Center Phone: 952.2271125 Fax:952227.1110 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. Web Site At today's rate, these fees would total $144,400 (38 townhomes x $3,800 per www.ci.chanhassen.mn.us unit). Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Carver County, MN A17( x j 1 � ovaalmer. mm map a� vearN Couraya Geaerap�K Map Scale 'In6xmatlon systems (GIS). 9 m a r lat on of mfoenuim aM data hae 1 inch = 257 feet ',ar s Cny.Gounty. Stare and Federal anreama maga nda .• fits 631 ' ' .l 611 625 reference Carver County a rad resp iae V any maa�racea Map Date .,e. nere,n J 609 622 i+ 610 616 Property Information Parcel ID: 257680050 AS400 Acres: Taxpayer Name: SOUTHWEST METRO TRANSIT COMM Homestead: N Taxpayer Address: 13500 TECHNOLOGY DR School District: 0112 Taxpayer City SL Zip: EDEN PRAIRIE, MN 55344-2283 Watershed District: WS 064 RILEY PURG BLUFFCREEK Property Address: Tax Exempt: Y Property City: CHANHASSEN Plahxame: SOUTHWEST VILLAGE GIS Acres: 2.75 ovaalmer. mm map a� vearN Couraya Geaerap�K Map Scale 'In6xmatlon systems (GIS). 9 m a r lat on of mfoenuim aM data hae 1 inch = 257 feet ',ar s Cny.Gounty. Stare and Federal anreama maga nda surveyed a e ity rec eed map ane! ..et M oe used as a reference Carver County a rad resp iae V any maa�racea Map Date .,e. nere,n 8/7/2013 N W+E S Date: August 7, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: August 23.2013 By: Sharmeen AI-Jaff, Senior Planner 952-227-1134 Subject: Request for Subdivision Review of 2.75 acres of property zoned Planned Unit Development (PUD) and located at the northeast corner of Highway 101 and Lyman Boulevard (SouthWest Village 2nd Addition); and Site Plan Review for 38 townhomes (SouthWest Village Townhomes) with Variances. Planning Case: 2013-19 PID: 25-7680050 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 2, 2013. The 60 -day review period ends October 1, 2013. 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 September 3, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 23, 2013. 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 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 (CenturyLink) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED 0 CITY OF C9ANAASEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.2271170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Sharmeen Al-Jaff, Senior Planner FROM: Jill Sinclair, Environmental Resource Specialist DATE: Sept. 3, 2013 SUBJ: Landscaping Requirements, Southwest Village 2nd Addition Minimum requirements for landscaping for the Southwest Village development include trees for each home and bufferyard plantings along the south and west property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. Applicant does not meet minimum requirements for bufferyard plantings along Lyman Blvd. The intent of the bufferyard ordinance is to provide screening for homes that abut a different use, such as a collector road. However, in this case, the proposed homes seek to be connected to the street and installing the bufferyard plantings as required would interfere with the relationship between the homes and the public area. Staff recommends the minimum number of shrubs be included in the landscape plan, perhaps at the corners of the units to shield headlights from the lower levels, but the trees may remain as indicated on the submitted plans. Staff recommends that trees located on Hwy 101 and Lyman Blvd between the sidewalk and the curbline be moved to the other side of the sidewalk. Recommendations: 1. Increase bufferyard plantings along Lyman Blvd to include a minimum of 14 ri.�Tf00m, i 971 2. Trees along Hwy ]Oland Lyman Blvd. shall not be located between the sidewalk and the curbline. g:/plan/js/developmen, review/southwesmllage2nd Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Required Proposed Hwy. 101 2 canopy trees 8 canopy bufferyard B — 260' S understory trees 13 understory 30' width 5 shrubs 7 shrubs Lyman Blvd. 8 canopy trees 14 canopy bufferyard B — 410' 16 understory trees 0 understory 15' width 24 shrubs 0 shrubs Applicant does not meet minimum requirements for bufferyard plantings along Lyman Blvd. The intent of the bufferyard ordinance is to provide screening for homes that abut a different use, such as a collector road. However, in this case, the proposed homes seek to be connected to the street and installing the bufferyard plantings as required would interfere with the relationship between the homes and the public area. Staff recommends the minimum number of shrubs be included in the landscape plan, perhaps at the corners of the units to shield headlights from the lower levels, but the trees may remain as indicated on the submitted plans. Staff recommends that trees located on Hwy 101 and Lyman Blvd between the sidewalk and the curbline be moved to the other side of the sidewalk. Recommendations: 1. Increase bufferyard plantings along Lyman Blvd to include a minimum of 14 ri.�Tf00m, i 971 2. Trees along Hwy ]Oland Lyman Blvd. shall not be located between the sidewalk and the curbline. g:/plan/js/developmen, review/southwesmllage2nd Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow PROJECT NAME: ViU_A-&& V'0 AD0KjQA1 • • Lam• /. 4' -' VA&"IIPIW.6'a• LEGAL DESCRIPTION AND• Hyl TOTAL ACREAGE: Z • % At— WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING PRESENT LAND USE DESIGNATION: Z"IYt4115 REQUESTED LAND USE DESIGNATION: &stpa�VrIA'L REASON FOR REQUEST: S" ArArd " /✓OtyZQ" dg FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: 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 certify 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. SignaturerofAp licant Date of Fee Owner g:\PIMWO me\development review appliwtion.dm Date pwesor Minnesota Department of Transportation pl Metropolitan District 4?0' inP Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 August 28, 2013 Sharnteen Al-Jaff City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 SUBJECT: Southwest Village Townhomes, MnDOT Review # P12-037 NE Corner of MN 101 and CSAH 18 (Lyman Blvd.) Chanhassen, Carver County Control Section 1009 Dear Ms. Al-Jaff: Thank you for the opportunity to review the site plan for the expansion of the Southwest Village Townhomes. Before any further development, address the following issues: Water Resources: A MnDOT drainage permit is required to ensure that current drainage rates to MnDOT right of way will not be increased. The drainage permit application, including the information below, should be submitted to: Minnesota Department of Transportation Metropolitan District - Permit Office 1500 W. County Road B-2 Roseville, MN 55113 The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours, 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off-site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows, 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events, and 4) An electronic copy of any computer modeling used for the drainage computations. Direct questions concerning drainage issues to Hailu Shekur, Metro Water Resources, at 651- 234-7521 or hailu.shekur(a),state.mmus. SCANNED Traffic: MnDOT has concerns that residential traffic from the proposed development will use the bus access onto TH 212. "DO NOT ENTER" signs will be needed at the transit facility's eastern access to SW Village Dr. In addition, a "NO RIGHT TURN" sign will be needed for vehicles traveling north on SW Village Dr. Submit a signing to be review by MnDOT. For questions about these comments or to submit the signing plan, contact David Sheen, Metro Traffic, at 651-234-7824, or david.sheenQstate.mn.us. Right of Way: Map 200-62D covers the review area. Even though it is CR 101, it is within MnDOT Orders as is Lyman Blvd. So it appears that the landscaping and entrance monument are encroaching onto MnDOT right of way. Correct the plans to clearly indicate where MnDOT right of way is located. Direct questions regarding permit requirements to Dale E. Matti, Metro Right of Way at 651- 234-7579 or dale.matti(@.state.mn.us. Permits: Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at htto://www.dot.state.mn.us/utiliri/. Submit plans showing the construction of the access on US 61. Include one I 1 x 17 plan set and one full size plan set with each permit application. Direct questions regarding permit requirements to Buck Craig, Metro Permits, at 651-234-7911 or buck.craiet7astate.mn.us. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent electronically can usually be turned around faster. There are four submittal options: 1. One (1) electronic pdf version of the plans. MnDOT accept plans at metrodevreviews.dotnastate.mn.us provided that each e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Send plans to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans can also be submitted to MnDOT's External FTP Site at: ftp://ftp2.dot.state.mn.us/pub/incomingIMetroWatersEdite/Planning. Internet Explorer may not work using FTP so use an FTP Client or your Windows Explorer (My Computer). Notify metrodevreviews.dota,state.mn.us indicating the plans have been submitted on the FTP site. If you have any questions concerning this review please contact me at 651-234-7794. Sincerely, /V? Molly McCartney Sr. Transportation Planner Copy sent via E -Mail: Buck Craig, Permits Diane Langenbach, South Area Engineer Nancy Jacobson, Design Hailu Shakur, Water Resources Dale Matti, Right -of -Way David Sheen, Traffic Dave Torfin, Surveys Russ Owen, Metropolitan Council CHANHASSEN PLANNING COMMISSION REGULAR MEETING SEPTEMBER 3, 2013 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Kim Tennyson, Lisa Hokkanen, Maryam Yusuf, and Stephen Withrow MEMBERS ABSENT: Steven Weick STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Alyson Fauske, Assistant City Engineer PRELIMINARY PLAT REVIEW OF 2.75 ACRES OF PROPERTY ZONED PLANNED UNIT REVIEW WITH VARIANCES FOR 38 TOWNHOMES (SOUTHWEST VH.LAGE TOWNHOMES). APPLICANT: RYLAND HOMES. OWNER: SOUTHWEST TRANSIT. Al -Jaffa Chairman Aller, members of the Planning Commission, the application before you today is for a site plan as well as a subdivision. The site is located at the northeast intersection of Lyman Boulevard and Highway 101. Highway 212 is located to the north of the subject site as well. This is a site that was created back in 2004. That's when work began on this location and it was planned for a park and ride, retail as well as residential component. The site is guided mixed use on the 2030 land use plan and is zoned planned unit development. The property to the west of the site has a similar zoning. To the south of the subject site we have a residential development, Springfield. The property to the east is also guided residential as well as residential single family zoning. Under the mixed use land use you are permitted to have a development that is commercial neighborhood oriented as well as developments that have high density residential. What the applicant is proposing is a development that consists of high density residential, basically townhouses. The maximum they can have is 16 units per acre and what the applicant is proposing is 13.8 units per acre net so they are below the minimum. The maximum that is permitted on the site. Just to orient you with the site one more time, there is an existing building that is a park and ride ramp. Two stories of this park and ride has been constructed. At a future date when the need presents itself the third floor will be built. There will be a total of 800 parking spaces included in this parking ramp. The building that you see to the west of the subject site, these are intended to be retail office. They have not been developed or constructed yet. However the City has given approval, site plan approval for those buildings. Approval was given back in 2006. And then the area that is to the south of the site is where the residential component was always intended to be. So as mentioned what is before you is a preliminary plat. Currently there is an outlot and city code requires that an outlot be replatted into lots and blocks before it is permitted to be built on. We have a total of 38 parcels and the site plan is for 38 townhouse units. The location of the townhouses on the aerial photograph that you see before you again is on the northeast intersection of Lyman Boulevard and highway 101. One of the things that you will notice is the area that is to the east of the subject site right here. This is a 100 foot wide buffer strip. It contains mature trees and it serves as an excellent buffer between the subject site and the property to the east of it. One of the things that you might recall again, Kraus -Anderson put a building to the west of Highway 101. This was a strip mall, multi -tenant building. One of the things also that we might want to mention is this is a transit oriented development so you will notice that there are quite a few sidewalks in the area. There are trails. It's not your typical townhouse development. One of the things that we also SCANNED Chanhassen Planning Commission — September 3, 2013 need to mention is currently the buses go in via a right-in/right-out off of Highway 101 and there are lanes that are dedicated, the area that is to the east of the ramp. These lanes are dedicated to buses only. Regular vehicles cannot use that lane. One thing I need to point out, we just today we got a memo from MnDOT basically saying that we need to put a sign that says buses only and I'm sure you've seen those signs in Eden Prairie and they are quite common. For the residential portion, and residents of this development they will be able to access the site off of Lyman Boulevard. This is a full access off of Lyman Boulevard or as mentioned earlier they can come in via a right-inhightout only off of Highway 101. There is no direct access to the individual homes off of Lyman Boulevard or 101. Everything, every single unit will be accessed via a private street that loops internally. The site plan for this site, overall the project has really been well designed. The applicant is proposing to build again 38 townhomes. Of those we have four 6 units and two 7 units. They are to be located to the northeast intersection of 101 and Lyman Boulevard. Materials on the exterior of the building are right here. Basically there is a stone element. There is some smart siding which is the trim. There is some vinyl siding as well as asphalt shingles. The applicant is also proposing variation in the exterior design of the individual units while the overall building will utilize the same color variation. Shakes and windows will be changing from one building to the next. Decks and window shutters are used to access the buildings and some of the units are recessed while others project forward. As mentioned some of the units are recessed. Some of the units have different design elements on them. The roof line is accented by dormers. The main focus as you're driving along 101 and Lyman Boulevard will be the front elevation of the homes. All the garages will he oriented internally. You will not be able to see them. One of the other things that was done with the garages, just because of the private street and the driveways. They've added some landscaping to just soften the appearance of the rear of those homes. The decks are also on the rear elevation of these townhouses. This type of design is customarily built closer to the property lines. Closer to the streets so when, back in 2006 when the application appeared before the City Council and the design element was discussed with the Planning Commission and City Council it was agreed that these homes should truly have a reduced front yard setback and that's why you will see that, the setback is reduced on the residential element of these townhouses. Some of the, this is a planned unit development. Whenever we have a planned unit development we ask for additional elements, amenities and I have to admit that before we even requested these items from the applicant they are the ones that came in, brought them before us so we need to commend the applicant for all the effort that they put into this. There is an outdoor seating area that they are proposing. One of the things that you will notice with the park and ride, there is a trellis and an arbor throughout so they have brought this element back into this development. The first trellis will be immediately above all of the mailboxes and the second one will be for aesthetic reasons only. The upper portion of the arbor is mimicking what you see at the park and ride and then the lower portion of it is just pulling in some residential elements. Light fixtures, there is an approved design for the lights for this development and that's what the applicant is proposing to continue with. In order to build those homes we need to replat those parcels and as I mentioned earlier there are 38 parcels. What you see in beige is the location of the individual lots and what is shown in green is the location of the green space. The individual driveways as well as the private street. There will also be some sidewalks there. Staff is recommending approval of the preliminary plat as well as the site plan for the construction of 38 townhouses and I'll be happy to answer any questions you may have. Aller: Anyone have any questions? Yusuf: I just have one. I may have missed it. I like the pictures you showed. Can you please show how the sidewalk will connect to the existing sidewalk on 101? Al-Jaf£ So here is the sidewalk. Here is Highway 101 right here. There will be a connection along the north portion of the site. There will be another connection. There are two things happening. There is a trail as well as a sidewalk so you've got two, two pedestrian access points on this site. The area that is closer to the individual homes, that is the sidewalk. There are 1, 2, 3 connections to the trail and there are 2 f Chanhassen Planning Commission — September 3, 2013 no connections off of 101 except at the end so the individual homes will not have the connection to the main trail. Did I answer the question? Yusuf: You did but I have one more. Al-Jaff: Okay. Yusuf: Will there also be a crossing point between this development and then the transit station right above it? Al-Jaff: There will be a crossing between, right here and that's off of Highway 101. And then there will be a crossing along 101 to the west to the development to the west. Yusuf: Thank you. Aanenson: I was just going to add to the comments on the sidewalk. We spent a lot of time internally discussing it and challenging the developer to, for the sidewalk issue. Sidewalk versus trail. Do we need two? Are they duplicating? You have a long sidewalk coming down to the trail. Typically those, the trails are plowed. Sidewalks not necessarily with security so I think a good compromise was made in this middle area where we had a lot of sidewalks to kind of create a little bit more green space because internally this is a way to walk through for someone that wanted to come through this way so I think it's a good compromise but because it's really an urban setting you still want to create those green spaces and get some privacy so it was a challenge but I think it turned out pretty good. Hokkanen: I do have a question regarding the sidewalk. Do we have enough parking, extra parking spaces because when you have the set-up of townhomes like this, their guests are all going to be coming to their front door, around and it looks in the middle of the development there's plenty but on some of the outsides like there's no parking spots. A]-Jaff: Combination of two things happening here. The fust one is yes, we do have the 10 parking spaces which meets the intent of the ordinance. Hokkanen: Okay. Al-Jaff: The individual driveways in front of the garages and then you are in a development that is transit oriented so there is a parking ramp and, but again this proposal before you meets ordinance requirements on it's own. It does not need the park and ride. Aanenson: Again it's not shown on here but we do a lighting plan. That was an area that was more well lit, kind of in that area where those parking, guest parking stalls are. That was one of the concerns too that we did hear from some of the neighbors regarding lighting so there is street lighting. Sharmeen showed the picture of the lamps in that PUD so they're in this area. Then there are some here, here and here so that again to guide guests to be able to get to the units that they would want to in there and then there's additional lighting on the back of the park and ride too so. Aller: Have we looked at, because of the way it's formulated, the safety issues? How do we feel about fire and emergency going in and out? Al-Jaff: It's been reviewed by the fire marshal as well as engineering staff, the building official and they're satisfied. Chanhassen Planning Commission — September 3, 2013 Aller: And then snow removal? Are they just going to, are they going to actually take or are they going to plow do you know? Aanenson: Well right now I believe Southwest Transit probably trucks some of their's off site. They could push it over into the green space. Len Simich: Hi, Len Simich, Southwest Transit. Right now we do it with a fairly large snow dump in the front part of the ramp. It'd be on the east side. On the northeast side of the ramp but should we need to truck it out we will. I know a couple years ago we did have that much snow that we actually did remove some of it off site. Aller: Great, thank you sir. And then how are we looking on the drainage issues? Are there any problems? Fauske: Back in 2004-2005 when the overall PUD of the site was being developed, it was in conjunction with the Highway 212 project that there was some ponding on the northeast side of the site there and that pond was, the intent of that pond was to provide ponding for the entire site, including the townhomes here. In the staff report it does indicate that we would just like a letter confirming that the pond was constructed to provide adequate space for this site and additionally some of the Hiles have changed since this originally came through in the development phases. There is a new rule that went into effect August 1" and the developer has been in contact with the MPCA regarding those new requirements and the indication that the MPCA has given verbally is that this particular site would be so called grandfathered in because it was under a set of previous standards and we would just like that information in writing and the developer has been willing to work with us on that. Aller: Great, thank you. Any other questions? Withrow: I'm just curious about, with regard to the houses adjacent to, or the northern part of the property adjacent to where the buses will be going in and out. Will there be extra sound proofing required? I mean it just seems, I don't think I'd want to be living there in the morning when they're whipping through there. A] -Jaffa There was a noise study that was conducted back in 2004 and it concluded that it meets requirements. The Minnesota Pollution Control Agency standards were met. Also the other thing that this parking ramp did was created an actual barrier between Highway 212 and the residential neighborhood to the south of it so if anything it reduced. I understand the question is specifically on the buses but this development, overall development reduced the noise that is generated from Highway 212 and acted as a barrier. Withrow: Thank you. Al -Jaffa You're welcome. Aller: Okay, any other questions? Alright, not hearing any questions at this point we'll open the public hearing. Or we're ask the developer to come forward. If you could state your name and address for the record sir. Mark Sonstegard: Good evening. My name is Mark Sonstegard. I'm representing Ryland Homes tonight. 7599 Anagram Drive, Eden Prairie. Also with me tonight is Ryan Bloom from Westwood Professional Services. First I want to say Ryland Homes is pleased to be working again with the City of Chanhassen on a new development and also I want to thank staff for working with us on this project. It Chanhassen Planning Commission — September 3, 2013 was fairly seamless. We came in about a month and a half ago and laid out the project and we got some really, nice clear direction on what needed to be done and some ideas on where to go and from there that's kind of where we came out with the development plans. I just have a few comments. Not a whole lot and then I'd be happy to answer any questions you may have. Again we basically took the site plan from the original approved PUD. That layout seemed to work the best. Ryland had a carriage townhome project, product that fit that row style townhome nicely so laying, putting it together was a lot of the hard work was already done on that end and then basically we spent a couple weeks just tweaking it, like staff mentioned. Working out sidewalk locations. Some interesting hardscape elements. Landscaping. Parking. We also shifted around a couple green spaces for some additional snow storage for in the winter time. Our plan for this project, we're anxious to get going. With the approvals that we're anticipating in September, Ryland plans to close on the project in late September, early October and actually develop this during the month of October and our goal is to have a townhome building open for the Spring Parade in March, 2014. For a build out of these 38 homes, we're looking about 20 months from start to finish, and that's anticipating a sales pace of about 2.5 to 3 homes per month. Little bit of information about the homes themselves. There are 3 designs. There's 3 separate homes that we're looking at building. The end homes are our larger homes which are 2,200 square feet. We also have that style that can fit in, as an interior unit which is just a little bit smaller at 1,900 square feet. And then we have two other interior homes that are right around 1,600 square feet. All the homes have garages in the rear. They're all two car garage. They're all 3 bedrooms, 2 1/2 baths. 9 foot first floors and a bunch of options that you can add to your townhome. Price is usually a question most asked so I'll just answer it right now real quickly. We're anticipating the base price for our homes to be in the $190,000 range and then for the larger homes loaded up with some options we're anticipating sales to go into the $280,000 range. So with that I'm happy to answer any questions you may have. Aller: Great. I always ask the developers if you've had an opportunity to take a look at the report and you're working with staff now, is there anything that you foresee would be a problem for you to complete with them as far as conditions that are stated in the report. Mark Sonstegard: No, not at this time. I've gone through the staff report with our engineer. I spoke with Alyson. Worked with Sharmeen. Yeah, we've gone through all the items. Aller: Great, thank you. Hokkanen: One question, based on the elevations, is there a basement? Is there a lower level, main level and an upper level? Mark Sonstegard: Yeah, they're three level townhomes. As you enter the front door you have an option to go up half a flight of stairs to the main living area or you can go down half a flight of stairs to a basement which is an optional finish area which you could add, from the square footage that I mentioned before, you can add another 250 to 300 square feet. You can put a bedroom down there or a little TV room and a bathroom. And then also on that lower level is the garage. Again from the front door going up half a flight of stairs there we have a, it's an open space concept plan on all the homes where you have kitchen, living space and then you go up another full flight of stairs to 3 bedrooms. Hokkanen: Thank you. Aller: Anyone else? Okay, thank you so much Mark Sonstegard: Thank you. Chanhassen Planning Commission — September 3, 2013 Aller: And would anybody else like to speak on behalf of the development? Alright. We'll open up the public hearing at this time. Anyone wishing to speak for or against the motion please step forward. State your name and address for the record. For those of you not in attendance please make sure that you check the website. There is a complete report which includes a number of plan items and descriptive drawings so that you can take a look at this and follow this item before the City Council again on September 9th, 2013. Seeing no one step forward, I will close the public hearing and open for comment from the commissioners. Undestad: I think it's, spent some time on there. Quality time. It looks nice. Fits in nice. Aller: I think the plans look complete. Give you a good idea of I think what it's going to look like. I think it fits into the, completes the puzzle that's been, being put together solely out there and it will be a good addition. The traffic and the sound and the water having been taken care of. So with that I'll entertain any motions that somebody would like to make regarding this project. Undestad: I'll make a motion that the Chanhassen Planning Commission recommend the City Council approve preliminary plat to replat Outlot C, Southwest Village into 38 lots and one outlet and site plan approval for construction of 38 townhomes, Southwest Village Townhomes subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Yusuf: Second. Aller: Having a motion and a second, any further discussion? Undestad moved, Yusuf seconded that the Planning Commission recommends that City Council approve the preliminary plat for Planning Case 2013-19 for SouthWest Village 2°d Addition as shown in plans dated received August 2, 2013, subject to the following conditions: Park Conditions 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). Enidneerine Conditions 1. The existing gas line and fiber optic line must be relocated to the drainage and utility easement. 2. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. 3. The survey benchmark and elevation must be indicated on the topography plan. 4. The grading plan must show the proposed grades for all driveways. Chanhassen Planning Commission — September 3, 2013 5. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost). 6. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. 7. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. 8. The developer's engineer must revise the service connection tables with the correct block and lot numbers. 9. Partial water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. 10. The developer must submit written confirmation with the final plat application indicating that the MnDOT pond located in the south loop of the Highway 101 ramp has been sized to accommodate runoff from this development. 11. Hydraulic calculations must be submitted with the final plat submittals and must include storm sewer inlet capacity analysis to verify that 100% of the runoff from a 10 -year event can be captured and evaluate downstream conveyance for capacity. 12. The utility plan must be revised to show the following: a. Show the proposed water service to the bus station. b. Due to differential settlement, the three valves and the sanitary sewer manhole must not lie within the proposed paver -block circle at the intersection of the access road at the western private driveway intersection. The valves can be relocated outside of the paver -block circle. Sanitary sewer manhole 503 can be installed to the north of the paver -block circle and an additional manhole can be installed to the west of the paver - block circle. C. Sanitary sewer manhole 501 must not lie within the sidewalk. d. Eliminate the 90 -degree bend in the watermain at the Highway 101 intersection and replace with two 45 -degree bends. e. The final utility plan must show the sewer and water services to the townhome units. 13. MnDOT will be invoicing the City for a portion of the utility improvements for this development. The developer must pay for 100% of the invoices that the City receives for this work. 14. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building 7 Chanhassen Planning Commission — September 3, 2013 permit application. The party applying for the building permit is responsible for payment of these fees. 15. Encroachment agreements are required for the two drainage and utility easements due to the extensive landscaping and sidewalk proposed. Buildine Official Conditions 1. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final platting of the property. 2. Each lot must be provided with separate sewer and water services. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Water Resources Conditions The Surface Water Pollution Prevention Plan shall include all elements as required under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program MN R100001. This includes, but is not limited to: a. Impervious surface coverage pre- and post -development; b. Total disturbed area c. Soils Map d. Training Documentation e. Chain of responsibility f. Map indicating surface waters or acceptable alternative g. Narrative, design and calculations as to how part IIID of the permit will be met or written authorization from the MPCA exempting this site from the current permit rules. It. Other required elements as listed in the permit and/or Chapter 19 of Chanhassen City Code. 2. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 3. Surface Water Management trunk storm sewer fees due payable to the City at the time of final plat recording, is $38,472.50. 4. The applicant shall apply for and obtain permits, as necessary, from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Pemmit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval:' Chanhassen Planning Commission — September 3, 2013 All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Yusuf seconded that the Planning Commission recommends the City Council approve the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landsojmmg Conditions Increase bufferyard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. Building Official Conditions 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. N Chanhassen Planning Commission — September 3, 2013 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: Again this matter will be, move forward with the City Council on September 9, 2013. APPROVAL OF MINUTES: Commissioner Hokkanen noted the verbatim and summary Minutes of the Planning Commission meeting dated August 20, 2013 as presented. CITY COUNCIL ACTION UPDATE. Aanenson: I did include in your packet, we were anticipating a subdivision coming in but as of now we may not have a meeting on October 1'. We've already cancelled the 17th but we do have items that will be in for the 15'" so probably at least 2 or 3 so, but we do have our tour coming up. I hope you got a copy of that agenda so we'll also be going with the Park Commission and the Environmental Commission so we've got our tour all arranged so we're going to depart here promptly at 6:00 so if somebody can't make it, if they'd let us know ahead of time or if you nm into a problem that day, let us know so we're not holding up for you. I think it'll be a very good opportunity to mix with the other commissions and see some sites out in the field. See what's going on. I'll give you the City Council update if that's alright. So there was two subdivisions that were approved for final plat so they should be, as soon as Alyson's working on the development contracts. Getting those recorded. One would be the Bluff Creek Woods and the Fretham so they should be ready to pull permits here yet potentially this fall. And I think that's all I had then. Do you have anything else for us? Aller: I think that's it for us today. I'll entertain a motion to adjourn 10 Carver County, MN I • ^� i 17 r viii 6S0 �, Property Information t' Parcel ID: 257680050 AS400 Acres: Taxpayer Name: SOUTHWEST METRO im ab d0 Ilium maim n Mwiswa TRANSIT COMM Homestead: N Taxpayer Address: 13500 TECHNOLOGY DR School District: 0112 Taxpayer City St. Zip: EDEN PRAIRIE, MN Map Date 55344-2283 Watershed District: WS D64 RILEY PURG 8/7/2013 BLUFF CREEK Property Address: Tax Exempt: Y Property City CHANHASSEN Piatname: SOUTHWEST VILLAGE GIS Acres: 2.75 N W+ E S Map Scale im ab d0 Ilium maim n Mwiswa 1 inch = 257 feet maw rmuded nwwa ibldtl tad dumms Fhl Cuiiftw ym�[dlsbaey emooerJs Map Date 8/7/2013 N W+ E S Date: August 7, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: August 23, 2013 By: Sharmeen Al-Jaff, Senior Planner 952-227-1134 Subject: Request for Subdivision Review of 2.75 acres of property zoned Planned Unit Development (PUD) and located at the northeast corner of Highway 101 and Lyman Boulevard (SouthWest Village 2nd Addition); and Site Plan Review for 38 townhomes (SouthWest Village Townhomes) with Variances. Planning Case: 2013-19 PID: 25-7680050 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on August 2, 2013. The 60 -day review period ends October 1, 2013. 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 September 3, 2013 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than August 23, 2013. 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 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 (CenturyLink) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco MEMORANDUM TO: Sharmeen AI Jaff, Senior Planner FROM: Jerritt Mohn, Building Official DATE: August 8, 2013 SUBJ: Review of Southwest Village 2nd Addition Planning Case: 2013-19 I have reviewed the plans for above project and offer the following comments, which should be included in the conditions of approval: 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 6. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 7. Walls and projections within 5 feet of property lines are required to be of one- hour fire -resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. G/plan/2006 Planning Cases/2013-19 Southwest Village TownhomesBuilding Official Comments PROPOSED MOTION: PC DATE: 9/3/2013 CC DATE: 9/9/2013 1E REVIEW DEADLINE: 10/1/2013 CASE #: 2013-19 — SouthWest Village 2' Addition/Townhomes BY: Al-Jaff, et al. "The Chanhassen Planning Commission recommends that City Council approve a Preliminary Plat to replat Outlot C, SouthWest Village into 38 Lots and one Outlot; and Site Plan Approval for construction of 38 townhomes (SouthWest Village Townhomes) , subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation." 0 2 V—V _ I , en SUMMARY OF REQUEST: The applicant is requesting Preliminary Plat approval of 2.75 acres of property zoned Planned Unit Development (PUD) and located at the northeast comer of Highway 101 and Lyman Boulevard (SouthWest Village 2nd Addition); and Site Plan Review for 38 townhomes (SouthWest Village Townhomes). Applicant: Ryland Homes. Owner: SouthWest Transit. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: Northeast corner of Highway 101 and Lyman Blvd. APPLICANT: Ryland Homes SouthWest Transit 7599 Anagram Drive 13500 Technology Drive Eden Prairie, MN 55344 Eden Prairie, MN 55344 Mr. Mark Sonstegard Mr. Len Simich, CEO msonsteg@Mland.com lsimichaswtramit.ore PRESENT ZONING: Planned Unit Development, Mixed Use — PUD, Mixed Use 2030 LAND USE PLAN: Mixed Use ACREAGE: 2.75 Acres DENSITY: 13.8 Units/Acre 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 site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SouthWest Village 2°a Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 2 of 27 EXECUTIVE SUMMARY: The proposal consists of two requests: Preliminary plat approval to subdivide 2.75 acres into 38 lots and one outlot, and site plan approval for the construction of 38 townhomes. The site is located at the northeast intersection of Highway101 and Lyman Boulevard. Access to the site will be from Lyman Boulevard and a right-in/out only off of Highway 101. The site is zoned Planned Unit Development -Mixed Use. SouthWest Village Park and Ride is located to the north of the subject sit. SouthWest Village 2°a Addition/Townhomes Planning Case 2013-19 — `� G September 3, 2006 Page 3 of 27 Subdivision/Preliminary Plat: The first request is for the subdivision of 2.75 acres into 38 lots and 1 outlot. Lots 1-38 will house the townhouses. Outlot A contains surface parking areas, drive aisles and all driveways and common areas for the townhomes. Site Plan: The site plan is for the townhomes. The applicant is proposing 4 six -unit and 2 seven - unit townhomes. Materials on the exterior of the homes include stone, HardiePlank, vinyl siding and asphalt shingles. All the garage doors and parking will be hidden behind the buildings and the main focus from Lyman Boulevard and Highway 101 will be the architectural design of these townhomes. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The applicant intends to hold a neighborhood meeting on August 28, 2013. At the time of writing this report, the meeting had not yet taken place. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the preliminary plat and site plan subject to conditions outlined in the staff report. EXISTING CONDITIONS The site is bound by Highway 212 to the north, Highway 101 to the west, Lyman Boulevard to the south, and large -lot residential to the east. The high point of the property lies in the west -central portion of the site and gently slopes. Steep slopes exist within the treed area in the northeast corner of the parent property. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments SouthWest Village Design Standards BACKGROUND On February 18, 2004, the City of Chanhassen and SouthWest Metro Transit (now known as SouthWest Transit) began a series of three neighborhood meetings. The intent of the planning process was to arrive upon a park-and-ride layout design and a planned unit development that met the functional needs of transit patrons and complement the community within the area's limitations. The February 18th neighborhood meeting focused on the Project Background and Intent; March 31s' dealt with Alternative Design Concepts and Land Use Schemes; and the April 21"` meeting focused on a preferred layout concept, Land Use, and a draft PUD ordinance. SouthWest Village 2°a Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 4 of 27 Each meeting resulted in a list of questions and suggestions. The questions and concerns were addressed and posted on the City's web site. The suggestions (to the extent feasible) were incorporated into a draft PUD ordinance. The final draft layout that was arrived at reflected a park-and-ride facility along the north portion of the site, a commercial component in the center and a residential development along the south portion of the site. o ry�ti ITransit Station Parking Deck 800 mm max. Q IOD'Buffer Commercial/Retail 18,000 sq. k I r-- Housing ' 18 unftAx" max. t J -J J Enhanced Landscaping ZJ 7�., Access to the site was a concern to the neighbors. Numerous meetings took place with the Minnesota Department of Transportation. These meetings resulted in permitting a right-in/out access off of Highway 101 and allowing full access off of Lyman Boulevard to maintain a 100 - foot setback from the easterly property line. This setback will allow for an adequate buffer between the subject site and the residential neighborhood to the east. SouthWest Village 2nd Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 5 of 27 MnDOT also agreed to a bus slip lane off of the Highway 212 eastbound on-ramp. AM BUS MOVEMENT PM BUS MOVEMENT SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 6 of 27 A number of studies were requested by the residents. SouthWest Metro Transit hired consultants to conduct these studies and present them to the neighborhood. They included: PHASE I ANALYSIS OF POTENTIAL IMPACTS OF PROPOSED PARK & RIDE DEVELOPMENT AT THE INTERSECTION OF HIGHWAY 101 AND THE PROPOSED HIGHWAY 212 ON EXISTING RESIDENTIAL PROPERTY VALUES IN CHANHASSEN, by Shenehon Company. The study concluded: The development could potentially have a positive impact on values by creating a buffer to the interstate, preventing higher impact development on the site, and adding convenience to the homeowners in the area. 2. ENVIRONMENTAL ASSESSMENT —NOISE AND AIR QUALITY, by David Braslau Associates, Inc. The study concluded: The proposed Park -and -Ride facility is planned to serve a maximum of eight buses per hour with parking for 800 motor vehicles. During the AM period buses will enter and depart along the north access to the facility and will therefore have minimal impact on both noise and air quality. During the PMperiod, buses will enter at the north from TH 101 and circle the parking ramp to return to TH 101 to reach the TH 212 westbound on-ramp. These buses will travel along the east roadway of thefacility and between the parking ramp and the new residential structures to be constructed as part of the project. These buses will have somewhat more impact on noise and air quality, although the impacts will be limited. Noise levels during 6-7 AM, which fall under the nighttime period, are expected to exceed the Minnesota noise standards primarily due to traffic on the new TH212, its ramps, and TH 101. Appropriate construction of the new housing proposed for the site can permit higher noise limits to be applied and therefore can comply with noise standards. Noise levels during the PM Peak Hour are generally under the state noise standards except for the apartments that face the access roadway carrying departing buses. However, the 2 dBA exceedance is within modeling error and may not be a problem if no outdoor uses are planned for the north side of these buildings. The buses alone are not sufficient to cause the noise standards to be exceeded. Contributions from the other roadways are sufficient for this small exceedance of the standards. Predicted air quality (carbon monoxide concentrations) is well below both the 1 -hour and the 8 -hour standard and no air quality problems are anticipated with operation of the facility. As new diesel engine and diesel fuel regulations are implemented, the potential for odor associated with the facility will also decrease. Appropriate equipment will be able to operate at the facility with little or no odor impacts. SouthWest Village 2d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 7 of 27 3. TRAFFIC STUDY FOR PROPOSED TRANSIT -ORIENTED FACILITY IN CHANHASSEN, by Benshoof & Associates, Inc. Levels of service (LOS) are classified as follows: LOS A — free flow LOS B — stable flow, with high degree of freedom LOS C — stable flow, with restricted freedom LOS D — high-density flow with restricted speed and freedom LOS E — unstable flow; at or near capacity LOS F — forced flow; volume exceeds capacity The study concluded that the area surrounding the site will operate as follows: N -26-2004 8912 B� t RSSDC. 452 238 1671 P. BZiai �S N `aa�s Lana s+ Y dp nl au Immacur NORM PAWS 7Tr � � — 1? "D nim PAWS 12 � W11 BUIILLDUILD Xx= 2 d L -M R4NR-om ins LBs ,<� ii`a �N� �— oio Y �y AIA LY BLVD. `+ '� t NA My �Tpr any AJA �Tr A/A� A,A� opZ AIA 0 9 S w 3 I E SOUTHNEST TRAFFIC STUDY FOR FIGURE 7 METRO TfLANSR PROPOSED TRANSR- ORIENTED FACILITY WEEKDAY A.M. �BfNSIl00F IN cHANHASSEN PEAK HOUR �ASSOGATES, LEVELS OF SERVICE SouthWest Village 2Da Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 8 of 27 1PY-26-2394 8912 B94SHOOF B ASSOC. 952 238 1671 P. 03ia3 2IZ�I SOUTHWEST �C aL--NAA 7rr 1IM2 NORIA RAMPS TRA STUDY FOLIPEAK N NDrrow� DID� G`0z ,8 P.M. 1FBENSNOOF B AMDATES, BI ZJ 1 -AIA i I TH Bi SOUTH RUMPS ii I r- 2711 BUIILDJU )DVXX Z j IB R.MWW `LS ii spx i dI�It7 4_BA3 tI�S� m� �I�df t -NA I 4 NA NA LYM AN BLVD. ^ "+ �I �-NA ypIlr �'-I�} Irr NAS, demi /IAA -�.� VA- NA F) @q$ 1 i` On June 23, 2004, the City Council approved rezoning the property to Planned Unit Development -Mixed Use, and adopted the Planned Unit Development Ordinance that regulated and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. On June 12, 2006, the Chanhassen City Council approved a Planned Unit Development amendment to the Design Standards. They include setbacks, height of parking ramp, location of the retail element and signs, and a variance to allow a reduced setback from Highway 212, Highway 101, and Lyman Boulevard (City Code requires a 50 -foot setback from arterial and collector roads). A preliminary plat to subdivide 10.01 acres into 35 lots and 3 outlots. Lot 1 TRA STUDY FOLIPEAK FIGURE METRO TRANSITPOSEDTRANSFTENTED FACILITYAY CHANHASSENOUR ,8 P.M. 1FBENSNOOF B AMDATES, BI OF SERVICE On June 23, 2004, the City Council approved rezoning the property to Planned Unit Development -Mixed Use, and adopted the Planned Unit Development Ordinance that regulated and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking, etc. On June 12, 2006, the Chanhassen City Council approved a Planned Unit Development amendment to the Design Standards. They include setbacks, height of parking ramp, location of the retail element and signs, and a variance to allow a reduced setback from Highway 212, Highway 101, and Lyman Boulevard (City Code requires a 50 -foot setback from arterial and collector roads). A preliminary plat to subdivide 10.01 acres into 35 lots and 3 outlots. Lot 1 SouthWest Village 2n' Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 9 of 27 currently contains the parking ramp. The remaining lots were platted into outlots to be replatted when development of the rest of the site resumes. A site plan was also approved that contained three elements. The first site plan was for a parking ramp located along the northeast portion of the site. The second site plan request was for the retail element. It is intended to occupy the northwesterly portion of the site. The third site plan was for the townhomes. The applicant proposed 1 six -unit, 3 five -unit, and 3 four -unit townhomes. They were proposed to be located along the southern portion of the site. These townhomes were never built. The new request proposes a similar use but with a revised design. SUBDIVISION The applicant is requesting preliminary plat approval to replat 2.751 acres into 38 lots and 1 outlot. The site is zoned Planned Unit Development -Mixed Use and is located at the northeast intersection of Highways 101 and Lyman Boulevard. The 38 lots will house townhomes with an area of 1.311 acres. Outlot A contains parking areas, drive aisles and green space (1.438 acres). The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage (either public or private). Access, on the other hand, is mainly gained from a right-in/out only off of Highway 101 and a full access off of Lyman Boulevard. A private street and cross -access easements will be shared between the properties. Private streets are permitted in this district if the following conditions exist: 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. 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 forested areas. A public street is not required to serve these parcels or adjacent parcels. In fact, the majority of our commercial and high-density establishments have cross -access easements, share curb cuts and access (Villages on the Pond, Market Square, Chanhassen Retail, Frontier, Byerly's, Crossroads Plaza, Market Street Station, etc.). The property has an arterial and collector public street providing primary access to the site. The use of a private street reduces the overall hard surface coverage. SouthWest Village 2°a Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 10 of 27 The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: Areas: Gross = 119,790 square feet or 2.75 acres BLOCK 1: Lot 1 =1,812 square feet Lot 2 =1,329 square feet Lot 3 = 1,465 square feet Lot 4 = 1,465 square feet Lot 5 =1,329 square feet Lot 6 =1,812 square feet BLOCK 2: Lot 1 = 1,812 square feet Lot 2 = 1,329 square feet Lot 3 = 1,329 square feet Lot 4 =1,329 square feet Lot 5 =1,329 square feet Lot 6 = 1,812 square feet BLOCK 3: Lot I = 1,812 square feet Lot 2 =1,329 square feet Lot 3 = 1,329 square feet Lot 4 = 1,329 square feet Lot 5 = 1,329 square feet Lot 6 =1,812 square feet BLOCK 4: Lot I = 1,812 square feet Lot 2 = 1,329 square feet Lot 3 = 1,465 square feet Lot 4 =1,465 square feet Lot 5 = 1,329 square feet Lot 6 =1,812 square feet BLOCK 5: Lot 1 =1,812 square feet Lot 2 =1,329 square feet Lot 3 =1,329 square feet Lot 4 =1,465 square feet Lot 5 = 1,329 square feet Lot 6 =1,329 square feet Lot 6 = 1,812 square feet BLOCK 6: Lot 1 =1,812 square feet Lot 2 =1,329 square feet Lot 3 =1,329 square feet Lot 4 =1,465 square feet Lot 5 =1,329 square feet Lot 6 =1,329 square feet Lot 7 =1,812 square feet OUTLOT A (parldng areas and drive aisles) = 62,639 square feet or 1.438 acres SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 11 of 27 SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Finding: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stone water drainage are suitable for the proposed development; Find: 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 will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; F_ indin¢: The proposed subdivision will not cause environmental damage subject to conditions of approval. 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. Find: The proposed subdivision is provided with adequate urban infrastructure. SouthWest Village 2nd Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 12 of 27 SITE PLAN The site plan is for the construction of 38 townhomes. The applicant is proposing 4 six -unit and 2 seven -unit townhomes. They are to be located at the northeast intersection of Highway 101 and Lyman Boulevard. Materials on the exterior of the homes include stone, HardiePlank and vinyl siding and asphalt shingles. The applicant is proposed a variation in the exterior design of the individual units while the overall buildings will utilize a variation of colored shakes and window shutters. Decks and window shutters are used to accent the buildings. Some of the units are recessed while others project forward. The roof line is accented by dormers. All the garage doors and parking will be hidden behind the buildings and the main focus from Lyman Boulevard and Highway 101 will be the architectural design of these townhomes. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The city approved a reduced setback for this development as part of the Planned Unit Development Ordinance regulating the subject site to facilitate this. Landscaping islands have been added along the rear of the housing units to soften the appearance of the driveways. Since the Planning Commission meeting, the applicant submitted a revised landscaping plan that reflects landscape islands between the garage doors. This will help soften the continuous appearance of the asphalt driveways. SouthWest Village 2°d Addition/Ibwnhomes Planning Case 2013-19 September 3, 2006 Page 13 of 27 The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The added landscaping and boulevard trees will provide a calming effect to a busy area. With this project, there is an opportunity to create a gateway treatment at the intersection of Lyman Boulevard and Highway 101. The applicant submitted a design that frames this intersection with landscaping, decorative fencing and sidewalk. This design will be repeated as each comer of the intersection develops. This development must comply with the Development Design Standards for SouthWest Village (attached). Another element that the applicant is proposing is an outdoor seating area located at the northwest comer of the site. Wood pergolas are used as an accent and will provide an additional element of interest. These pergolas mimic the design used by the Park and Ride building. It is also used above the mailboxes for the complex which will be centrally located. r � r r r r ' " it �j M� q,y . k` •ss' L•as MO S ;ago®Io:1 iii... .ro^�ias�.'�>• _ ! A� �. �'. {s The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The added landscaping and boulevard trees will provide a calming effect to a busy area. With this project, there is an opportunity to create a gateway treatment at the intersection of Lyman Boulevard and Highway 101. The applicant submitted a design that frames this intersection with landscaping, decorative fencing and sidewalk. This design will be repeated as each comer of the intersection develops. This development must comply with the Development Design Standards for SouthWest Village (attached). Another element that the applicant is proposing is an outdoor seating area located at the northwest comer of the site. Wood pergolas are used as an accent and will provide an additional element of interest. These pergolas mimic the design used by the Park and Ride building. It is also used above the mailboxes for the complex which will be centrally located. SouthWest Village 2nd Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 14 of 27 LIGHTING/SIGNAGE The applicant prepared a lighting plan that is in keeping with the approved standards. The applicant included a photometrics plan. Light levels for site lighting do not exceed 1/2 foot candle at the project perimeter property line as required by city code. This does not apply to street lighting. The applicant intends to utilize an existing sign for this project that is located at the entrance off of Highway 101. This sign was built by SouthWest Transit at the time the parking ramp was built. PARKING ww cr unacua nNM vna� waar FIp.. x - o.e..m ud.es odt adv ♦1 The residential parking standards require one visitor parking stall for every four units. The applicant is proposing 38 townhomes which translates to 9.5 visitor parking spaces. The applicant is providing 10 guest parking spaces. The applicant is also providing a two -stall garage with each unit which is in compliance with city code. ARCHITECTURAL COMPLIANCE Size. Portion and Placement Entries: All buildings have pronounced entrances. Articulation: The buildings incorporate adequate detail and have been very tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The buildings will provide a variation in style through the use of dormers, shutters, glass and stone. The buildings utilize exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Signs: No new signs are proposed with this phase of the project. All signage must meet the sign criteria in the Planned Unit Development Design Standards for SouthWest Village. Material and Detail High quality materials are being used on all buildings. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. SouthWest Village 2' Addition/Ibwnhomes Planning Case 2013-19 September 3, 2006 Page 15 of 27 Helpht and Roof Desi The maximum building height in this Planned Unit Development for the residential use is 35 feet or three stories, whichever is less. All buildings meet the minimum standard set in the ordinance. The rooflines are staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are staggered and pitched elements on these buildings. They comply with this requirement. Multi -Family Design Standards Sec. 20-1088. Architectural style. Architectural style shall not be restricted. Evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of this section. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. • Monotony of design, both within projects and between adjacent projects and its surroundings, is prohibited. Variation in detail, form, and sighting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. • All building shall have a minimum of 20 percent of accent material. Accent material may include brick, stone cut face block or shakes. The use of any EFIS shall not be on the fust story of any building or one story in height. Findings: The proposed development is well situated within the site. It attempts to fit into the environment in which it is located including incorporating urban -style housing. The buildings offer much variety including colors, finishes, roof lines and materials. The buildings are oriented to the street to provide an urban edge. Sec. 20-1089. Land use. All development shall create a unified design of internal order that provides desirable environments for site uses, visitors and the community. The following design elements shall be incorporated into a project: • The project shall create a unique neighborhood identity. • Creation of interconnecting neighborhoods in collaboration with adjoining landowners (street, walkways, preservation of natural features, parks and gathering places). SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 16 of 27 • Each neighborhood has a focal point or gathering place including parks, greens, squares, entrance monuments, historic structures (silos/barns) or public furniture (gazebos, benches, pergolas). Community features may include: landscaping, lighting, benches, tables. • Recreation facilities (playgrounds, tot lots, swimming pools and gardens). • Diversity of product type and 'design to accommodate different age groups and individuals in different socio-economic circumstances. • Broad variety of housing choices --twin homes, row houses, town homes, flats above garages, apartments over shops, garden apartments, senior living opportunities and condominiums. Findings: This project creates its own little unique setting. It is an integral part of SouthWest Village, which is a transit -oriented development. The common areas include the entire development which offers a plaza, sidewalks, trails, and a gateway component. Sec. 20-1090. Curb appeal. To encourage roadway image or curb appeal projects shall create a variety of building orientation along the roadways; attractive streetscape and architectural detail. All projects shall incorporate two or more of the following design elements: • Orientation to the street or access road: o Setbacks. o Spacing between buildings and view sheds. • Architectural detail/decorative features: o Windows. o Flower boxes. o Porches, balconies, private spaces. o Location and treatment of entryway. o Surface materials, finish and texture. o Roof pitch. o Building height and orientation. • Location of garages. • Landscaping including fencing and berming. • Street lighting. • Screening of parking, especially in apartment and condominium developments. • Variations/differentiations in units including, but not limited to, color, material, articulation etc. Findings: The proposed development has been well situated within the site. It attempts to fit into the environment in which it is located which is a transit -oriented development. The homes have elements such as shutters, entry stoops, landscaping, and screened parking. Garages have been located toward the interior of the development. SouthWest Village 2°a Addition/fownhomes Planning Case 2013-19 September 3, 2006 Page 17 of 27 Sec. 20-1091. Transportation diversity. All developments shall incorporate multi -modal transportation including two or more of the following elements: • Streets with trails incorporated. • Off-road trails and bike paths. • Provisions for mass transit with bus stops and shelters incorporated into the developments. • Sidewalk connecting internal developments: o Undulating sidewalks. Use of pavers or stamped concrete. o On -street parking and use of roundabouts. o Landscaped boulevards or medians. Findings: The project is a transit -oriented development with sidewalks, trails, public transportation, etc. Sec. 20-1092. Integration of parks, open space, natural historic or cultural resources. Integrate nature and wildlife with urban environment. o Trails and sidewalks. o Vistas. o Historic features. Preservation of natural features that support wildlife and native plants (slopes, trees, wetlands). Findings: The proposed development is integrated into the city's trail system. The development preserves a 100 -foot landscape buffer along the east edge of the site. COMPLIANCE TABLE Setback 101 Setback Lvman Setback Interior Coverage Height I Guest I Parkin PUD 20 ft. 10 ft. 0 ft. 50% 35 ft. 10 stalls Proposed 47 ft. 15 ft. 20 ft. 50% 31 ft. 10 stalls SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 18 of 27 (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. WETLANDS In conjunction with the Trunk Highway 212 project, this site was assessed by MnDOT's consultant, EnviroScience, for the presence of wetlands in October 2002 and April 2003. Two areas on this site were mapped by the NWI as wetlands. Upon examination of the hydrology, soils and vegetation in these two areas (165 and 166 in the August 14, 2003 EnviroScience SouthWest Village 2°a Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 19 of 27 report), it was determined that these two areas are not jurisdictional wetlands. Consequently, no wetland impacts are proposed for this site. EROSION AND SEDIMENT CONTROL The erosion control plan shall be consistent with Chapter 19 of the Chanhassen City Code as well as with the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System (NPDES) requirements that was issued August 1, 2013. A Surface Water Pollution Prevention Plan (SWPPP) was provided with the submittal. This SWPPP must include all elements as required by the aforementioned permit. Some missing elements of note include, but are not necessarily limited too: total disturbed area, pre- and post - development impervious surface area, soils map, chain of responsibility and training documentation, map of surface water and wetlands within one (1) radial mile of the site boundaries or arrows indicating the direction and distance to the feature. The SWPPP must also address Part III. D. PERMANENT STORMWATER MANAGEMENT of the NPDES permit, particularly that a water quality volume of one (1) inch from all new impervious surface must be retained on site. SURFACE WATER MANAGEMENT FEES Surface Water Management trunk storm sewer fees are collected with each subdivision. The fee is based upon buildable land area and is intended to be scaled according to potential surface water runoff contribution. The fee for this development was calculated based upon the following characteristics. • That the site is 2.75 acres in area. • That there is no on-site stormwater treatment provided. • That there is no public right-of-way. BASE FEE ACRES TOTAL WATER QUANTITY 1 $8,660 2.75 $23,815.00 WATER QUALITY 1 $5,330 2.75 $14,657.50 SUBTOTAL $38,472.50 BASE CREDIT ACRES TREATED WATER QUALITY CREDIT $2,830(0.5) 0.00 ($0.00) TOTAL SWM trunk sewer fee 1 $38,472.50 OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g, Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 20 of 27 Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. GRADING AND DRAINAGE A storm water management plan was not provided as part of the submittal although the SWPPP references this document on at least two occasions. The applicant is proposing to install a stone water conveyance system to direct runoff to the pond located in MnDOT right-of-way which was constructed as part of the TH 212 project. This pond was sized to accommodate drainage from this area. The city has requested the final stormwater management plan from the TH 212 design build project but has not yet received this document. The preliminary stormwater management plan was relied upon for this review. While it appears that the conveyance system is adequate, the applicant must provide the hydraulic design for the system. This design must look at downstream conveyance to evaluate the likelihood of any capacity issues. The original design was approved prior to the 2008 NPDES permit. The NPDES permit was reissued on August 1, 2013. This iteration requires that all projects in which the development replaces pervious surfaces such as vegetation with one (l) or more acres of cumulative impervious surface, the pemrittee must design the project to retain a water quality volume of one (1) inch from new impervious surface is retained on site through infiltration or other volume reducing measures. If infiltration is prohibited under III.D.1 j then the permittee must consider other methods of volume reduction as discussed in the permit. The existing site is built up with excess dirt from a nearby development. The stormwater runoff drains to the streets that surround the property and the catch manholes on the northeast and northwest comers of the site. The water enters the stormwater system and flows to the southeast stormwater pond of the TH 212/County Road 101 interchange. The proposed grading plan will direct water to flow to the streets to be picked up by the catch basins and sent to the southeast stormwater pond of the TH 212/County Road 101 interchange. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. The survey benchmark and elevation must be indicated on the topography plan. The grading plan must show the proposed grades for all driveways. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost), Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 21 of 27 EASEMENTS The SouthWest Village 2nd Addition plat will delineate Outlot A as anything outside the individual lots. A drainage and utility easement will cover all of Outlot A. There is an existing gas line and fiber optic line owned by private utility companies. These lines run under proposed structures and must be relocated to lie within the drainage and utility easement. STREETS The developer proposes to construct 24 -foot wide private streets throughout the development. The private streets must be within a 40 -foot wide right of way provided by the drainage and utility easement over Outlot A. Streets 1 and 2 intersect SouthWest Village Drive at 90 -degree angles. The intersections are spaced 202 feet apart, which does not meet the requirement for 300 -foot spacing between intersections. This exception will improve traffic flow because the 202 -foot spacing aligns the Street 1 and 2 intersections with the two commercial drive entrances to the SouthWest Transit ramp. Private roads often carry less traffic than local streets and, from a traffic perspective, act more like driveways. Therefore, a closer spacing to match the existing drive entrances is preferred. Street 3 connects Street 1 and Street 2. It has two dead ends to reach additional driveways. The east end is 65 feet, and the west end is 75 feet. A visitor parking area is provided at the center of Street 3. The parking aisle is 24 feet wide instead of 26 feet, so the space lengths have been extended from 18 feet to 20 feet to make up the difference in aisle width. SANITARY SEWER AND WATERMAIN The developer proposes to construct new 8 -inch DIP watermain that will connect to the existing 8 -inch watermain along County Road 101 to the west and SouthWest Village Drive to the north and east. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. The developer proposes to construct new 8 -inch PVC sanitary sewer that will connect to the existing sanitary sewer along County Road 101 to the west. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 22 of 27 The developer's engineer must revise the service connection tables with the correct block and lot numbers. ASSESSMENTS Partial water and sewer hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. LANDSCAPING Minimum requirements for landscaping for the SouthWest Village development include trees for each home and bufferyard plantings along the south and west property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. The applicant does not meet minimum requirements for bufferyard plantings along Lyman Boulevard. The intent of the bufferyard ordinance is to provide screening for homes that abut a different use, such as a collector road. However, in this case the proposed homes seek to be connected to the street and installing the bufferyard plantings as required would interfere with the relationship between the homes and the public area. Staff recommends the minimum number of shrubs be included in the landscape plan, perhaps at the corners of the units to shield headlights from the lower levels, but the trees may remain as indicated on the submitted plans. Staff recommends that all of the trees located on Highway 101 and Lyman Boulevard between the trail and the curb line be moved to the other side of the trail. The trees will be located within the county right-of-way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the tight -of -way. COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed SouthWest Village Townhomes is wholly located within the Riley Ridge Park neighborhood park service area and the Bandimere Park community park service area. Riley Ridge Park features the following amenities: playground, swings, picnic shelter, basketball court, open play field, sledding bill, trails and parking area. Required Proposed Highway 101 2 canopy trees 8 canopy bufferyard B — 260' 5 understory trees 13 understory 30' width 5 shrubs 7 shrubs Lyman Blvd. 8 canopy trees 14 canopy bufferyard B — 410' 16 understory trees 0 understory 15' width 24 shrubs 0 shrubs The applicant does not meet minimum requirements for bufferyard plantings along Lyman Boulevard. The intent of the bufferyard ordinance is to provide screening for homes that abut a different use, such as a collector road. However, in this case the proposed homes seek to be connected to the street and installing the bufferyard plantings as required would interfere with the relationship between the homes and the public area. Staff recommends the minimum number of shrubs be included in the landscape plan, perhaps at the corners of the units to shield headlights from the lower levels, but the trees may remain as indicated on the submitted plans. Staff recommends that all of the trees located on Highway 101 and Lyman Boulevard between the trail and the curb line be moved to the other side of the trail. The trees will be located within the county right-of-way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the tight -of -way. COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed SouthWest Village Townhomes is wholly located within the Riley Ridge Park neighborhood park service area and the Bandimere Park community park service area. Riley Ridge Park features the following amenities: playground, swings, picnic shelter, basketball court, open play field, sledding bill, trails and parking area. Planning Commission Bluff Creek Cottages - Planning Case 2013-8 July 16, 2013 Page 23 of 27 COMPREHENSIVE TRAIL PLAN The city's comprehensive trail plan calls for public parks to be connected to neighborhoods through a combination of sidewalks and trails. The proposed SouthWest Village Townhomes is connected by sidewalk and trail to both Riley Ridge Park and Bandimere Community Park. The new residents of SouthWest Village Townhomes will also have access to the city's extensive pedestrian trail network to the north, south, east and west. Park fees shall be paid at the rate in effect at the time of final plat approval. At today's rate, the year 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). RECOMMENDATION Staff recommends adoption of the following motions: A. SUBDIVISION "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 2013-19 for SouthWest Village 2°a Addition as shown in plans dated received August 2, 2013, subject to the following conditions: Park Conditions 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). Engineering Conditions ✓ 1. The existing gas line and fiber optic line must be relocated to the drainage and utility easement. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. The survey benchmark and elevation must be indicated on the topography plan. L,A! The grading plan must show the proposed grades for all driveways. 5. An erosion control escrow is required in the amount of $14,850 (110% of the estimated V, -'erosion control cost). Ll �ffThe developer's engineer must revise the labels of the watermain lengths in the profile view e so that they match the plan view. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 24 of 27 y The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. The developer's engineer must revise the service connection tables with the correct block and LZ lot numbers. Partial water and sewer hook-ups are due at the time of final plat. The hook-up fees will be V assessed at the rate in effect at that time. 10. The developer must submit written confirmation with the final plat application indicating that the MnDOT pond located in the south loop of the Highway 101 ramp has been sized to accommodate runoff from this development. 11. Hydraulic calculations must be submitted with the final plat submittals and must include storm sewer inlet capacity analysis to verify that 100% of the runoff from a 10 -year event can be captured and evaluate downstream conveyance for capacity. 12. The utility plan must be revised to show the following: a. Show the proposed water service to the bus station. b. Due to differential settlement, the three valves and the sanitary sewer manhole must not lie within the proposed paver -block circle at the intersection of the access road at the western private driveway intersection. The valves can be relocated outside of the paver - block circle. Sanitary sewer manhole 503 can be installed to the north of the paver -block circle and an additional manhole can be installed to the west of the paver -block circle. c. Sanitary sewer manhole 501 must not lie within the sidewalk. d. Eliminate the 90 -degree bend in the watermain at the Highway 101 intersection and replace with two 45 -degree bends. e. The final utility plan must show the sewer and water services to the townhome units. 13. MnDOT will be invoicing the City for a portion of the utility improvements for this development. The developer must pay for 100% of the invoices that the City receives for this work. 14. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 15. Encroachment agreements are required for the two drainage and utility easements due to the extensive landscaping and sidewalk proposed. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 25 of 27 Building Official Conditions 1. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final platting of the property. 2. Each lot must be provided with separate sewer and water services. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Water Resources Conditions 1. The Surface Water Pollution Prevention Plan shall include all elements as required under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program MN R100001. This includes, but is not limited to: a. Impervious surface coverage pre- and post -development; b. Total disturbed area c. Soils Map d. Training Documentation e. Chain of responsibility f. Map indicating surface waters or acceptable alternative g. Narrative, design and calculations as to how part II1.1) of the permit will be met or written authorization from the MPCA exempting this site from the current permit rules. h. Other required elements as listed in the permit and/or Chapter 19 of Chanhassen City Code. 2. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 3. Surface Water Management trunk storm sewer fees due payable to the City at the time of final plat recording, is $38,472.50. 4. The applicant shall apply for and obtain permits, as necessary, from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval." B. SITE PLAN "The Planning Commission recommends the City Council approve the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 26 of 27 received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landscaping Conditions 1. Increase bufferyard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. /Building Official Conditions Accessibility must be provided to all portions of the development and a percentage of the .l its may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. \J 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 27 of 27 Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." ATTACHMENTS 1. Findings of Fact. 2. SouthWest Village PUD Development Design Standards. 3. Application and Narrative. 4. Plans dated "Received August 2,2013." 5. Public Hearing Notice Affidavit of Mailing. g:tpl=\2013 planing cases\2013-19 southwest village townhomm\itaff r pmtdm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Ryland Homes for Preliminary Plat to subdivide 2.75 acres into 38 lots and 1 outlot — Southwest Village 2"d Addition, and Site Plan Review for the construction of 4 six -unit and 2 seven -unit townhomes — Planning Case 2013-19. On September 2, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ryland Homes for the following: 1. Preliminary Plat to subdivide 2.75 acres into 38 lots and 1 outlot, SouthWest Village 2nd Addition. 2. Site Plan Review for the construction of 4 six -unit and 2 seven -unit townhomes. 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 Planned Unit Development District. 2. The property is guided by the Land Use Plan for Mixed Use. 3. The legal description of the property is Outlot C, SouthWest Village. 4. Section 20-110 Site Plan: a. Is consistent with the elements and objectives of the City's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Is consistent with this division; c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creates a functional and harmonious design for structures and site features, with special attention to the following: An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and the general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terns of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Section 18-39 Subdivision 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; e. The proposed subdivision will not cause environmental damage; £ The proposed subdivision will not conflict with easements of record. 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 dedicated and improved public streets. Lack of adequate sanitary sewer systems and not ISTS (individual sewer treatment system). W 4. Lack of adequate off-site public improvements or support systems. 6. The planning report 2013-19 dated September 3, 2013, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat for SouthWest Villager 2nd Addition and the Site Plan for SouthWest Village Townhomes. ADOPTED by the Chanhassen Planning Commission this 3`d day of September, 2013. 109. ►1.. ► ' . MINOR] C Its Chairman Adopted June 28, 2004 Amended June 12, 2006 Amended March 8, 2010 SOUTHWEST VILLAGE PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a Mixed Use PUD including a Transit Oriented Development, Neighborhood Commercial and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1 and 2, Block 1, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood and the transit facility users. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and transit uses shall be limited to the area located north of the access point off of Highway 101. Residential uses shall be located south of the Highway 101 access. • Small to medium sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows) • Office • day care • neighborhood scale commercial up to 8,500 square feet per building footprint • convenience store without gas pumps • specialty retail (book store jewelry, Sporting Goods sale/rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • personal services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a tailor shop, Shoe Repair, Self-service Laundry, Laundry Pick-up Station, Dry Cleaning, dance studios, etc). • Park -and -Ride not to exceed 800 spaces. Southwest Village Design Standards • Residential High Density (8-16 units per acre). C. Prohibited Ancillary Uses • Drive thru Windows • Outdoor storage and display of merchandise d. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building and Parking Setback Lyman Boulevard 10 feet Highway 101 20 feet Highway 212 excluding transit shelters and rams 20 feet Easterly Project Property Line 100 Feet Internal Project property lines 0 Feet Hard Surface Coverage 50% Commercial and Transit Facility Hard Surface Coverage 70% Maximum Residential Building/Structure Height 35 feet or 3 stories, whichever is less Maximum Commercial Building/Structure Height 1 story Maximum Park -and -Ride Ramp excluding the elevator shaft and stair well 35 feet or 3 stories, whichever is less e. Non Residential Building Materials and Design The PUD requires that the development demonstrate a higher quality of architectural standards and site design. The intent is to create a neighborhood and transit friendly development. 2. All materials shall be of high quality and durable. Major exterior surfaces of all walls shall be face brick, stone, glass, stucco, architecturally treated concrete, cast in place panels, decorative block, or cedar siding. Color shall be introduced through colored block or panels and not painted block or brick. Bright, long, continuous bands are prohibited. Block shall have a wehthered face or be polished, fluted, or broken face. Exposed cement ("cinder") blocks shall be prohibited. 4. Metal siding, gray concrete, curtain walls and similar materials will not be approved except as support material to one of the above materials, or as trim or as HVAC screen, and may not exceed more than 25 percent of a wall area. Southwest Village Design Standards 5. All accessory structures shall be designed to be compatible with the primary structure. 6. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. All mechanical equipment shall be screened with material compatible to the building. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 8. There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. 9. The materials and colors used for each building shall be selected in context with the adjacent building and provide for a harmonious integration with them. Extreme variations between buildings in terms of overall appearance, bulk and height, setbacks and colors shall be prohibited. f. Residential Standards Building exterior material shall be a combination of fiber -cement siding, vinyl siding, stucco, or brick with support materials such as cedar shakes, brick and stone or approved equivalent materials as determined by the city. 2. Each unit shall utilize accent architectural features such as arched louvers, dormers, etc. 3. All units shall have access onto an interior private street. 4. All mechanical equipment shall be screened with material compatible to the building or landscaping. 5. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick and stone. 6. All foundation walls shall be screened by landscaping or retaining walls. Southwest village Design Standards g. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard and east of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. h. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. i. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by 4 Southwest Village Design Standards regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: (1) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; (2) Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; (3) Ensure that signs do not create safety hazards; (4) Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; (5) Preserve and protect property values; (6) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; (7) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. Proiect Identification Sign: Two project identification signs shall be permitted for the development at the entrance off of Highway 101. The total area of both Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. 2. Monument Sign: One monument sign shall be permitted at the entrance to the development off of Lyman Boulevard. This sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be setback a minimum of 10 feet from the property line. 3. Wall Signs: a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. Southwest Village Design Standards b. Illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. C. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Signs along the sides of the retail buildings are prohibited unless the actual entrance into a tenant's space is located at the side of the building. e. Wall -mounted signs along Highway 101 shall be limited to either above the storefront windows when a shared entry configuration exists, and for an unshared configuration, the signage shall be located above the entry or above the tenant's specific storefront windows, but not both. f. On the east elevation, signage shall be permitted above the storefront only as well as small-scale pedestrian level decorative signage, perpendicular to the wall (projecting signs). The size of the sign shall not exceed 9 square feet. g. A "SW' logo on the elevator shaft of the parking ramp building shall be permitted. The size of the logo shall not exceed a 4 foot diameter along the north elevation. This logo may be back lit. h. A "SouthWest Transit" with a "SW' logo not to exceed a 4 - foot diameter along the west elevation shall be permitted. This sign may be back lit. A "SouthWest Transit" sign with letters 36 inches high shall be permitted along the south elevation. This sign may not be illuminated. 4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. southwest Village Design standards C. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are tom or excessively worn shall be removed at the request of the city. 5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. 6. Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be Southwest Village Design Standards established to direct traffic within the commercial area and away from residential areas. Prohibited Signs: • Individual lots are not permitted low profile ground business sign. • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area • Menu Signs are prohibited. 8. Sign Design and permit requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. C. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. Lighting Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Southwest Village Design Standards UzAaww 21 IL • AVCue 1=9IMM, trc. C..t,.1��PM M." (7�1, 12 Ft FA to tea e.. FIgum x - Chiu , uptnn` umt Ddp 41 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. The fixtures shall conform with (Figure 36 — Chanhassen Lighting Unit Design). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. k. Non Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area The officelpersonal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. Residential Parking shall comply with city code requirements. G:\PLAN\PUD Design Stendards\SouthWest Village PUD Agreentent.doc Southwest Village Design Standards PLEASE PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317—(952)227-1100 DEVELOPMENT REVIEW APPLICATION Applicant. Address: r L&u• Aamas —A u .. • i�L . J r , �`• Planning Case Noc&.13--I1/ CITY OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PUNNING DEPT Property Owner Name and Address: laacln� Inlipq I it 1=Aen Vnriaii4 . 55 4 Contact: Lfrn 5miih CELS Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) Vacation of Right-of-Way/Easements (VAC) (Addidonal recording fees may apply) Interim Use Permit (IUP) Variance (VAR) Non -conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development* Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Notification Sign -200 Sign Plan Review (City to install and re e) / X for Fil' Fees/Attorney Cost" fly- _ Site Plan Review (SPR)* Soo-tisym . focj6' �U SP /ACNAR/WAPMtetes 8 ounds $450iiinnor SUB 6rJ l� Subdivision* 6004 39) I1�5 TOTAL FEES C170ea G�+�ja$(p03 Final ��a+ An additional fee of $3.00 p ss e public hearing notification area t -P aerie g. Ca *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital cop v in TIFF -Group 4 (*.tif) format. "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. SCANNEU PRQJECTNAINE: 54GYilri'wasrf' YILLAcLi Z„G Awrrtow LOCATION: Ls insti;✓ &2a4 /yW LEGAL DESCRIPTION AND. PID: t` fWSON fjAreW 4U_A6sd Pin 0 - Z5,768oa5r TOTAL ACREAGE: 2.. 79' Are- WETLANDS LWETLANDS PRESENT-. YES NO PRESENTZONING: P” REQUESTED ZONING: PKD PRESENT LAND USE DESIGNATION: /`"rrydLb REQUESTED LAND USE DESIGNATION: ASIDArmr. L REASON FOR REQUEST: s[iC1 Ao d ttW /✓a� f/ES FOR SITE PLAN REVIEW: Include number of existing employees: and new employees 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 16 business days of application submittal. A written notice of application deficiencies shall be malled to the applicant within 16 business days of application. This Is to certify 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, Qs✓rtl.Nrd✓r/� ^r 7_tW %aD Signature Ilcant Date Signet te f Fee Owner a e gAPle WMelopoeM MVIOW applimUon.doc RYLAND HOMES TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952.229.6000 Tel 952.229.6024 Fax v .ryland.com August 2, 2013 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 CITY OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PLANNING DEPT Re: Southwest Village 2"d Addition -Preliminary and Final Plat Application Dear Ms. Al -Jeff: Ryland Homes is pleased to submit to the City of Chanhassen a subdivision application for the preliminary and final plat of Southwest Village 2nd Addition. This application will complete the residential portion of Southwest Village PUD by adding thirty-eight (38) townhomes to the property. The proposed site plan is consistent with the PUD's original plans. Pergolas and benches have been added to the mail box areas to create smaller gathering spaces. Pillars with fencing and additional landscaping beds are also included to complement existing landscapes or planned landscape improvements located on neighboring properties. Additional street lights within the property are planned to be consistent with the current street lights. Ryland's proposed townhomes are a 2-1/2 story row style townhome with 2 -car garages in the rear. Three floor plans are planned to be sold, each with three to four different front elevations. This variety of elevations will allow Ryland to build the six townhome buildings each with its own unique combination of elevations. The siding, trim and stone colors were selected to compliment the current SW Transit Station building. A variety of accent colored shakes, front doors and shutters are planned, giving each building a distinctive appearance. With the needed approvals, Ryland anticipates completing the majoring of the development work this year and opening a model home in January of 2014 to start sales. Ryland Homes appreciates City Staffs assistance with this application. If you have any questions or need any additional information please call Ryan Bluhm with Westwood P. S. at (952) 906-7432 or myself at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities SCANNED Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Landscape dor Southwest Village Chanhassen, Minnesota Prepared for: Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 Contact Mark Sonstegard Phone: 952-229-6000 Fax: 952-229-6024 Prepared by. Project number: 0001664.00 xwr u, aPem KlPi clla�' pill omoo saga mom C Construction Plans Grading, SWPPP, s Ite Sewer, Witter Mels, Sta. 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J•i a @T SIF Ge 4- --- E O� tI.+11 n t O 1^ \ �� zseec. y 3 P10, •1 av �w-sa �ee 4 P ch-- i IL O _1W ml sev PSL > 1911—w C �xar All"Y ijiliq tie!' .. J•i a SIF 4- --- E O� tI.+11 n ? �� zseec. P10, •1 •9 ao 4 P ch-- IL ea�.wPei, ed®®.eee. f pp O _1W ml sev PSL > 1911—w C �xar All"Y ijiliq tie!' .. J•i a SIF 4- --- E O� tI.+11 n ? �� zseec. P s P ch-- IL O _1W ml sev PSL > 1911—w C �xar .. J•i SIF �� zseec. P s P TM O .4� C 0 e n _ - -x CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on August 22, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for SouthWest Village 2"d Addition/Townhomes — Planning Case 2013-19 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. and swom to before me >y of 2013. Notary Pu lic J'CKIM T. MEUWISSEN ry Public-Minnesotama.eion E..p Jen 3t, 2075 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 3, 2013 at 7:00 P.M. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Subdivision Review of 2.75 acres of property Proposal: zoned Planned Unit Development (PUD)-SouthWest Village 2nd Addition; and Site Plan Review with Variances for 38 townhomes-SouthWest Village Townhomes Applicant: Ryland Homes Property Northeast comer of Highway 101 and Lyman Boulevard 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 What Happens public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 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 visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-19. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(&ci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: 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 on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland 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 dose 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 commercial/industrial. • 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, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 3, 2013 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Subdivision Review of 2.75 acres of property Proposal: zoned Planned Unit Development (PUD)-SouthWest Village 2nd Addition; and Site Plan Review with Variances for 38 townhomes-SouthWest Village Townhomes Applicant: Ryland Homes Property Northeast comer of Highway 101 and Lyman Boulevard 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 What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 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 visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-19. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at sal'aff(cDci.chanhassen.mn.us or by phone at 952- Questions & 227-1134. If you choose to submit written comments, it is Comments: 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 on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wettand 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 parry 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 dose 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 party 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 commercial/industdal. • 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 tices 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 not cation. ANDREW & LAURIE AMBROSE CONVENIENCE STORE COREY BERGMAN 8990 QUINN RD INVESTMENTS 628 SUMMERFIELD DR LACROSSE WI 54602-2107 CHANHASSEN MN 55317-7623 BOX CHANHASSEN MN 55317-7644 LA CRAIG L & PATRICIA A MULLEN 611 SUMMERFIELD DR CHANHASSEN MN 55317-7644 GARY A & NINA M SKALBERG 510 LYMAN BLVD CHANHASSEN MN 55317-7622 JEFFREY J & JILL HAHN 622 SUMMERFIELD DR CHANHASSEN MN 55317-7644 KEITH E & LISA L SCHWEGLER 619 SUMMERFIELD DR CHANHASSEN MN 55317-7644 KRAUS-ANDERSON INC 4210 WEST OLD SHAKOPEE RD BLOOMINGTON MN 55437-2951 MATTHEW W & KELLI M BROWER 8955 QUINN RD CHANHASSEN MN 55317-7623 PETER MATHISEN 603 SUMMERFIELD DR CHANHASSEN MN 55317-7644 LEM SIMICH SOUTHWEST METRO TRANSIT COMM 13500 TECHNOLOGY DR EDEN PRAIRIE MN 55344-2283 DONALD J SINNIGER 600 LYMAN BLVD CHANHASSEN MN 55317-9126 GIANETTI PROPERTIES LLC 2899 HUDSON BLVD ST PAUL MN 55128-7100 JOHN T JENSEN II 8925 QUINN RD CHANHASSEN MN 55317-7623 KEVIN W & QI LI LINDERMAN 610 SUMMERFIELD DR CHANHASSEN MN 55317-7644 LEISL FATEMA AU VANTE-JOHNSON 595 SUMMERFIELD DR CHANHASSEN MN 55317-7645 PAUL SCHNETTLER 599 SUMMERFIELD DR CHANHASSEN MN 55317-7645 SCOTT W & BERNADETTE M PAULSON 634 SUMMERFIELD DR CHANHASSEN MN 55317-7644 SPRINGFIELD HOMEOWNERS ASSN 7100 MADISON AVE GOLDEN VALLEY MN 55427-3602 ERIC S & JULIE A OYEN 615 SUMMERFIELD DR CHANHASSEN MN 55317-7644 JEFFREY A & MICHELLE M REITAN 8900 QUINN RD CHANHASSEN MN 55317-7623 JOHN W AHO 625 SUMMERFIELD DR CHANHASSEN MN 55317-7644 KHANH & KHIEM LE 631 SUMMERFIELD DR CHANHASSEN MN 55317-7644 MARK A & ANNMARIE T SCHULTZ 598 SUMMERFIELD DR CHANHASSEN MN 55317-7645 PAUL E & GRETCHEN M HILL 616 SUMMERFIELD DR CHANHASSEN MN 55317-7644 SHANNON G & MICHELLE A KERN 607 SUMMERFIELD DR CHANHASSEN MN 55317-7644 STATE OF MINNESOTA - DNR 500 LAFAYETTE RD ST PAUL MN 55155-4030 STATE OF MINNESOTA - DOT THOR BENSON U S HOME CORP (DBA/LENNAR) 395 JOHN IRELAND BLVD MAILSTOP 604 SUMMERFIELD DR 16305 36TH AVE N STE 600 ST PAUL MN 55155-1899 CHANHASSEN MN 55317-7644 PLYMOUTH MN 55446-4270 MARK SONSTEGARD RYLAND HOMES 7599 ANAGRAM DR EDEN PRAIRIE MN 55344 Name CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Phone:y61_-zz,L6ao7 Fax:9572_Z1R:6'024' Email: prvi 2y�ai✓Q.Goix Planning Case Nol:; 3 _ CITY OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PUNNING DEPT Property Owner Name and Address: Ede n vla ; r t-c� S5�4 Contact: Lir, 5rnict) CeCn Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Interim Use Permit (IUP) Variance (VAR) Non -conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development' Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Notification Sign —200 Sign Plan Review (City to install and relrlOGe) X E for Fill Fees/Attomey Cost" Site Plan Review (SPR)' SOo {i5 y29 "/Og6o PSF ACNAR/WAP/Metes & Bounds $450 'nor SUB Subdivision* (o0Oa3`l) X 14$ TOTAL FEE $ aG'7Qea G 4,b�o3 Fir�a1 An additional additional fee of $3.00 p d� ress wi a public hearing notification area t meg• `�li 'Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "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: ScJLVikW&.yr VILLA-&& Z„O ADD 1'(1 O V LOCATION: /l646rjf LfLAG A" /O/ AWn L+y1+d&L4A/ir/I0 LEGAL DESCRIPTION AND PID: frtN(L01' -A"*1( WAr&r ✓u.mod TOTAL ACREAGE: %.. 79' *C. WETLANDS PRESENT: YES NO PRESENT ZONING: PIAL REQUESTED ZONING: PWD /.I PRESENT LAND USE DESIGNATION:. /Y Y40 REQUESTED LAND USE DESIGNATION: /&514DAL REASON FOR REQUEST: Sri A•frarmv--6 /✓A-e✓L� t/ FOR SITE PLAN REVIEW: include number of existing employees: and new employees: This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing lhls 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 defidendes shall be mailed to the applicant within 15 business days of application. This Is to corny 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 pertalning to this application. I have attached a copy of proof of ownership (either copy of Owners 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 aretrue and correct to the best of my knowledge; SfgnaturebfApblicant Date Signet fFee Own9r g\p'. f. scdcvdopineid"fC i WApprrceliondoc SCANNED RYLAND HOMES TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952.229.6000 Tel 952.229.6024 Fax w .ryland.com August 2, 2013 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 CITY OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PLANNING DEPT Re: Southwest Village Zed Addition -Preliminary and Final Plat Application Dear Ms. Al-Jaff: Ryland Homes is pleased to submit to the City of Chanhassen a subdivision application for the preliminary and final plat of Southwest Village 2°d Addition. This application will complete the residential portion of Southwest Village PUD by adding thirty-eight (38) townhomes to the property. The proposed site plan is consistent with the PUD's original plans. Pergolas and benches have been added to the mail box areas to create smaller gathering spaces. Pillars with fencing and additional landscaping beds are also included to complement existing landscapes or planned landscape improvements located on neighboring properties. Additional street lights within the Property are planned to be consistent with the current street lights. Ryland's proposed townhomes are a 2-1/2 story row style townhome with 2 -car garages in the rear. Three floor plans are planned to be sold, each with three to four different front elevations. This variety of elevations will allow Ryland to build the six townhome buildings each with its own unique combination of elevations. The siding, trim and stone colors were selected to compliment the current SW Transit Station building. A variety of accent colored shakes, front doors and shutters are planned, giving each building a distinctive appearance. With the needed approvals, Ryland anticipates completing the majoring of the development work this year and opening a model home in January of 2014 to start sales. Ryland Homes appreciates City Staff's assistance with this application. If you have any questions or need any additional information please call Ryan Bluhm with Westwood P. S. at (952) 906-7432 or myself at (952) 229-6007. Sincerely, /��fo�- Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities SCANNED TRANSMITTAL Date: August 2, 2013 W Re: Southwest Village Westwood File 0001664.00 To: Sharmeen Al-Jaff City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 From: Ryan Bluhm Wertwood professional services 7699 Anagram Drive Eden prairie. MN 55344 unix 952-937-5150 rax 952-937-5921 rer, "EE 1-SBM37-5150 Evan wpSDWMMCodpS.Com www.westwoodpa.com GrN RECEIVED CHpNHASSEN NUG 0 2 2013 rypNHPSSEN PLANNING DEPT Items: No Description 7 Full Size copies of Engineering Plans, Preliminary and Final Plat 1 11x17 reductions of same 1 Illustrative Site Plan Purpose: For your approval Remarks: Attached are the plans for our Submittal on Southwest Village 2nd Addition. P Please give me a call at 952-906-7432 with any questions. Delivery: Messenger - Rush (2 hr) cc: File, Mark Sonstegard SCANNED E S T w 9: i 5' E n _, 1 11_ MN OT ESNAETW ST. QDOD R (NERD CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 553 08/05/2013 2:00 PM Receipt No. 00226648 CLERK: AshleyM MAW4*9 Southvest ------------------------------------------------------- Final Plat 250.00 Notification Sign 200.00 Attorney Fees 450.00 GIS List 90.00 Site Plan 695.00 Subdivision 1,185.00 Recording Fees 100.00 Total Cash Check Change 00508603 2,970.00 0.00 2,970.00 0.00 SCANNED the Ryland Group, Inc. 00418 JPMorgan Chase Bank, N.A RE 001 W10 -U.& 1YlEM 80.698350. SS]5 ,S 11W 5185]53. 5B .SW ONO Stub 1 of 1 Check Date: 08101/13 NO. 00508603 INVOICE NO. DATE PAYMENT ADVICE GROSS DISCOUNT NET CR072613 07/26/13 SOUnIWEST VILLAGE PLAT APP FEE 2,970.00 2,970.00 ___________ 2,970.00 ___________ ___________ 2,970.00 CITY OF CHANHASSEN RECEIVED AUG n 2 2013 CHANHASSEN PUNNING DEPT Vendor No. Name 8563633 CITY OF CHANHASSEN SCANNED SOUTHWEST VILLAGE TOWNHOMES FEE SCHEDULE $90.00 GIS List 30x$3 $250.00 Final Plat $695.00 Site Plan $500+(39x$5) $1,185.00 Subdivision $600+(39x$15)) $200.00 Notification Sign $450.00 Final Plat Attorney Fees $100.00 Recording Fees (final plat & site plan) $2,970.00 TOTAL CANNEC swr ". Fc. Open Space Easement Description: r- T I An Open Space Easement, lying over, under and T fl IA/ �. �- across the South 90.00 feet of Outlot B, SOUTHWEST VILLAGE, according to the recorded plat r_- thereof, Carver County, Minnesota. I A L- ' I /L. 1 L- Area = 9,000 sf v `C — — — — I -E. LINE OF OUAOT B. SOUTHRES7 VXLAGE PEN h EASEMENT I / EASEMENT � �+ � I Y I' I II I 1 I I -S. LWE OF O/TLOT B.I I 1 I SOUTHREST NLLAGE I /_SE COR OF OUTLOT B. I / SOUTHMEST NLLAGE X /_"A I n A I 'A E, p b' io a� 7/16/2013 OF 1 Chanhassen "• k P -P -M fm en F� ;u9„a� �. �° Ryland Homes Townhomes �� vvestw000d CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park tF Recreation Phone: 952227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.2271310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us September 13, 2013 Mr. Mark Sonstegard Ryland Homes 7599 Anagram Drive Eden Prairie, MN 55344 Re: Preliminary and Final Plat approval for SouthWest Village 2°d Addition; and Site Plan Review for SouthWest Village Townhomes Planning Case #2013-19 Dear Mr. Sonstegard: This letter is to confirm that on September 9, 2013, the Chanhassen City Council approved the final plat for SouthWest Village 2°d Addition and approved the site plan for SouthWest Village Townhomes subject as follows: A. SUBDIVISION "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 2013-19 for SouthWest Village 2°d Addition as shown in plans dated received August 2, 2013, subject to the following conditions: Park Conditions 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). Engineering Conditions The existing gas line and fiber optic line must be relocated to the drainage and utility easement. 2. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. 3. The survey benchmark and elevation must be indicated on the topography plan. 4. The grading plan must show the proposed grades for all driveways. 5. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost). 6. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Mr. Mark Sonstegard September 13, 2013 Page 2 of 6 7. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. he developer's engineer must revise the service connection tables with the correct block and lot numbers. 8. Partial water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. 9. The developer must submit written confirmation with the final plat application indicating that the MnDOT pond located in the south loop of the Highway 101 ramp has been sized to accommodate runoff from this development. 10. Hydraulic calculations must be submitted with the final plat submittals and must include storm sewer inlet capacity analysis to verify that 100% of the runoff from a 10 -year event can be captured and evaluate downstream conveyance for capacity. 11. The utility plan must be revised to show the following: a. Show the proposed water service to the bus station. b. Due to differential settlement, the three valves and the sanitary sewer manhole must not lie within the proposed paver -block circle at the intersection of the access road at the western private driveway intersection. The valves can be relocated outside of the paver - block circle. Sanitary sewer manhole 503 can be installed to the north of the paver -block circle and an additional manhole can be installed to the west of the paver -block circle. c. Sanitary sewer manhole 501 must not lie within the sidewalk. d. Eliminate the 90 -degree bend in the watermain at the Highway 101 intersection and replace with two 45 -degree bends. e. The final utility plan must show the sewer and water services to the townhome units. 12. MnDOT will be invoicing the City for a portion of the utility improvements for this development. The developer must pay for 100% of the invoices that the City receives for this work. 13. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 14. Encroachment agreements are required for the two drainage and utility easements due to the extensive landscaping and sidewalk proposed. Buildine Official Conditions 1. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final platting of the property. " r Mr. Mark Sonstegard September 13, 2013 Page 3 of 6 2. Each lot must be provided with separate sewer and water services. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Water Resources Conditions 1. The Surface Water Pollution Prevention Plan shall include all elements as required under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program MN R100001. This includes, but is not limited to: a. Impervious surface coverage pre- and post -development; b. Total disturbed area c. Soils Map d. Training Documentation e. Chain of responsibility f. Map indicating surface waters or acceptable alternative g. Narrative, design and calculations as to how part IIID of the permit will be met or written authorization from the MPCA exempting this site from the current permit rules. h. Other required elements as listed in the permit and/or Chapter 19 of Chanhassen City Code. 2. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 3. Surface Water Management trunk storm sewer fees due payable to the City at the time of final plat recording, is $38,472.50. 4. The applicant shall apply for and obtain permits, as necessary, from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval." B. SITE PLAN "The Planning Commission recommends the City Council approve the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landscaping Conditions 1. Increase bufferyard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. Mr. Mark Sonstegard September 13, 2013 Page 4 of 6 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. Building Official Conditions 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 2. 'No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. Mr. Mark Sonstegard September 13, 2013 Page 5 of 6 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." The Site Plan Agreement must be prepared by our offices for recording; however, cost estimates for the improvements must be submitted to our offices before the agreement can be prepared. Please refer to the enclosed checklist which stipulates all of the submittal requirements for recording the final plat and associated documents. If you have any questions, please call me at (952) 227-1134 or e-mail me at sal i afRci. chanhassen.mn.us. Sincerely, l Sharmeen Al-Jaff Senior Planner Enclosure ec: Stephanie Bartels, Project Engineer Jerry Mohn, Building Official Mr. Len Simich, CEO g:\plan\2013 planning cases\2013-19 southwest village townhomm\appmval Icua m ITEMS REQUIRED FOR FINAL PLAT RECORDING The following items are required to be miffed for recording of the following plat and associated documents: / ❑ Two signed Final Plat Mylars ❑ Three F'= 200' scale paper and "Ci1y Co ) of the final plat Carver County) ❑ One, I"= 200' scale mylar reductions of the final plat ❑ One, I"= 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) ❑ SWMP Fee: $38,472.50. ❑ Park Fee: $144.400.00. ❑ Collector and Arterial Roadway Traffic Impact Zone fees: $3,147.47 ❑ Partial Water Hookup Fee $69,084.00 ❑ Partial Sewer Hookup Fee $24,738.00 ❑ GIS Fee $415.00 ❑ Administration Fee $13,635.00 ❑ Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates The following must be done before the plat can be filed: ❑ Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. ❑ A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. /1 ITEMS REOUIRED FOR FINAL PLAT RECORDING The following items are required to be submitted for recording of the following plat and associated documents: SOUTHWEST VILLAGE TOWNHOUSES ❑ Two signed Final Plat Mylars ("Official Cop ' and "Ci Co ') ❑ Three P'= 200' scale paper copy of the final plat (for Carver County) ❑ One, F'= 200' scale mylar reductions of the final plat ❑ One, I"= 200' scale mylar reductions of the final plat (with street names and lot and block numbers only) ❑ SWMP Fee: $38.472.50. ❑ Park Fee: $144,400.00. ❑ Collector and Arterial Roadway Traffic Impact Zone fees: $3,147.47 ❑ Partial Water Hookup Fee $69,084.00 ❑ Partial Sewer Hookup Fee $24,738.00 ❑ GIS Fee $415.00 ❑ Administration Fee $13,635.00 ❑ Digital copy of the final plat in .dxf and .tif formats (.pdf compatible) in Carver County coordinates The following must be done before the plat can be filed: ❑ Current year property taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. ❑ A copy of the title commitment or deed must be provided if the developer has closed on the property recently since County records will not likely be updated. 13 -►q Chanhassen City Council — September 9, 2013 Mayor Furlong: Thank you. Is there anyone else that would like to speak or address the council under visitor presentations before we move on? Okay. With that we'll move onto the next item on our agenda and I will start with the next item, item G(1). I apologize, at the beginning of the meeting I should have informed anybody that was here for this, or anybody watching at home that was waiting for this item, this was the question regarding resolution authorizing the issuance of revenue notes for the Ridgeview Senior Housing Facility. The applicant has withdrawn the request and we received that information, the council received that information this afternoon and so we will not be addressing this item tonight. We will be pulling it off our agenda and again I apologize for not stating that at the start of the meeting. So with that, and at this point there is no planned time that it will come back. If the request comes back then we will deal with it at that time but at this point it's being withdrawn by the applicant and so we will move on. SOUTHWEST VILLAGE 2"n ADDITION. SUBDIVISION OF 2.75 ACRES LOCATED AT THE NORTHEAST CORNER OF HIGHWAY 101 AND LYMAN BOULEVARD, APPLICANT: RYLAND HOMES: A. PRELIAHNARY AND FINAL PLAT APPROVAL AND SITE PLAN APPROVAL FOR 38 TOWNHOMES. B. APPROVAL OF DEVELOPMENT CONTRACT. Kate Aanenson: Thank you Mayor, members of the City Council. As you indicated this is for approval for a site plan and for a subdivision. The applicant being Ryland Homes. This property is located at the intersection of Lyman Boulevard and 101 at the northeast comer and surrounding this area is the Southwest Transit Park and Ride lot and to the east then would be also some subdivisions as there is the Springfield neighborhood to the south. Across the street from this is the Kraus -Anderson project that's been under construction and to the, in the southwest comer is also some residentially guided property. Included in here the zoning map on this. This piece of property is actually guided for mixed use so a PUD was put together on this property. It is consistent with the zoning and the PUD. Excuse me the PUD zoning and the land use. So Southwest Village was put together, and the standards were put forward for this PUD. You can see the park and ride has been built. This is the original drawings that were shown here. There is commercial then that would be along Highway 101 and then on the south is the townhouse projects. There's been a few people looking at the townhouse projects over the years and from owner to rental and now that Ryland's picked up, actually the number of units pretty much mirrors what the original intent was. Some of the things that were included in the PUD would be the buffer on the east side, which created that nice transition between the lots immediately to the east. Again getting access to this property off of Lyman Boulevard and coming back out onto 101 as you circulate through the project. So this proposal then includes the preliminary and final plat. This project and the project next as we're getting towards the end of our construction season, want to proceed quickly so they're coming forward with both the preliminary and final plat. When this item did appear before the Planning Commission there was nobody in attendance raising objections on this and there was little site grading to kind of get going before they can actually pull a permit and they're hoping to do that as soon as they can get their development contract approved. So again the final part of this would be site plan approval and then that development contract so you're actually doing three actions then tonight. This is an aerial view of the site. Kind of how it lays out. Again this buffer area here that was part of the original PUD, again we did modify this PUD a number of years ago allowing the units to come closer to the street. It's more urban type project. A little different than what we've done in this city in the past but again being next to the transit hub it was intended to have that urban feel and then you've got commercial across the street. This project also contemplated and incorporated the sidewalks within the project. As you can see here this is one of the elements, staff put a lot of time and consideration and that was trying not to put too many sidewalks in but they do serve different -purposes. For example in this middle area, try to show this as more of a green common space and eliminated the sidewalks going all the way across creating that envelope. Some additional green buffer there. In addition there are sidewalks internally for the users and 12 SCANNED Chanhassen City Council — September 9, 2013 then there's the larger sidewalk trail that would be on 101 and on Lyman Boulevard as well as the internal. There is guest parking in the middle of the project that does meet the city ordinance. This was a question that the Planning Commission asked too. There is parking in the driveways. They're large enough that they could provide additional guest parking but if there was overflow there is this area here. There is street lights. That was one of the questions we did receive from the neighbors in the area. There's pack lights on the units themselves and then there's additional street lighting for the projects so this would be the rendering. I'll show you the materials here. Thank you. You're fine. I'll just zoom out here. So the materials here again, the highly articulated. We've got the standing seam siding. We've got the bricks on the bottom. Shingles, shutters to articulate. You can see the rhythm in the building itself. The change between the different units. There's also be street lighting on these two. I think again the neighbors had concern about but the lighting would be very low. There's street lighting again from the commercial project. What this project also does, as was brought up when we talked about the Kraus - Anderson project that's under construction right now, this building would actually block some of that lighting coming into the neighborhood, to the Springfield with the heights of the buildings and so that should help provide some of the noise and light attenuation that would be going into that neighborhood. This project also incorporates some of the amenities that we put in place in this PUD. Kind of those comer pieces where there's architectural features. Kind of those things that make traffic calming. As we look forward into the future coming over the river crossing, the new river crossing, 101's going to cavy a lot more traffic so I think having these amenities in place to provide that queuing that there'll be someone crossing the streets and that was one of the things the Planning Commission also talked about too is to make sure that there was an adequate crossing for this pedestrians at this location. And then to get across to the conveniences across the street and to the transit hub which were incorporated so again showing the lighting plan. This lighting is similar to what we put in the entire project, including the Southwest Station parking too so it'd be similar. Very architectural. Again this is the subdivision of itself. We're creating the 38 lots which was the original proposal. We had attempts to put in quite a few more but I think this really serves the site the best in providing not only the guest parking but some of that green space. As we know there will be a lot of trips going around between the traffic and the buses so I think this works out very well. So this is the subdivision itself. So with that, Planning Commission did recommend approval and the staff is recommending approval and I'd be happy to answer any questions you have. Mayor Furlong: Thank you. Questions for staff. No questions? Okay, thank you. Is the applicant here? Representative. Good evening. Mark Sonstegard: Good evening Mayor, members of the City Council. My name's Mark Sonstegard. I'm representing Ryland Homes this evening. I just have a few comments and then I'd be happy to answer any questions that you may have. First of all Ryland's pleased to be back working in the city of Chanhassen on a new development. Chanhassen's always been one of the areas that we like to work in. Great market. Great city. I'll add great schools so it's nice to be here. And also to add to that, great staff. When we first were starting to look at this project, one of the fast things we do is we call your staff and then sit down and just have a real nice, easy conversation about what's anticipated for the site. What's doable and see if it's a good match for Ryland so it helps in the process extremely well that you guys have a great staff to work with. The site plan that you see before you is consistent with I believe the original PUD. Ryland has a row townhome that matched the original footprint fairly nicely so the layout came rather easily. Part that we worked with staff on again is you know good layout for pedestrian traffic. Some green space. It's a tight neighbor, it's a tight little area but we were able to create two nice pieces of green space and then flow through the neighborhood. Especially pedestrian flow. There'll be some sight lines as you walk through here that will be, that were created with the building orientations. The green spaces and then the hardscapes that we're adding. Our timeline, we started working on this with staff in June. We have our application in. We're anticipating with your approval tonight to be under construction by the end of the month. We have contractors lined up and ready to go. We'll hope to have it developed during the month of October and then have a townhome building started so we can be open 13 Chanhassen City Council — September 9, 2013 for Spring Preview in March, 2014. Development or buildout is going to take about 20 months from the time we start to the time we close our last home which will put us in the summer of 2015. Size of our townhomes, they start around 1,640 square feet and they go up to 2,250 feet. All the townhomes are two car garages. 3 bedrooms. 2 1/2 baths. 9 foot ceilings and then a number of amenities, or options that you can purchase. Usually you're interested in sale price so I'll just kind of let you know where we're looking. Base price on the smaller homes is going to be in the 190's. The larger homes with a number of options, we're looking into the 280's. With that I'm happy to answer any questions you may have. Mayor Furlong: Okay, thank you. Any questions? Councilman Laufenburger. Councilman Laufenburger: Thank you Mr. Mayor. Mark, nice to have you in front of us again too. We're always pleased with your developments. Can you, with this on the screen, just talk a little bit about traffic flow into and out of the development? Mark Sonstegard: Yeah. Can I get right here so I can point? I can slide it over. Councilman Laufenburger: There you go. Mark Sonstegard: Okay. Traffic into the neighborhood, if you're coming from the north it will be down 101 this way and then in this way. If you're coming from north on 101, it's in here. There's no left tum in here. Councilman Laufenburger. Oh yeah, okay. Mark Sonstegard: So the majority of the traffic into the neighborhood would be to the southern, or that southeast comer. And then you loop around and then into the neighborhood that way. This street is a street that is basically we'll share the maintenance on with Southwest Village, or with Southwest Station and then the streets inside here will be solely the responsibility of our homeowners association. Councilman Laufenburger: So those two roads will also be accessed for the parking at Southwest Station, is that correct? Mark Sonstegard: Yeah, those roads are already in Councilman Laufenburger: Already in place. Mark Sonstegard: Yep. Councilman Laufenburger: Cool. I had just one more question. You said you'll be ready to show a townhouse by, did you say early next year? Mark Sonstegard: Our, what we, yeah we're anticipating development work in October. Start our, this will be our model home right here. We anticipate starting that towards the end of October, early November and having that model right there open for Spring Previous March, 2014. Councilman Laufenburger. Wow, nice. This question may be for Ms. Aanenson. I noticed on one of your original overheads you actually showed 3 different areas. There's the station itself. This residential and then there's a commercial area which is right on 101 between the station and 101. Do you have any, have you had any interest or any looking at that area yet? 14 Chanhassen City Council — September 9, 2013 Kate Aanenson: There's a representative from Southwest Transit here that maybe he'll speak to that but they've been looking at that. Trying to get that leased so. Councilman Laufenburger: Okay, so it's still available is what you're saying? Kate Aanenson: That's correct. Councilman Laufenburger: Okay, alright. Thank you Mark. Mayor Furlong: Other questions? Councilwoman Tjomhom. Councilwoman Tjornhom: Looking at the drawing in front of us, is there enough parking? Public parking. It looks like there's what, how many spots? Like 8. Kate Aanenson: Yes there is. It does, you need like a quarter per unit. This question was also asked by the Planning Commission. It does meet the city ordinance. As I stated there are 2 parking spaces in the driveway, and the driveways are long enough to accommodate guest parking and so there is enough for guest parking. Councilwoman Tjomhom: Is this typical of the amount of spaces we would reserve for? Kate Aanenson: Yes, it's the same ratio we apply for a project anywhere. For an attached project, yeah. Councilwoman Tjomhom: Okay, thank you. Mayor Furlong: Other questions? Distances. Help us understand. From the, from that building in the upper left portion of the screen to 101. How close is the building to the trail or to the road there? Do you know what the setback is and maybe Ms. Aanenson if you know that. And then I'm curious about the distances and setbacks as well on the south, in the southern buildings as well. From Lyman. Kate Aanenson: Try and see if it's in the staff report here. So the setback from Lyman is 15 feet. Is that correct? Mark Sonstegard: That is correct. Kate Aanenson: And then from 101 I've got 47 feet. Mayor Furlong: 47? Kate Aanenson: Right-of-way from 101 to here. Mayor Furlong: I'm sorry, I don't know what you're pointing at. Kate Aanenson: Oh I'm sorry. Mark Sonstegard: Oh I can get it. Mayor Furlong: Okay. That's from the right-of-way or from the? Kate Aanenson: From the property line. 15 Chanhassen City Council — September 9, 2013 Mayor Furlong: Property line, okay. Kate Aanenson: Correct. Mark Sonstegard: So Lyman is 15 correct? Kate Aanenson: Correct. Mark Sonstegard: So here's the property. There's the property line and then the homes are set back 15 feet. And then over here is the 47. Kate Aanenson: Correct. Mark Sonstegard: From this property, for at least 47 feet there. Mayor Furlong: And I guess my questions or comment here is, from a safety of the occupants standpoint, especially on those southern buildings with 15 feet. That's fairly close to, I mean the trail's inbetween that and the road but fairly close to that road. Is that typical of a setback requirement or is that just part of the PUD? Kate Aanenson: We put that, we made that modification to the PUD. Again this is a more urban look so we talked about that gap inbetween and you get that no man's zone so we get 15 to the property line but there's another 15 feet to actually the right -0f --way and we've got the right tum in there. Mayor Furlong: Okay, is the trail within the right-of-way? Kate Aanenson: This trail is. Mayor Furlong: Along Lyman. Kate Aanenson: No, it's outside the right-of-way. The sidewalk is inside of, oh excuse me the property line. The trail is in the right-of-way, I'm sorry. Yes. Mayor Furlong: Okay. Kate Aanenson: So you actually have another 15 feet. Mayor Furlong: So what's, and maybe you're answering my questions. From the curb there Mr. Oehme, maybe you have a sense. We've got the distance from the curb to the trail and then the trail to the, what's the distance between the property line I guess and the road itself and the curb. Paul Oehme: Sure. Mayor, City Council members. There's on the 101 side there's approximately a 10 foot green space between the right-of-way line and the trail. Then the trail's about 10 feet and then I think there's another 8 feet or so. Mayor Furlong: Between the property line and the curb? Paul Oehme: Correct. Mayor Furlong: And how about on the Lyman side? 16 Chanhassen City Council — September 9, 2013 Paul Oehme: On the Lyman it's approx, it varies a little bit with the turn lane there but I think it's, I think the green space between the back of the curb and the trail is roughly about 5 feet. The trail's another 10 feet to 15 and then I think it's another 8 feet to the right-of-way so 20 feet. Mayor Furlong: So 20 plus and then the 15 setback. 23 from the curb to the end... Paul Oehme: Correct and I believe that's from the narrowest location in the turn lane area. Kate Aanenson: And that was the rational basis we gave to moving those forward a little bit because we already had that in the right-of-way. That additional green space to make this project lay out better. Mayor Furlong: Is there a, it's hard to see from that with the trees laid over the top. Is there a sidewalk that runs in front of those homes within that 15 foot? Mark Sonstegard: Yes. Kate Aanenson: Yes. Mayor Furlong: That runs laterally across Mark Sonstegard: Parallel with the trail. Mayor Furlong: Okay. So there'd be a sidewalk running in front of the homes and then a little bit of green space for the rest of the property. Mark Sonstegard: And then the trail. Mayor Furlong: And then the green space, then the right-of-way which includes the trail. Mark Sonstegard: Yeah, and then boulevard and then the road. Mayor Furlong: Okay. Kate Aanenson: Yeah so there's an internal trail. Excuse me, internal sidewalk around the entire project so this would be for the residents of that. If someone was to use guest parking and wanted to get on the sidewalk to come around to one of the units to the front door. So that internal sidewalk goes around the entire project. And then the public trail is within the right-of-way here, both streets. That was the challenge. In the design itself was trying to not duplicate. They have different functions and we spent a lot of time with park and rec trying to resolve that and I think really you know Ryland did a great job trying to figure out a way to create that green space and yet make it, have the mobility, because this is a different type of product. You may somebody moving in here that only has one car so you're kind of going to a different market here. So we worked hard to try to provide that continuity of being able to walk and then also give it that urban feel. Mayor Furlong: And with regard to the, along the internal roads here where the driveways are. I saw some comment about some separating the driveways with some green space or some landscaping. Kate Aanenson: Correct Mark Sonstegard: Yeah. 17 Chanhassen City Council — September 9, 2013 Mayor Furlong: Is the plan. Mark Sonstegard: Yeah, the driveways will be grouped together Kate Aanenson: I've got a map. Mark Sonstegard: Yeah. The driveways will be grouped together in two's and then there's, or maybe here you can see it better but yeah, we'll have green spaces inbetween the driveways with a tree or some, a little bit of lawn so you're not seeing just a row of asphalt. That was something we worked on with staff. Kate Aanenson: Yeah, no I think that, again the challenge and I think trying to mimic what we have going on on the other side. Creating that seating area showed some of those amenities which I think really add a lot to whether people here, and to get the commercial can enjoy someone sitting here. Having that public space. Making it safer that there's, that those amenities matching up what's going on across the street and in this comer too. So trying to really create that buffer here on this side. That's with that additional landscaping. That greater setback is for the noise attenuation on that side. And yet making it feel good with landscaping and the like. Mayor Furlong: Great, thank you. Any other questions at this point? Mark Sonstegard: Okay, thank you. Mayor Furlong: Thank you very much. The public hearing was held at the Planning Commission. My review of the minutes indicated that no one spoke. I don't know if anybody's interested in providing public comment this evening on this. If they are we'd certainly welcome it at this time. Otherwise seeing none, let's just bring it back to council then for discussion and action. Thoughts and comments from members of the council. Councilwoman Ernst. Councilwoman Ernst: Mayor I actually think this is a very ... site and it sounds like all the issues have been talked about and discussed and so, and I would definitely support this proposal. Mayor Furlong: Thank you. Any other comments or discussion? Okay. I think it's a worthwhile proposal. I know that this is one that has been worked on for a while with a number of different Participants and so I want to thank certainly Ryland Homes and Southwest Transit for their diligence here on this project and thank you to staff too for working with these and the many other applicants or potential applicants that have come through so this will be a nice addition to that area of our city and provide more homes for people looking to move to Chanhassen, which we always welcome. With that be happy to entertain a motion. Councilwoman Ernst: I'll make a motion. Mayor Furlong: Councilwoman Ernst. Councilwoman Ernst: I make a motion that Chanhassen City Council approve a preliminary and a final plat to replat Outlot C, Southwest Village into 38 lots and one outlot, Southwest Village 2°d Addition and site plan approval for construction of 38 townhomes, Southwest Village Townhomes subject to the conditions of approval and adoption of the attached Findings of Fact. Mayor Furlong: Thank you. Is there a second? 18 Chanhassen City Council — September 9, 2013 Councilman McDonald: I'll second. Mayor Furlong: Motion's been made and seconded. Any discussion on the motion? Kate Aanenson: Can we get one clarification? We are approving the development contract also. Mayor Furlong: Yes, Councilwoman Ernst do you want to include this as part of your motion? Councilwoman Ernst: Oh, and the development contract. Mayor Furlong: And development contract, okay. And Mr. McDonald you'll second that addition? Councilman McDonald: I'll second. Mayor Furlong: Okay, motion's been made and seconded. Any other discussion? Hearing none we'll proceed with the vote. Councilwoman Ernst moved, Councilman McDonald seconded that the Chanhassen City Council approve the Preliminary and Final Plat to replat Outlot C, SouthWest Village into 38 lots and one outlot, SouthWest Village 2"d Addition as shown in plans dated received August 2, 2013, subject to the following conditions and adoption of the attached Findings of Fact: Park Conditions 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). Engineering. Conditions 1. The existing gas line and fiber optic line must be relocated to the drainage and utility easement. 2. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. 3. The survey benchmark and elevation must be indicated on the topography plan. 4. The grading plan must show the proposed grades for all driveways. 5. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost). 6. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. 7. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. 19 Chanhassen City Council — September 9, 2013 8. The developer's engineer must revise the service connection tables with the correct block and lot numbers. 9. Partial water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. 10. The developer must submit written confirmation with the final plat application indicating that the MnDOT pond located in the south loop of the Highway 101 ramp has been sized to accommodate runoff from this development. 11. Hydraulic calculations must be submitted with the final plat submittals and must include storm sewer inlet capacity analysis to verify that 100% of the runoff from a 10 -year event can be captured and evaluate downstream conveyance for capacity. 12. The utility plan must be revised to show the following: a. Show the proposed water service to the bus station. b. Due to differential settlement, the three valves and the sanitary sewer manhole must not lie within the proposed paver -block circle at the intersection of the access road at the western private driveway intersection. The valves can be relocated outside of the paver -block circle. Sanitary sewer manhole 503 can be installed to the north of the paver -block circle and an additional manhole can be installed to the west of the paver - block circle. C. Sanitary sewer manhole 501 must not lie within the sidewalk. d. Eliminate the 90 -degree bend in the watermain at the Highway 101 intersection and replace with two 45 -degree bends. e. The final utility plan must show the sewer and water services to the townhome units. 13. MnDOT will be invoicing the City for a portion of the utility improvements for this development. The developer must pay for 100% of the invoices that the City receives for this work. 14. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 15. Encroachment agreements are required for the two drainage and utility easements due to the extensive landscaping and sidewalk proposed. Building Official Conditions 20 Chanhassen City Council — September 9, 2013 1. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final platting of the property. 2. Each lot must be provided with separate sewer and water services. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Water Resources Conditions The Surface Water Pollution Prevention Plan shall include all elements as required under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program MN R100001. This includes, but is not limited to: a. Impervious surface coverage pre- and post -development; b. Total disturbed area c. Soils Map d. Training Documentation e. Chain of responsibility f. Map indicating surface waters or acceptable alternative g. Narrative, design and calculations as to how part III.D of the permit will be met or written authorization from the MPCA exempting this site from the current permit rules. h. Other required elements as listed in the permit and/or Chapter 19 of Chanhassen City Code. 2. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 3. Surface Water Management trunk storm sewer fees due payable to the City at the time of final plat recording, is $38,472.50. 4. The applicant shall apply for and obtain permits, as necessary, from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ernst moved, Councilman McDonald seconded that the Chanhassen City Council approve the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landscaping Conditions 21 Chanhassen City Council — September 9, 2013 Increase bufferyard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. Building Official Conditions 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 22 Chanhassen City Council — September 9, 2013 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilwoman Ernst moved, Councilman McDonald seconded that the Chanhassen City Council approve the Development Contract for SouthWest Village 2nd Addition conditioned upon the applicant shall supply the City with a cash escrow or letter of credit for $546,045.50 and pay a cash fee of $293,891.97. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Thank you everyone. Appreciate it. Look forward to seeing it come together. CREEK LANE, APPLICANT: STEVE KROISS, STS PROPERTY, LLC: A. PRELIMINARY AND FINAL PLAT APPROVAL. B. APPROVAL OF DEVELOPMENT CONTRACT AND PLANS & SPECIFICATIONS. Kate Aanenson: Thank you Mayor, members of the City Council. This item appeared at the Planning Commission on August 20'". Again this is similar like the last project, we have a developer that wants to proceed yet this fall and get underway with construction and grading. The applicant STS Properties, LLC. So they're requesting for tonight would be for preliminary and final plat. You're also approving a development contract with this project and with the plans and specifications. The project includes 8 lots and one outlot and public right-of-way. This project was actually kind of preliminary platted when we did the Cimarron project. This project's at the end of Kings Road. It was platted in 2004 and the other project, Cimarron. It had 10 lots and included a stormwater pond. When this project was platted we had them what we call ghost plat how they would lay this out so when this project came forward, really the framework was put in place for this project to go forward today. So this project is located again behind the Cimarron at the end of Kings Road. This is at the kind of the terminus of the city limits. Access to this Kings Road goes into Victoria. There are lots served in Victoria which I'll go into a little bit more detail later. The property to the south of the Kortgard's property is actually the large wetland expanse of Lake St. Joe and so this property will be the continuation of those two streets, as I had mentioned before so pretty straight forward as far as that goes. So the city limits and access was an issue when we actually did the Cimarron so we kind of kept that same framework in place. One of the issues with this development is at the end of the Kings Road, as it terminates, there are homes that are served off of that so one of the issues you'll see on the plat was they had to continue to provide driveway easements off of the extension of Kings Road. So the Park and Rec Director and myself actually on National Night Out was up in this neighborhood here and just one of the issues that those neighbors would like to see is be 23 0 CITY OF CAANAASSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 13 -/q MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: September 9, 2013 SUBJ: Preliminary and Final Plat approval for SouthWest Village 2nd Addition; and Site Plan Review for SouthWest Village Townhomes Planning Case #2013-19 PROPOSED MOTION "The Chanhassen City Council approves a Preliminary and a Final Plat to replat Outlot C, SouthWest Village into 38 Lots and one Outlot, SouthWest Village 2nd Addition; and Site Plan Approval for construction of 38 townhomes (SouthWest Village Townhomes) , subject to the conditions of approval and adoption of the attached Findings of Fact." City Council approval of the site plan and subdivision requires a majority vote of City Council present. EXECUTIVE SUMMARY Recreation Center The developer is requesting a Preliminary and Final plat to replat 2.75 acres into 38 2310 Coulter Boulevard lots and one outlot — SouthWest Village 2°d Addition; and Site Plan approval for the Phone: 952.227.1400 construction of 38 townhomes (SouthWest Village Townhomes). The site is located Fax: 952227.1404 on the northeast corner of Highway 101 and Lyman Boulevard. Planning & Natural Resources PLANNING COMMISSION SUMMARY Phone: 952.227.1130 Fax: 952.227.1110 The Planning Commission held a public hearing on September 3, 2013. The Planning Commission had no issues or concerns and voted unanimously to recommend approval Public Works of the project. The September 3, 2013 Planning Commission minutes are attached. 7901 Park Place Phone: 952.2271300 RECOMMENDATION Fax: 952.227.1310 Staff recommends approval of the request. Senior Center Phone: 952.227.1125 Fax: 952.227.1110 ATTACHMENTS Web Site 1. Planning Commission Staff Report dated September 3, 2013. www.ci.chanhassen.mn.us 2. Planning Commission minutes dated September 3, 2013. g:\plan\2013 planning cases\2013-19 southwest village townhomes\executive summary.doc SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: 9/3/2013 CC DATE: 9/9/2013 REVIEW DEADLINE: 10/1/2013 CASE #: 2013-19 — SouthWest Village 2°d Addition/Townhomes BY: Al-Jaff, et al. "Me Chanhassen Planning Commission recommends that City Council approve a Preliminary Plat to replat Outlot C, SouthWest Village into 38 Lots and one Outlot; and Site Plan Approval for construction of 38 townhomes (SouthWest Village Townhomes) , subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting Preliminary Plat approval of 2.75 acres of property zoned Planned Unit Development (PUD) and located at the northeast comer of Highway 101 and Lyman Boulevard (SouthWest Village 2nd Addition); and Site Plan Review for 38 townhomes (SouthWest Village Townhomes). Applicant: Ryland Homes. Owner: SouthWest Transit. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: Northeast corner of Highway 101 and Lyman Blvd. APPLICANT: Ryland Homes SouthWest Transit 7599 Anagram Drive 13500 Technology Drive Eden Prairie, MN 55344 Eden Prairie, MN 55344 Mr. Mark Sonstegard Mr. Len Simich, CEO msonsteg@.rvland.com lsimichnaswtransit.org PRESENT ZONING: Planned Unit Development, Mixed Use — PUD, Mixed Use 2030 LAND USE PLAN: Mixed Use ACREAGE: 2.75 Acres DENSITY: 13.8 Units/Acre LEVEL OF CITY 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 site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. SCANNED SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 2 of 27 EXECUTIVE SUMMARY: The proposal consists of two requests: Preliminary plat approval to subdivide 2.75 acres into 38 lots and one outlot, and site plan approval for the construction of 38 townhomes. The site is located at the northeast intersection of Highway101 and Lyman Boulevard. Access to the site will be from Lyman Boulevard and a right-in/out only off of Highway 101. The site is zoned Planned Unit Development -Mixed Use. SouthWest Village Park and Ride is located to the north of the subject sit. SouthWest Village 2°a Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 3 of 27 Subdivision/Preliminary Plat: The first request is for the subdivision of 2.75 acres into 38 lots and 1 outlot. Lots 1-38 will house the townhouses. Outlot A contains surface parking areas, drive aisles and all driveways and common areas for the townhomes. Site Plan: The site plan is for the townhomes. The applicant is proposing 4 six -unit and 2 seven - unit townhomes. Materials on the exterior of the homes include stone, HardiePlank, vinyl siding and asphalt shingles. All the garage doors and parking will be hidden behind the buildings and the main focus from Lyman Boulevard and Highway 101 will be the architectural design of these townhomes. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The applicant intends to hold a neighborhood meeting on August 28, 2013. At the time of writing this report, the meeting had not yet taken place. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the preliminary plat and site plan subject to conditions outlined in the staff report. EXISTING CONDITIONS The site is bound by Highway 212 to the north, Highway 101 to the west, Lyman Boulevard to the south, and large -lot residential to the east. The high point of the property lies in the west -central portion of the site and gently slopes. Steep slopes exist within the treed area in the northeast corner of the parent property. APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article Il, Division 6, Site Plan Review Chapter 20, Article VII, Planned Unit Development District Chapter 20, Article XXIII, Division 9, Design Standards for Multifamily Developments SouthWest Village Design Standards BACKGROUND On February 18, 2004, the City of Chanhassen and SouthWest Metro Transit (now known as SouthWest Transit) began a series of three neighborhood meetings. The intent of the planning process was to arrive upon a park-and-ride layout design and a planned unit development that met the functional needs of transit patrons and complement the community within the area's limitations. The February 18'" neighborhood meeting focused on the Project Background and Intent; March 31 " dealt with Alternative Design Concepts and Land Use Schemes; and the April 20 meeting focused on a preferred layout concept, Land Use, and a draft PUD ordinance. SouthWest Village 2nd Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 4 of 27 Each meeting resulted in a list of questions and suggestions. The questions and concerns were addressed and posted on the City's web site. The suggestions (to the extent feasible) were incorporated into a draft PUD ordinance. The final draft layout that was arrived at reflected a park-and-ride facility along the north portion of the site, a commercial component in the center and a residential development along the south portion of the site. o ryrti F ITransit Station Parking Deck 800 ears mex. , 100' Buffer CommeraaVRetail D i 18,000 sq. K - I Housing 10 units wm mex. ' J Enhanced Landscaping �'' y' Access to the site was a concern to the neighbors. Numerous meetings took place with the Minnesota Department of Transportation. These meetings resulted in permitting a right-in/out access off of Highway 101 and allowing full access off of Lyman Boulevard to maintain a 100 - foot setback from the easterly property line. This setback will allow for an adequate buffer between the subject site and the residential neighborhood to the east. SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 5 of 27 MnDOT also agreed to a bus slip lane off of the Highway 212 eastbound on-ramp. AM BUS MOVEMENT I 4 I FE J_ i Y PM BUS MOVEMENT SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 6 of 27 A number of studies were requested by the residents. SouthWest Metro Transit hired consultants to conduct these studies and present them to the neighborhood. They included: 1. PHASE I ANALYSIS OF POTENTIAL IMPACTS OF PROPOSED PARK & RIDE DEVELOPMENT AT THE INTERSECTION OF HIGHWAY 101 AND THE PROPOSED HIGHWAY 212 ON EXISTING RESIDENTIAL PROPERTY VALUES IN CHANHASSEN, by Shenehon Company. The study concluded: The development could potentially have a positive impact on values by creating a buffer to the interstate, preventing higher impact development on the site, and adding convenience to the homeowners in the area. 2. ENVIRONMENTAL ASSESSMENT — NOISE AND AIR QUALITY, by David Braslau Associates, Inc. The study concluded: The proposed Park -and -Ride facility is planned to serve a maximum of eight buses per hour with parking for 800 motor vehicles. During the AM period buses will enter and depart along the north access to the facility and will therefore have minimal impact on both noise and air quality. During the PM period, buses will enter at the north from 771 101 and circle the parking ramp to return to 7N 101 to reach the TH 212 westbound on-ramp. These buses will travel along the east roadway of the facility and between the parking ramp and the new residential structures to be constructed as part of the project. These buses will have somewhat more impact on noise and air quality, although the impacts will be limited. Noise levels during 6-7 AM, which fall under the nighttime period, are expected to exceed the Minnesota noise standards primarily due to traffic on the new TH 212, its ramps, and 771101. Appropriate construction of the new housing proposed for the site can permit higher noise limits to be applied and therefore can comply with noise standards. Noise levels during the PM Peak Hour are generally under the state noise standards except for the apartments that face the access roadway carrying departing buses. However, the 2 dBA exceedance is within modeling error and may not be a problem if no outdoor uses are planned for the north side of these buildings. The buses alone are not sufficient to cause the noise standards to be exceeded. Contributions from the other roadways are sufj"icient for this small exceedance of the standards. Predicted air quality (carbon monoxide concentrations) is well below both the 1 -hour and the 8 -hour standard and no air quality problems are anticipated with operation of the facility. As new diesel engine and diesel fuel regulations are implemented, the potential for odor associated with the facility will also decrease. Appropriate equipment will be able to operate at the facility with little or no odor impacts. SouthWest Village 2'd Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 7 of 27 3. TRAFFIC STUDY FOR PROPOSED TRANSIT -ORIENTED FACILITY IN CHANHASSEN, by Benshoof & Associates, Inc. Levels of service (LOS) are classified as follows: LOS A — free flow LOS B — stable flow, with high degree of freedom LOS C — stable flow, with restricted freedom LOS D — high-density flow with restricted speed and freedom LOS E — unstable flow; at or near capacity LOS F — forced flow; volume exceeds capacity The study concluded that the area surrounding the site will operate as follows: I Y -M_2 qg: 12 EEN6HL 8 ASS C. 952 238 1671 P.B2/A3 ¢o N a`aa B/B �-a ID TN 312 101.0 scut NOR RAMPS 7Tr C /D� `aIII L NA y b DID RAABB 22 W11911�ILDWLD >X= z y L -M R4WR-OUT as � � D pp pp 2�U LBID <I `232 t—NA I1LL NA LY BLVD. "�" t -I 4 �--NADAD }DSD AIA A/Ay NA �pp act NA 1pr NA `o 9 SOUTHWEST TRAFFIC STUDY FOR FIGURE 7 METRO TRANSIT PROPOSED TRANSIT - WEEKDAY A.M. ORIENTED FACILITY LEAK HOUR �BENSNOOF&ASSOATF.S, INC.INCHANHASSEN g LEVELS OF SERVICE SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 8 of 27 MAY -26-2004 09:12 LENSIIOOF B ASSOC. 952 238 1671 P. MAKI pp€ aaJ 1 ME1A0-IFwAENS1T w LVA C� ~err 1ti 312 NORMA RAMPS N t rgrro acne DO =—I p92 WEEKDAY P.M. WBENSXOOF&ASSMATIMM CHANHASSEN 1�I LNA 14 312 SOUTTH RAMPS ZZ 2011 NO -BUILD I I 2011 BUILD )OM a L L,e Rawn ovr !!!444 � a LB/B LL ��IIISI L_A/A CIC i 4 KA .� NA LYN" BLVD. A/A CCS IT� aA�s NA �p@rF* NAS 02 NAS NA 2 SOUTHWEST TRA FOR FIGURES POSED TRANSIT- ENTED FACILITY WEEKDAY P.M. WBENSXOOF&ASSMATIMM CHANHASSEN PEAK HOUR LEVELS OF SERVICE On June 23, 2004, the City Council approved rezoning the property to Planned Unit Development -Mixed Use, and adopted the Planned Unit Development Ordinance that regulated and set standards for the development of this site including permitted uses, landscaping, setbacks, signage, building materials, architectural standards, parking etc. On June 12, 2006, the Chanhassen City Council approved a Planned Unit Development amendment to the Design Standards. They include setbacks, height of parking ramp, location of the retail element and signs, and a variance to allow a reduced setback from Highway 212, Highway 101, and Lyman Boulevard (City Code requires a 50 -foot setback from arterial and collector roads). A preliminary plat to subdivide 10.01 acres into 35 lots and 3 outlots. Lot 1 SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 9 of 27 currently contains the parking ramp. The remaining lots were platted into outlots to be replatted when development of the rest of the site resumes. A site plan was also approved that contained three elements. The first site plan was for a parking ramp located along the northeast portion of the site. The second site plan request was for the retail element. It is intended to occupy the northwesterly portion of the site. The third site plan was for the townhomes. The applicant proposed 1 six -unit, 3 five -unit, and 3 four -unit townhomes. They were proposed to be located along the southern portion of the site. These townhomes were never built. The new request proposes a similar use but with a revised design. The applicant is requesting preliminary plat approval to replat 2.751 acres into 38 lots and 1 outlot. The site is zoned Planned Unit Development -Mixed Use and is located at the northeast intersection of Highways 101 and Lyman Boulevard. The 38 lots will house townhomes with an area of 1.311 acres. Outlot A contains parking areas, drive aisles and green space (1.438 acres). The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." All lots have street frontage (either public or private). Access, on the other hand, is mainly gained from a right-in/out only off of Highway 101 and a full access off of Lyman Boulevard. A private street and cross -access easements will be shared between the properties. Private streets are permitted in this district if the following conditions exist: 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. 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 forested areas. A public street is not required to serve these parcels or adjacent parcels. In fact, the majority of our commercial and high-density establishments have cross -access easements, share curb cuts and access (Villages on the Pond, Market Square, Chanhassen Retail, Frontier, Byerly's, Crossroads Plaza, Market Street Station, etc.). The property has an arterial and collector public street providing primary access to the site. The use of a private street reduces the overall hard surface coverage. SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 10 of 27 The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: Areas: Gross = 119,790 square feet or 2.75 acres BLOCK 1: Lot 1 = 1,812 square feet Lot 2 =1,329 square feet Lot 3 =1,465 square feet Lot 4 = 1,465 square feet Lot 5 = 1,329 square feet Lot 6 = 1,812 square feet BLOCK 2: Lot 1 = 1,812 square feet Lot 2 = 1,329 square feet Lot 3 =1,329 square feet Lot 4 =1,329 square feet Lot 5 =1,329 square feet Lot 6 =1,812 square feet BLOCK 3: Lot 1 =1,812 square feet Lot 2 =1,329 square feet Lot 3 =1,329 square feet Lot 4 =1,329 square feet Lot 5 = 1,329 square feet Lot 6 = 1,812 square feet BLOCK 4: Lot 1 =1,812 square feet Lot 2 = 1,329 square feet Lot 3 =1,465 square feet Lot 4 =1,465 square feet Lot 5 =1,329 square feet Lot 6 =1,812 square feet BLOCK 5: Lot 1 = 1,812 square feet Lot 2 = 1,329 square feet Lot 3 = 1,329 square feet Lot 4 = 1,465 square feet Lot 5 = 1,329 square feet Lot 6 = 1,329 square feet Lot 6 = 1,812 square feet BLOCK 6: Lot 1 = 1,812 square feet Lot 2 = 1,329 square feet Lot 3 = 1,329 square feet Lot 4 = 1,465 square feet Lot 5 = 1,329 square feet Lot 6 = 1,329 square feet Lot 7 =1,812 square feet OUTLOT A (parking areas and drive aisles) = 62,639 square feet or 1.438 acres SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 11 of 27 SUBDIVISION FINDINGS 1. The proposed subdivision is consistent with the zoning ordinance. Findine: The subdivision meets the intent of the city code subject to the conditions of the staff report and the PUD. 2. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with applicable plans. 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; Findine: 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; Findine: The proposed subdivision will be served by adequate urban infrastructure. 5. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage subject to conditions of approval. 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 is provided with adequate urban infrastructure. SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 12 of 27 SITE PLAN The site plan is for the construction of 38 townhomes. The applicant is proposing 4 six -unit and 2 seven -unit townhomes. They are to be located at the northeast intersection of Highway 101 and Lyman Boulevard. Materials on the exterior of the homes include stone, HardiePlank and vinyl siding and asphalt shingles. The applicant is proposed a variation in the exterior design of the individual units while the overall buildings will utilize a variation of colored shakes and window shutters. Decks and window shutters are used to accent the buildings. Some of the units are recessed while others project forward. The roof line is accented by dormers. All the garage doors and parking will be hidden behind the buildings and the main focus from Lyman Boulevard and Highway 101 will be the architectural design of these townhomes. This type of urban housing is typically located closer to the right-of-way to provide an urban edge to the public realm. The city approved a reduced setback for this development as part of the Planned Unit Development Ordinance regulating the subject site to facilitate this. Landscaping islands have been added along the rear of the housing units to soften the appearance of the driveways. Since the Planning Commission meeting, the applicant submitted a revised landscaping plan that reflects landscape islands between the garage doors. This will help soften the continuous appearance of the asphalt driveways. SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 13 of 27 sac eeL . W21 0226 _1 �® 0122 0225 ..0M0224 1y i►y. . O'N 0223 �01B 0222021� 022 ®� .®- j 022 ® N 0221 03M �22.,. �. F 1 522 M3 05N M25 MM 0527 1 1:11522 1 1:0231 M24 M27 W SOUTHWEST VILLAGE CHA-MMASSEN. MN - .�M:. �r►t'�=i>�t��Li�'rve+CS�..aI��EY:.�ac'� . The applicant has done a commendable job on the sidewalks and pedestrian connections on this site. The added landscaping and boulevard trees will provide a calming effect to a busy area With this project, there is an opportunity to create a gateway treatment at the intersection of Lyman Boulevard and Highway 101. The applicant submitted a design that frames this intersection with landscaping, decorative fencing and sidewalk. This design will be repeated as each corner of the intersection develops. This development must comply with the Development Design Standards for SouthWest Village (attached). Another element that the applicant is proposing is an outdoor seating area located at the northwest corner of the site. Wood pergolas are used as an accent and will provide an additional element of interest. These pergolas mimic the design used by the Park and Ride building. It is also used above the mailboxes for the complex which will be centrally located. SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 14 of 27 LIGHTING/SIGNAGE The applicant prepared a lighting plan that is in keeping with the approved standards. The applicant included a photometrics plan. Light levels for site lighting do not exceed 1/2 foot candle at the project perimeter property line as required by city code. This does not apply to street lighting. The applicant intends to utilize an existing sign for this project that is located at the entrance off of Highway 101. This sign was built by SouthWest Transit at the time the parking ramp was built. PARKING aaaou. A IL tAWkM,w GMW � M r o uas� 41 �o na v The residential parking standards require one visitor parking stall for every four units. The applicant is proposing 38 townhomes which translates to 9.5 visitor parking spaces. The applicant is providing 10 guest parking spaces. The applicant is also providing a two -stall garage with each unit which is in compliance with city code. ARCHITECTURAL COMPLIANCE Size. Portion and Placement Entries: All buildings have pronounced entrances. Articulation: The buildings incorporate adequate detail and have been very tastefully designed. The architectural style is unique to the buildings but will fit in with the surrounding area. The buildings will provide a variation in style through the use of dormer;, shutters, glass and stone. The buildings utilize exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. Signs: No new signs are proposed with this phase of the project. All signage must meet the sign criteria in the Planned Unit Development Design Standards for SouthWest Village. Material and Detail High quality materials are being used on all buildings. Color The colors chosen for the buildings are earth tones. The selection is unique, but blends in with the surrounding buildings. SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 15 of 27 Height and Roof Desi The maximum building height in this Planned Unit Development for the residential use is 35 feet or three stories, whichever is less. All buildings meet the minimum standard set in the ordinance. The rooflines are staggered, adding articulation to the design of the buildings. All rooftop equipment must be screened from views. The ordinance requires a pitched element on buildings. There are staggered and pitched elements on these buildings. They comply with this requirement. Multi -Family Design Standards Sec. 20-1088. Architectural style. Architectural style shall not be restricted. Evaluation of the appearance of a project shall be based on the quality of its design and in relationship to its surroundings, guided by the provisions of this section. Site characteristics to be evaluated for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. Designs that are incompatible with their surroundings or intentionally bizarre or exotic are not acceptable. Monotony of design, both within projects and between adjacent projects and its surroundings, is prohibited. Variation in detail, form, and sighting shall provide visual interest. Site characteristics that may be used for this purpose include building and landscaping, colors, textures, shapes, massing of rhythms of building components and detail, height of roof line, setback and orientation. • All building shall have a minimum of 20 percent of accent material. Accent material may include brick, stone cut face block or shakes. The use of any EFIS shall not be on the first story of any building or one story in height. Findings: The proposed development is well situated within the site. It attempts to fit into the environment in which it is located including incorporating urban -style housing. The buildings offer much variety including colors, finishes, roof lines and materials. The buildings are oriented to the street to provide an urban edge. Sec. 20-1089. Land use. All development shall create a unified design of internal order that provides desirable environments for site uses, visitors and the community. The following design elements shall be incorporated into a project: • The project shall create a unique neighborhood identity. • Creation of interconnecting neighborhoods in collaboration with adjoining landowners (street, walkways, preservation of natural features, parks and gathering places). SouthWest Village 2d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 16 of 27 • Each neighborhood has a focal point or gathering place including parks, greens, squares, entrance monuments, historic structures (silos/barns) or public furniture (gazebos, benches, pergolas). Community features may include: landscaping, lighting, benches, tables. • Recreation facilities (playgrounds, tot lots, swimming pools and gardens). • Diversity of product type and design to accommodate different age groups and individuals in different socio-economic circumstances. • Broad variety of housing choices --twin homes, row houses, town homes, flats above garages, apartments over shops, garden apartments, senior living opportunities and condominiums. Findings: This project creates its own little unique setting. It is an integral part of SouthWest Village, which is a transit -oriented development. The common areas include the entire development which offers a plaza, sidewalks, trails, and a gateway component. Sec. 20-1090. Curb appeal. To encourage roadway image or curb appeal projects shall create a variety of building orientation along the roadways; attractive streetscape and architectural detail. All projects shall incorporate two or more of the following design elements: • Orientation to the street or access road: o Setbacks. o Spacing between buildings and view sheds. • Architectural detail/decorative features: o Windows. o Flower boxes. o Porches, balconies, private spaces. o Location and treatment of entryway. o Surface materials, finish and texture. o Roof pitch. o Building height and orientation. • Location of garages. • Landscaping including fencing and berming. • Street lighting. • Screening of parking, especially in apartment and condominium developments. • Variations/differentiations in units including, but not limited to, color, material, articulation etc. Findings: The proposed development has been well situated within the site. It attempts to fit into the environment in which it is located which is a transit -oriented development. The homes have elements such as shutters, entry stoops, landscaping, and screened parking. Garages have been located toward the interior of the development. SouthWest Village Vd Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 17 of 27 Sec. 20-1091. Transportation diversity. All developments shall incorporate multi -modal transportation including two or more of the following elements: • Streets with trails incorporated. • Off-road trails and bike paths. • Provisions for mass transit with bus stops and shelters incorporated into the developments. • Sidewalk connecting internal developments: o Undulating sidewalks. Use of pavers or stamped concrete. o On -street parking and use of roundabouts. o Landscaped boulevards or medians. Findings: The project is a transit -oriented development with sidewalks, trails, public transportation, etc. Sec. 20-1092. Integration of parks, open space, natural historic or cultural resources. • Integrate nature and wildlife with urban environment. o Trails and sidewalks. o Vistas. o Historic features. Preservation of natural features that support wildlife and native plants (slopes, trees, wetlands). Findings: The proposed development is integrated into the city's trail system. The development preserves a 100 -foot landscape buffer along the east edge of the site. COMPLIANCE TABLE Setback 101 Setback Lyman Setback Interior Coverage I I Height Guest I Parkin PUD 20 ft. 10 ft. 0 ft. 50% 35 ft. 10 stalls Proposed 47 ft. 15 ft. 20 ft. 50% 31 ft. 10 stalls SITE PLAN FINDINGS In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 18 of 27 (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: a. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; b. The amount and location of open space and landscaping; c. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and d. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. FindinE: The proposed development is consistent with the City s design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. The site design is compatible with the surrounding developments. It is functional and harmonious with the approved development for this area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the City's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. \:'I9IIYII:\17.9 In conjunction with the Trunk Highway 212 project, this site was assessed by MnDOT's consultant, EnviroScience, for the presence of wetlands in October 2002 and April 2003. Two areas on this site were mapped by the NWI as wetlands. Upon examination of the hydrology, soils and vegetation in these two areas (165 and 166 in the August 14, 2003 EnviroScience SouthWest Village 2°d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 19 of 27 report), it was determined that these two areas are not jurisdictional wetlands. Consequently, no wetland impacts are proposed for this site. EROSION AND SEDIMENT CONTROL The erosion control plan shall be consistent with Chapter 19 of the Chanhassen City Code as well as with the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System (NPDES) requirements that was issued August 1, 2013. A Surface Water Pollution Prevention Plan (SWPPP) was provided with the submittal. This SWPPP must include all elements as required by the aforementioned permit. Some missing elements of note include, but are not necessarily limited too: total disturbed area, pre- and post - development impervious surface area, soils map, chain of responsibility and training documentation, map of surface water and wetlands within one (1) radial mile of the site boundaries or arrows indicating the direction and distance to the feature. The SWPPP must also address Part III. D. PERMANENT STORMWATER MANAGEMENT of the NPDES permit, particularly that a water quality volume of one (1) inch from all new impervious surface must be retained on site. SURFACE WATER MANAGEMENT FEES Surface Water Management trunk storm sewer fees are collected with each subdivision. The fee is based upon buildable land area and is intended to be scaled according to potential surface water runoff contribution. The fee for this development was calculated based upon the following characteristics. • That the site is 2.75 acres in area. • That there is no on-site stormwater treatment provided. • That there is no public right-of-way. BASE FEE ACRES TOTAL WATER QUANTITY $8,660 2.75 $23,815.00 WATER QUALITY $5,330 2.75 $14,657.50 SUBTOTAL $38,472.50 BASE CREDIT ACRES TREATED WATER QUALITY CREDIT $2,830(0.5) 0.00 ($0.00) TOTAL SWM trunk sewer fee $38,472.50 OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES SouthWest Village 2"d Addition/Townhomes Planning Case 2013-19 September 3, 2006 Page 20 of 27 Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. GRADING AND DRAINAGE A storm water management plan was not provided as part of the submittal although the SWPPP references this document on at least two occasions. The applicant is proposing to install a storm water conveyance system to direct runoff to the pond located in MnDOT right-of-way which was constructed as part of the TH 212 project. This pond was sized to accommodate drainage from this area. The city has requested the final stormwater management plan from the TH 212 design build project but has not yet received this document. The preliminary stormwater management plan was relied upon for this review. While it appears that the conveyance system is adequate, the applicant must provide the hydraulic design for the system. This design must look at downstream conveyance to evaluate the likelihood of any capacity issues. The original design was approved prior to the 2008 NPDES permit. The NPDES permit was reissued on August 1, 2013. This iteration requires that all projects in which the development replaces pervious surfaces such as vegetation with one (1) or more acres of cumulative impervious surface, the permittee must design the project to retain a water quality volume of one (1) inch from new impervious surface is retained on site through infiltration or other volume reducing measures. If infiltration is prohibited under III.D.l.j then the permittee must consider other methods of volume reduction as discussed in the permit. The existing site is built up with excess dirt from a nearby development. The stormwater runoff drains to the streets that surround the property and the catch manholes on the northeast and northwest corers of the site. The water enters the stormwater system and flows to the southeast stormwater pond of the TH 212/County Road 101 interchange. The proposed grading plan will direct water to flow to the streets to be picked up by the catch basins and sent to the southeast stormwater pond of the TH 212/County Road 101 interchange. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. The survey benchmark and elevation must be indicated on the topography plan. The grading plan must show the proposed grades for all driveways. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost). Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 21 of 27 EASEMENTS The SouthWest Village 2nd Addition plat will delineate Outlot A as anything outside the individual lots. A drainage and utility easement will cover all of Outlot A. There is an existing gas line and fiber optic line owned by private utility companies. These lines run under proposed structures and must be relocated to lie within the drainage and utility easement. STREETS The developer proposes to construct 24 -foot wide private streets throughout the development. The private streets must be within a 40 -foot wide right of way provided by the drainage and utility easement over Outlot A. Streets 1 and 2 intersect SouthWest Village Drive at 90 -degree angles. The intersections are spaced 202 feet apart, which does not meet the requirement for 300 -foot spacing between intersections. This exception will improve traffic flow because the 202 -foot spacing aligns the Street 1 and 2 intersections with the two commercial drive entrances to the SouthWest Transit ramp. Private roads often carry less traffic than local streets and, from a traffic perspective, act more like driveways. Therefore, a closer spacing to match the existing drive entrances is preferred. Street 3 connects Street 1 and Street 2. It has two dead ends to reach additional driveways. The east end is 65 feet, and the west end is 75 feet. A visitor parking area is provided at the center of Street 3. The parking aisle is 24 feet wide instead of 26 feet, so the space lengths have been extended from 18 feet to 20 feet to make up the difference in aisle width. SANITARY SEWER AND WATERMAIN The developer proposes to construct new 8 -inch DIP watermain that will connect to the existing 8 -inch watermain along County Road 101 to the west and SouthWest Village Drive to the north and east. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. The developer proposes to construct new 8 -inch PVC sanitary sewer that will connect to the existing sanitary sewer along County Road 101 to the west. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 22 of 27 The developer's engineer must revise the service connection tables with the correct block and lot numbers. ASSESSMENTS Partial water and sewer hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. LANDSCAPING Minimum requirements for landscaping for the SouthWest Village development include trees for each home and bufferyard plantings along the south and west property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. The applicant does not meet minimum requirements for bufferyard plantings along Lyman Boulevard. The intent of the bufferyard ordinance is to provide screening for homes that abut a different use, such as a collector road. However, in this case the proposed homes seek to be connected to the street and installing the bufferyard plantings as required would interfere with the relationship between the homes and the public area. Staff recommends the minimum number of shrubs be included in the landscape plan, perhaps at the corners of the units to shield headlights from the lower levels, but the trees may remain as indicated on the submitted plans. Staff recommends that all of the trees located on Highway 101 and Lyman Boulevard between the trail and the curb line be moved to the other side of the trail. The trees will be located within the county right-of-way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the tight -of -way. COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed SouthWest Village Townhomes is wholly located within the Riley Ridge Park neighborhood park service area and the Bandimere Park community park service area. Riley Ridge Park features the following amenities: playground, swings, picnic shelter, basketball court, open play field, sledding hill, trails and parking area. Required Proposed Highway 101 2 canopy trees 8 canopy bufferyard B — 260' S understory trees 13 understory 30' width 5 shrubs 7 shrubs Lyman Blvd. 8 canopy trees 14 canopy bufferyard B — 410' 16 understory trees 0 understory 15' width 24 shrubs 0 shrubs The applicant does not meet minimum requirements for bufferyard plantings along Lyman Boulevard. The intent of the bufferyard ordinance is to provide screening for homes that abut a different use, such as a collector road. However, in this case the proposed homes seek to be connected to the street and installing the bufferyard plantings as required would interfere with the relationship between the homes and the public area. Staff recommends the minimum number of shrubs be included in the landscape plan, perhaps at the corners of the units to shield headlights from the lower levels, but the trees may remain as indicated on the submitted plans. Staff recommends that all of the trees located on Highway 101 and Lyman Boulevard between the trail and the curb line be moved to the other side of the trail. The trees will be located within the county right-of-way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the tight -of -way. COMPREHENSIVE PARK PLAN The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city. The proposed SouthWest Village Townhomes is wholly located within the Riley Ridge Park neighborhood park service area and the Bandimere Park community park service area. Riley Ridge Park features the following amenities: playground, swings, picnic shelter, basketball court, open play field, sledding hill, trails and parking area. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 23 of 27 COMPREHENSIVE TRAIL PLAN The city's comprehensive trail plan calls for public parks to be connected to neighborhoods through a combination of sidewalks and trails. The proposed SouthWest Village Townhomes is connected by sidewalk and trail to both Riley Ridge Park and Bandimere Community Park. The new residents of SouthWest Village Townhomes will also have access to the city's extensive pedestrian trail network to the north, south, east and west. Park fees shall be paid at the rate in effect at the time of final plat approval. At today's rate, the year 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). RECOMMENDATION Staff recommends adoption of the following motions: A. SUBDIVISION "The Planning Commission recommends the City Council approve the preliminary plat for Planning Case 2013-19 for SouthWest Village 2°d Addition as shown in plans dated received August 2, 2013, subject to the following conditions: Park Conditions 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). Engineering Conditions 1. The existing gas line and fiber optic line must be relocated to the drainage and utility easement. 2. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. 3. The survey benchmark and elevation must be indicated on the topography plan. 4. The grading plan must show the proposed grades for all driveways. 5. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost). 6. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 24 of 27 7. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. 8. The developer's engineer must revise the service connection tables with the correct block and lot numbers. 9. Partial water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. 10. The developer must submit written confirmation with the final plat application indicating that the MnDOT pond located in the south loop of the Highway 101 ramp has been sized to accommodate runoff from this development. 11. Hydraulic calculations must be submitted with the final plat submittals and must include storm sewer inlet capacity analysis to verify that 100% of the runoff from a 10 -year event can be captured and evaluate downstream conveyance for capacity. 12. The utility plan must be revised to show the following: a. Show the proposed water service to the bus station. b. Due to differential settlement, the three valves and the sanitary sewer manhole must not lie within the proposed paver -block circle at the intersection of the access road at the western private driveway intersection. The valves can be relocated outside of the paver - block circle. Sanitary sewer manhole 503 can be installed to the north of the paver -block circle and an additional manhole can be installed to the west of the paver -block circle. c. Sanitary sewer manhole 501 must not he within the sidewalk. d. Eliminate the 90 -degree bend in the watermain at the Highway 101 intersection and replace with two 45 -degree bends. e. The final utility plan must show the sewer and water services to the townhome units. 13. MnDOT will be invoicing the City for a portion of the utility improvements for this development. The developer must pay for 100% of the invoices that the City receives for this work. 14. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 15. Encroachment agreements are required for the two drainage and utility easements due to the extensive landscaping and sidewalk proposed. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 25 of 27 Building Official Conditions 1. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final platting of the property. 2. Each lot must be provided with separate sewer and water services. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Water Resources Conditions 1. The Surface Water Pollution Prevention Plan shall include all elements as required under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program MN R100001. This includes, but is not limited to: a. Impervious surface coverage pre- and post -development; b. Total disturbed area c. Soils Map d. Training Documentation e. Chain of responsibility f. Map indicating surface waters or acceptable alternative g. Narrative, design and calculations as to how part IIID of the permit will be met or written authorization from the MPCA exempting this site from the current permit rules. h. Other required elements as listed in the permit and/or Chapter 19 of Chanhassen City Code. 2. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 3. Surface Water Management trunk storm sewer fees due payable to the City at the time of final plat recording, is $38,472.50. 4. The applicant shall apply for and obtain permits, as necessary, from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval." B. SITE PLAN "The Planning Commission recommends the City Council approve the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 26 of 27 received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landscaping Conditions Increase bufferyard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. Building Official Conditions 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Planning Commission Bluff Creek Cottages — Planning Case 2013-8 July 16, 2013 Page 27 of 27 Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." ATTACHMENTS 1. Findings of Fact. 2. SouthWest Village PUD Development Design Standards. 3. Application and Narrative. 4. Plans dated "Received August 2, 2013." 5. Public Hearing Notice Affidavit of Mailing. g:\plan\2013 planning cum\2013-19 southwest village townhomes\staff reporl.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Ryland Homes for Preliminary Plat to subdivide 2.75 acres into 38 lots and 1 outlot — Southwest Village 2"d Addition, and Site Plan Review for the construction of 4 six -unit and 2 seven -unit townhomes — Planning Case 2013-19. On September 2, 2013, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ryland Homes for the following: I. Preliminary Plat to subdivide 2.75 acres into 38 lots and 1 outlot, SouthWest Village 2"d Addition. 2. Site Plan Review for the construction of 4 six -unit and 2 seven -unit townhomes. 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 Planned Unit Development District. 2. The property is guided by the Land Use Plan for Mixed Use. 3. The legal description of the property is Outlot C, SouthWest Village. 4. Section 20-110 Site Plan: a. Is consistent with the elements and objectives of the City's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. Is consistent with this division; c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitor and the general community; 2. The amount and location of open space and landscaping; Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Section 18-39 Subdivision 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; e. The proposed subdivision will not cause environmental damage; f. The proposed subdivision will not conflict with easements of record. 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 dedicated and improved public streets. 3. Lack of adequate sanitary sewer systems and not ISTS (individual sewer treatment system). 2 4. Lack of adequate off-site public improvements or support systems. 6. The planning report 2013-19 dated September 3, 2013, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat for Southwest Villager 2"d Addition and the Site Plan for Southwest Village Townhomes. ADOPTED by the Chanhassen Planning Commission this 3`d day of September, 2013. CHANHASSEN PLANNING COMMISSION BY: Its Chairman Adopted June 28, 2004 Amended June 12, 2006 Amended March 8, 2010 SOUTHWEST VILLAGE PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a Mixed Use PUD including a Transit Oriented Development, Neighborhood Commercial and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1 and 2, Block 1, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood and the transit facility users. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and transit uses shall be limited to the area located north of the access point off of Highway 101. Residential uses shall be located south of the Highway 101 access. • Small to medium sized restaurant -not to exceed 8,000 square feet per building (no drive-thru windows) • Office • day care • neighborhood scale commercial up to 8,500 square feet per building footprint • convenience store without gas pumps • specialty retail (book store jewelry, Sporting Goods sale/rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • personal services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a tailor shop, Shoe Repair, Self-service Laundry, Laundry Pick-up Station, Dry Cleaning, dance studios, etc). • Park -and -Ride not to exceed 800 spaces. Southwest Village Design Standards • Residential High Density (8-16 units per acre). C. Prohibited Ancillary Uses • Drive thru Windows • Outdoor storage and display of merchandise d. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building and Parking Setback Lyman Boulevard 10 feet Highway 101 20 feet Highway 212 excluding transit shelters and rams 20 feet Easterly Project Property Line 100 Feet Internal Project property lines 0 Feet Hard Surface Coverage 50% Commercial and Transit Facility Hard Surface Coverage 70% Maximum Residential Building/Structure Height 35 feet or 3 stories, whichever is less Maximum Commercial Building/Structure Height 1 story Maximum Park -and -Ride Ramp excluding the elevator shaft and stair well 35 feet or 3 stories, whichever is less e. Non Residential Building Materials and Design The PUD requires that the development demonstrate a higher quality of architectural standards and site design. The intent is to create a neighborhood and transit friendly development. 2. All materials shall be of high quality and durable. Major exterior surfaces of all walls shall be face brick, stone, glass, stucco, architecturally treated concrete, cast in place panels, decorative block, or cedar siding. Color shall be introduced through colored block or panels and not painted block or brick. Bright, long, continuous bands are prohibited. 3. Block shall have a weathered face or be polished, fluted, or broken face. Exposed cement ("cinder") blocks shall be prohibited. 4. Metal siding, gray concrete, curtain walls and similar materials will not be approved except as support material to one of the above materials, or as trim or as HVAC screen, and may not exceed more than 25 percent of a wall area. Southwest Village Design Standards 5. All accessory structures shall be designed to be compatible with the primary structure. 6. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. All mechanical equipment shall be screened with material compatible to the building. 7. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 8. There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. 9. The materials and colors used for each building shall be selected in context with the adjacent building and provide for a harmonious integration with them. Extreme variations between buildings in terms of overall appearance, bulk and height, setbacks and colors shall be prohibited. f. Residential Standards Building exterior material shall be a combination of fiber -cement siding, vinyl siding, stucco, or brick with support materials such as cedar shakes, brick and stone or approved equivalent materials as determined by the city. 2. Each unit shall utilize accent architectural features such as arched louvers, dormers, etc. 3. All units shall have access onto an interior private street. 4. All mechanical equipment shall be screened with material compatible to the building or landscaping. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick and stone. 6. All foundation walls shall be screened by landscaping or retaining walls. Southwest Village Design Standards g. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non -parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard and east of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. h. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business's ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by 4 Southwest Village Design Standards regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: (1) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; (2) Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; (3) Ensure that signs do not create safety hazards; (4) Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; (5) Preserve and protect property values; (6) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; (7) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. Project Identification Sign: Two project identification signs shall be permitted for the development at the entrance off of Highway 101. The total area of both Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. 2. Monument Sian: One monument sign shall be permitted at the entrance to the development off of Lyman Boulevard. This sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be setback a minimum of 10 feet from the property line. 3. Wall Signs: a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. Southwest Village Design Standards b. Illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. C. Tenant signage shall consist of store identification only. Copy is restricted to the tenant's proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Signs along the sides of the retail buildings are prohibited unless the actual entrance into a tenant's space is located at the side of the building. e. Wall -mounted signs along Highway 101 shall be limited to either above the storefront windows when a shared entry configuration exists, and for an unshared configuration, the signage shall be located above the entry or above the tenant's specific storefront windows, but not both. f. On the east elevation, signage shall be permitted above the storefront only as well as small-scale pedestrian level decorative signage, perpendicular to the wall (projecting signs). The size of the sign shall not exceed 9 square feet. g. A "SW" logo on the elevator shaft of the parking ramp building shall be permitted. The size of the logo shall not exceed a 4 foot diameter along the north elevation. This logo may be back lit. h. A "SouthWest Transit" with a "SW" logo not to exceed a 4 - foot diameter along the west elevation shall be permitted. This sign may be back lit. i. A "SouthWest Transit" sign with letters 36 inches high shall be permitted along the south elevation. This sign may not be illuminated. 4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. 0 southwest Village Design standards C. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. 5. Building Directory a. In multi -tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. 6. Directional Signs a. On -premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off -premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be 7 Southwest Village Design Standards established to direct traffic within the commercial area and away from residential areas. 7. Prohibited Signs: • Individual lots are not permitted low profile ground business sign. • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area • Menu Signs are prohibited. 8. Sign Designand permit requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. C. Wall business signs shall comply with the city's sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the "street" front and primary parking lot front of each building. j. Lighting Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Southwest Village Design Standards s'Al IL ,141 2!41 Mm Put l Pow Moldli/I8 CA/BH II Pe In nl Rg= M _ MwhUghtl g Uutt Daip H 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. The fixtures shall conform with (Figure 36 — Chanhassen Lighting Unit Design). 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. k. Non Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. 1. Residential Parking shall comply with city code requirements. GAPLAMPUD Design Standards\SouthWest Village PUD Agreement.dee 0 Southwest Village Design Standards NI CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: 7,i 99 &V*&9.4b" iJ2t ✓ EDtr'y LrruG, AN 5�r5g4i- Contact:d ►Z IL SON1itZLstrtQD Phone:y6Z•22q_0007 Fax:9S2.24T.&,rz* Email: .nsyrv�rtSG�,2�r�sri✓a-ion Planning Case Nooidl.3 — � CITY OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PUNNING DEPT Property Owner Name and Address: -`Tec i lr�nJ �r Contact: Leri `a�r�Cch Cr=C Phone: �- Fax: Email: Eral�Si�.�tirn NOTE: Consultation with City 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 (SPR)* 1500 4<5 Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign – 200 (City to install and roeEr e) X E w for Filin Fees/Attomey Cost" P' U SP ACNAR/WAP/Metes 8 Bounds (t450 inor SUB Subdivision` Io39) TOTAL FEE E Jb�GO� An additional fee of $3.0.�50 ress withi a public hearing notification area t --priee4e4hopublichearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **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. :; ;ANNFI' PROJECT NAME: C,0Wflhl✓C4,Vr ✓IU-&&& ono ADD rriO,A/ LOCATION: / 7enidlleu e4AG iilbIF41! /O/ AVD 4H/MA--' &44YYMQ LEGAL DESCRIPTIONAND.PID: ayrw id SowN«✓6'Sf ✓L-LA&d Pin rn -yS7690naa TOTAL ACREAGE: L . 7,5' Arc _— WETLANDS PRESENT: YES / NO PRESENTZONING: PUD REQUESTED ZONING: P" PRESENT LAND USE DESIGNATION: Xyffw REQUESTED LAND USE DESIGNATION: &SIDAOTIAL REASON FOR REQUEST: SCl1 Aire( mY11 /✓A ✓120, ti uL FOR SITE PLAN REVIEW: Include number of existing employees: and new employees This application must be completed In full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provlslons. Before filing this application, you should oonfer 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 deficlencies shall be mailed to the applicant within 16 business days of application. This Is to certify 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 1 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 Tltle or purchase agreement), or I am theauthorizedperson 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 aWlIlonal 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; Qs✓eud�xt✓�/+ 7�zG//3 Signature. licant Date Signat a f Fee Owner e gApie ID s Vclopmwl mykw appl icalion.dac SCANNED RYLAN D HOMES TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952.229.6000 Tel 952.229.6024 Fax v .ryland.com August 2, 2013 Sharmeen AI-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 CITY OF CHANHASSEN RECEIVED AUG 0 2 2013 CHANHASSEN PLANNING DEPT Re: Southwest Village 2nd Addition -Preliminary and Final Plat Application Dear Ms. Al-Jaff: Ryland Homes is pleased to submit to the City of Chanhassen a subdivision application for the preliminary and final plat of Southwest Village 2ad Addition. This application will complete the residential portion of Southwest Village PUD by adding thirty-eight (38) townhomes to the property. The proposed site plan is consistent with the PUD's original plans. Pergolas and benches have been added to the mail box areas to create smaller gathering spaces. Pillars with fencing and additional landscaping beds are also included to complement existing landscapes or planned landscape improvements located on neighboring properties. Additional street lights within the property are planned to be consistent with the current street lights. Ryland's proposed townhomes are a 2-1/2 story row style townhome with 2 -car garages in the rear. Three floor plans are planned to be sold, each with three to four different front elevations. This variety of elevations will allow Ryland to build the six townhome buildings each with its own unique combination of elevations. The siding, trim and stone colors were selected to compliment the current SW Transit Station building. A variety of accent colored shakes, front doors and shutters are planned, giving each building a distinctive appearance. With the needed approvals, Ryland anticipates completing the majoring of the development work this year and opening a model home in January of 2014 to start sales. Ryland Homes appreciates City Staff's assistance with this application. If you have any questions or need any additional information please call Ryan Bluhm with Westwood P. S. at (952) 906-7432 or myself at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities SCANNEC Construction Plans Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Landscape SouthWest Village Chanhassen, Minnesota Prepared for: Ryland Homes 7599 Anagram Drive Edan Prairie, MN, 55344 Contact Mark Sonstegard Phone: 952-229-6000 Fax: 952-229-6024 Prepared by. eeeetlw.ad ew.r..;„ "a number: 0001669.00 v icmity L . k , ,",aa.., L oke Rlley omoo� Construction Plans GWIt[ag, sWPPP, sadta,, sewer, Water Melo, Stom Seer, S Is and larucepe w SouthWest VWege gmeva, M1nnw aw am✓u enE .,em ee.' W nta ver rsn vavmtoe, � walne r ir.wn con.a Plan J SWPPP v swPP Not" M.'. s eaeuoe Ple, e baa-o..loPm.m o,.eo S w.o olo, - - 7O.rall 01111<y R Shu' e e.neZ he Wo'w M.M Cm.t—N- "N"s Sanil.ry a We<n u.M Cm.lru.lbn PIS, 10 'Slr.' a Slum Seer C.2cZ Plu 11 Slrul k Slum Suer Cm.Wcllcn Pl.n 13 Lo.aecope Pl- u — .01. o.'m Plme U — LanaaceP. o.mi. ane Not. o.ae. le o.mne 17 OH.Ae I e -uamlc P. v icmity L . k , ,",aa.., L oke Rlley omoo� Construction Plans GWIt[ag, sWPPP, sadta,, sewer, Water Melo, Stom Seer, S Is and larucepe w SouthWest VWege gmeva, M1nnw aw am✓u enE .,em R, w .. 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S.J p �. gg 8 t c A �oLL °y°y m°um® O y� fp W LL g w 8 o TILL z Oe Fm �kd�W Wag a mu m 5gS $3`'y m Na @ - � �v ♦ur�Ldo. rnm--� � _ ..A r X9.:4_ __ �_e� Qi.IVdM-tWTN6'SO.P. vC LG a ay a Ns LL �r� a'IF8 4 SE X it .qf n — _ 2 O 16 av y ¢ E s R s i Q 60a 0 C - RF a % 15 C \yam tNi � 3 ^�^' V 9 ^•L � yy t i 31 i E t LL Qi.IVdM-tWTN6'SO.P. vC LG a ay a Ns LL �r� a'IF8 4 SE X it .qf n — _ 2 O 16 av y ¢ E s R s i Q 60a 0 RF % 15 C C CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on August 22, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for SouthWest Village 2°d Additionfrownhomes — Planning Case 2013-19 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. AEC Subscribell and sworn to before me this roday of, 2013. Notary Pu lic �,� KIM T. MEUWISSEN \. Notary Public -Minnesota My Commission Expires Jen 31.2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 3, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Subdivision Review of 2.75 acres of property Proposal: zoned Planned Unit Development (PUD)-SouthWest Village 2nd Proposal: Addition; and Site Plan Review with Variances for 38 townhomes-SouthWest Village Townhomes Applicant: Ryland Homes Property Northeast corner of Highway 101 and Lyman Boulevard 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 What Happens public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 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 Proiect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-19. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff Questions & by email at saljaff(aci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is Comments: 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 on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland 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 mmmerclal/industnal. • Minnesota State Statute 519.99 requires all applications to be processed within 80 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. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 3, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Subdivision Review of 2.75 acres of property zoned Planned Unit Development (PUD)-SouthWest Village 2nd Proposal: Addition; and Site Plan Review with Variances for 38 townhomes-SouthWest Village Townhomes Applicant: Ryland Homes Property Northeast corner of Highway 101 and Lyman Boulevard 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 1. Staff will give an overview of the proposed project. at the Meeting: 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 visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-19. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff(a)ci.chanhassen.mn.us or by phone at 952 - Questions & 227-1134. If you choose to submit written comments, it is Comments: 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 on the project web site listed above the Thursday prior to the Planning Commission meeting. Cay Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, wetland 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 commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 80 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. ANDREW & LAURIE AMBROSE CONVENIENCE STORE COREY BERGMAN 8990 QUINN RD INVESTMENTS 628 SUMMERFIELD DR CHANHASSEN MN 55317-7623 PO BOX 2107 CHANHASSEN MN 55317-7644 LACROSSE WI 54602-2107 CRAIG L & PATRICIA A MULLEN 611 SUMMERFIELD DR CHANHASSEN MN 55317-7644 GARY A & NINA M SKALBERG 510 LYMAN BLVD CHANHASSEN MN 55317-7622 JEFFREY J & JILL HAHN 622 SUMMERFIELD DR CHANHASSEN MN 55317-7644 KEITH E & LISA L SCHWEGLER 619 SUMMERFIELD DR CHANHASSEN MN 55317-7644 KRAUS-ANDERSON INC 4210 WEST OLD SHAKOPEE RD BLOOMINGTON MN 55437-2951 MATTHEW W & KELLI M BROWER 8955 QUINN RD CHANHASSEN MN 55317-7623 PETER MATHISEN 603 SUMMERFIELD DR CHANHASSEN MN 55317-7644 LEM SIMICH SOUTHWEST METRO TRANSIT COMM 13500 TECHNOLOGY DR EDEN PRAIRIE MN 55344-2283 DONALD J SINNIGER 600 LYMAN BLVD CHANHASSEN MN 55317-9126 GIANETTI PROPERTIES LLC 2899 HUDSON BLVD ST PAUL MN 55128-7100 JOHN T JENSEN II 8925 QUINN RD CHANHASSEN MN 55317-7623 KEVIN W & QI LI LINDERMAN 610 SUMMERFIELD DR CHANHASSEN MN 55317-7644 LEISL FATEMAAU VANTE-JOHNSON 595 SUMMERFIELD DR CHANHASSEN MN 55317-7645 PAUL SCHNETTLER 599 SUMMERFIELD DR CHANHASSEN MN 55317-7645 SCOTT W & BERNADETTE M PAULSON 634 SUMMERFIELD DR CHANHASSEN MN 55317-7644 SPRINGFIELD HOMEOWNERS ASSN 7100 MADISON AVE GOLDEN VALLEY MN 55427-3602 ERIC S & JULIE A OYEN 615 SUMMERFIELD DR CHANHASSEN MN 55317-7644 JEFFREY A & MICHELLE M REITAN 8900 QUINN RD CHANHASSEN MN 55317-7623 JOHN W AHO 625 SUMMERFIELD DR CHANHASSEN MN 55317-7644 KHANH & KHIEM LE 631 SUMMERFIELD DR CHANHASSEN MN 55317-7644 MARK A & ANNMARIE T SCHULTZ 598 SUMMERFIELD DR CHANHASSEN MN 55317-7645 PAUL E & GRETCHEN M HILL 616 SUMMERFIELD DR CHANHASSEN MN 55317-7644 SHANNON G & MICHELLE A KERN 607 SUMMERFIELD DR CHANHASSEN MN 55317-7644 STATE OF MINNESOTA - DNR 500 LAFAYETTE RD ST PAUL MN 55155-4030 STATE OF MINNESOTA - DOT THOR BENSON U S HOME CORP (DBA/LENNAR) 395 JOHN IRELAND BLVD MAILSTOP 604 SUMMERFIELD DR 16305 36TH AVE N STE 600 ST PAUL MN 55155-1899 CHANHASSEN MN 55317-7644 PLYMOUTH MN 55446-4270 MARK SONSTEGARD RYLAND HOMES 7599 ANAGRAM DR EDEN PRAIRIE MN 55344 CHANHASSEN PLANNING COMMISSION REGULAR MEETING SEPTEMBER 3, 2013 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: m YuAndrew Aller, Mark Undestad, Kim Tennyson, Lisa Hokkanen, Maryasuf, and Stephen Withrow MEMBERS ABSENT: Steven Weick STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Alyson Fauske, Assistant City Engineer PUBLIC HEARING: SOUTHWEST VILLAGE 2"n ADDITION. PLANNING CASE 2013-19: REOUEST FOR PRELIMINARY PLAT REVIEW OF 2.75 ACRES OF PROPERTY ZONED PLANNED UNIT REVIEW WITH VARIANCES FOR 38 TOWNHOMES (SOUTHWEST VILLAGE TOWNHOMES). APPLICANT: RYLAND HOMES. OWNER: SOUTHWEST TRANSIT. Al-Jaff: Chairman Aller, members of the Planning Commission, the application before you today is for a site plan as well as a subdivision. The site is located at the northeast intersection of Lyman Boulevard and Highway 101. Highway 212 is located to the north of the subject site as well. This is a site that was created back in 2004. That's when work began on this location and it was planned for a park and ride, retail as well as residential component. The site is guided mixed use on the 2030 land use plan and is zoned planned unit development. The property to the west of the site has a similar zoning. To the south of the subject site we have a residential development, Springfield. The property to the east is also guided residential as well as residential single family zoning. Under the mixed use land use you are permitted to have a development that is commercial neighborhood oriented as well as developments that have high density residential. What the applicant is proposing is a development that consists of high density residential, basically townhouses. The maximum they can have is 16 units per acre and what the applicant is proposing is 13.8 units per acre net so they are below the minimum. The maximum that is permitted on the site. Just to orient you with the site one more time, there is an existing building that is a park and ride ramp. Two stories of this park and ride has been constructed. At a future date when the need presents itself the third floor will be built. There will be a total of 800 parking spaces included in this parking ramp. The building that you see to the west of the subject site, these are intended to be retail office. They have not been developed or constructed yet. However the City has given approval, site plan approval for those buildings. Approval was given back in 2006. And then the area that is to the south of the site is where the residential component was always intended to be. So as mentioned what is before you is a preliminary plat. Currently there is an outlot and city code requires that an outlot be replatted into lots and blocks before it is permitted to be built on. We have a total of 38 parcels and the site plan is for 38 townhouse units. The location of the townhouses on the aerial photograph that you see before you again is on the northeast intersection of Lyman Boulevard and Highway 101. One of the things that you will notice is the area that is to the east of the subject site right here. This is a 100 foot wide buffer strip. It contains mature trees and it serves as an excellent buffer between the subject site and the property to the east of it. One of the things that you might recall again, Kraus -Anderson put a building to the west of Highway 101. This was a strip mall, multi -tenant building. One of the things also that we might want to mention is this is a transit oriented development so you will notice that there are quite a few sidewalks in the area. There are trails. It's not your typical townhouse development. One of the things that we also Chanhassen Planning Commission — September 3, 2013 need to mention is currently the buses go in via a right-in/right-out off of Highway 101 and there are lanes that are dedicated, the area that is to the east of the ramp. These lanes are dedicated to buses only. Regular vehicles cannot use that lane. One thing I need to point out, we just today we got a memo from MnDOT basicfdly saying that we need to put a sign that says buses only and I'm sure you've seen those signs in Eden Prairie and they are quite common. For the residential portion, and residents of this development they will be able to access the site off of Lyman Boulevard. This is a full access off of Lyman Boulevard or as mentioned earlier they can come in via a right-in/right-out only off of Highway 101. There is no direct access to the individual homes off of Lyman Boulevard or 101. Everything, every single unit will be accessed via a private street that loops internally. The site plan for this site, overall the project has really been well designed. The applicant is proposing to build again 38 townhomes. Of those we have four 6 units and two 7 units. They are to be located to the northeast intersection of 101 and Lyman Boulevard. Materials on the exterior of the building are right here. Basically there is a stone element. There is some smart siding which is the trim. There is some vinyl siding as well as asphalt shingles. The applicant is also proposing variation in the exterior design of the individual units while the overall building will utilize the same color variation. Shakes and windows will be changing from one building to the next. Decks and window shutters are used to access the buildings and some of the units are recessed while others project forward. As mentioned some of the units are recessed. Some of the units have different design elements on them. The roof line is accented by dormers. The main focus as you're driving along 101 and Lyman Boulevard will be the front elevation of the homes. All the garages will be oriented internally. You will not be able to see them One of the other things that was done with the garages, just because of the private street and the driveways. They've added some landscaping to just soften the appearance of the rear of those homes. The decks are also on the rear elevation of these townhouses. This type of design is customarily built closer to the property lines. Closer to the streets so when, back in 2006 when the application appeared before the City Council and the design element was discussed with the Planning Commission and City Council it was agreed that these homes should truly have a reduced front yard setback and that's why you will see that, the setback is reduced on the residential element of these townhouses. Some of the, this is a planned unit development. Whenever we have a planned unit development we ask for additional elements, amenities and I have to admit that before we even requested these items from the applicant they are the ones that came in, brought them before us so we need to commend the applicant for all the effort that they put into this. There is an outdoor seating area that they are proposing. One of the things that you will notice with the park and ride, there is a trellis and an arbor throughout so they have brought this element back into this development. The first trellis will be immediately above all of the mailboxes and the second one will be for aesthetic reasons only. The upper portion of the arbor is mimicking what you see at the park and ride and then the lower portion of it is just pulling in some residential elements. Light fixtures, there is an approved design for the lights for this development and that's what the applicant is proposing to continue with. In order to build those homes we need to replat those parcels and as I mentioned earlier there are 38 parcels. What you see in beige is the location of the individual lots and what is shown in green is the location of the green space. The individual driveways as well as the private street. There will also be some sidewalks there. Staff is recommending approval of the preliminary plat as well as the site plan for the construction of 38 townhouses and I'll be happy to answer any questions you may have. Aller: Anyone have any questions? Yusuf I just have one. I may have missed it. I like the pictures you showed. Can you please show how the sidewalk will connect to the existing sidewalk on 101? Al -Jaffa So here is the sidewalk. Here is Highway 101 right here. There will be a connection along the north portion of the site. There will be another connection. There are two things happening. There is a trail as well as a sidewalk so you've got two, two pedestrian access points on this site. The area that is closer to the individual homes, that is the sidewalk. There are 1, 2, 3 connections to the trail and there are Chanhassen Planning Commission — September 3, 2013 no connections off of 101 except at the end so the individual homes will not have the connection to the main trail. Did I answer the question? Yusuf: You did but I have one more. Al-Jaff: Okay. Yusuf. Will there also be a crossing point between this development and then the transit station right above it? AI-Jaff: There will be a crossing between, right here and that's off of Highway 101. And then there will be a crossing along 101 to the west to the development to the west. Yusuf: Thank you. Aanenson: I was just going to add to the comments on the sidewalk. We spent a lot of time internally discussing it and challenging the developer to, for the sidewalk issue. Sidewalk versus trail. Do we need two? Are they duplicating? You have a long sidewalk coming down to the trail. Typically those, the trails are plowed. Sidewalks not necessarily with security so I think a good compromise was made in this middle area where we had a lot of sidewalks to kind of create a little bit more green space because internally this is a way to walk through for someone that wanted to come through this way so I think it's a good compromise but because it's really an urban setting you still want to create those green spaces and get some privacy so it was a challenge but I think it turned out pretty good. Hokkanen: I do have a question regarding the sidewalk. Do we have enough parking, extra parking spaces because when you have the set-up of townhomes like this, their guests are all going to be coming to their front door, around and it looks in the middle of the development there's plenty but on some of the outsides like there's no parking spots. AI-Jaff: Combination of two things happening here. The first one is yes, we do have the 10 parking spaces which meets the intent of the ordinance. Hokkanen: Okay. AI-Jaff: The individual driveways in front of the garages and then you are in a development that is transit oriented so there is a parking ramp and, but again this proposal before you meets ordinance requirements on it's own. It does not need the park and ride. Aanenson: Again it's not shown on here but we do a lighting plan. That was an area that was more well lit, kind of in that area where those parking, guest parking stalls are. That was one of the concerns too that we did hear from some of the neighbors regarding lighting so there is street lighting. Sharmeen showed the picture of the lamps in that PUD so they're in this area. Then there are some here, here and here so that again to guide guests to be able to get to the units that they would want to in there and then there's additional lighting on the back of the park and ride too so. Aller: Have we looked at, because of the way it's formulated, the safety issues? How do we feel about fire and emergency going in and out? AI-Jaff: It's been reviewed by the fire marshal as well as engineering staff, the building official and they're satisfied. Chanhassen Planning Commission — September 3, 2013 Aller: And then snow removal? Are they just going to, are they going to actually take or are they going to plow do you know? Aanenson: Well right now I believe Southwest Transit probably trucks some of their's off site. They could push it over into the green space. Len Simich: Hi, Len Simich, Southwest Transit. Right now we do it with a fairly large snow dump in the front part of the ramp. It'd be on the east side. On the northeast side of the ramp but should we need to truck it out we will. I know a couple years ago we did have that much snow that we actually did remove some of it off site. Aller: Great, thank you sir. And then how are we looking on the drainage issues? Are there any problems? Fauske: Back in 2004-2005 when the overall PUD of the site was being developed, it was in conjunction with the Highway 212 project that there was some ponding on the northeast side of the site there and that pond was, the intent of that pond was to provide ponding for the entire site, including the townhomes here. In the staff report it does indicate that we would just like a letter confirming that the pond was constructed to provide adequate space for this site and additionally some of the rules have changed since this originally came through in the development phases. There is a new rule that went into effect August I" and the developer has been in contact with the MPCA regarding those new requirements and the indication that the MPCA has given verbally is that this particular site would be so called grandfathered in because it was under a set of previous standards and we would just like that information in writing and the developer has been willing to work with us on that. Aller: Great, thank you. Any other questions? Withrow: I'm just curious about, with regard to the houses adjacent to, or the northern part of the property adjacent to where the buses will be going in and out. Will there be extra sound proofing required? I mean it just seems, I don't think I'd want to be living there in the morning when they're whipping through there. A] -Jaffa There was a noise study that was conducted back in 2004 and it concluded that it meets requirements. The Minnesota Pollution Control Agency standards were met. Also the other thing that this parking ramp did was created an actual barrier between Highway 212 and the residential neighborhood to the south of it so if anything it reduced. I understand the question is specifically on the buses but this development, overall development reduced the noise that is generated from Highway 212 and acted as a barrier. Withrow: Thank you. Al -Jaffa You're welcome. Aller: Okay, any other questions? Ahight, not hearing any questions at this point we'll open the public hearing. Or we're ask the developer to come forward. If you could state your name and address for the record sir. Mark Sonstegard: Good evening. My name is Mark Sonstegard. I'm representing Ryland Homes tonight. 7599 Anagram Drive, Eden Prairie. Also with me tonight is Ryan Bloom from Westwood Professional Services. First I want to say Ryland Homes is pleased to be working again with the City of Chanhassen on a new development and also I want to thank staff for working with us on this project. It Chanhassen Planning Commission — September 3, 2013 was fairly seamless. We came in about a month and a half ago and laid out the project and we got some really, nice clear direction on what needed to be done and some ideas on where to go and from there that's kind of where we came out with the development plans. I just have a few comments. Not a whole lot and then I'd be happy to answer any questions you may have. Again we basically took the site plan from the original approved PUD. That layout seemed to work the best. Ryland had a carriage townhome project, product that fit that row style townhome nicely so laying, putting it together was a lot of the hard work was already done on that end and then basically we spent a couple weeks just tweaking it, like staff mentioned. Working out sidewalk locations. Some interesting hardscape elements. Landscaping. Parking. We also shifted around a couple green spaces for some additional snow storage for in the winter time. Our plan for this project, we're anxious to get going. With the approvals that we're anticipating in September, Ryland plans to close on the project in late September, early October and actually develop this during the month of October and our goal is to have a townhome building open for the Spring Parade in March, 2014. For a build out of these 38 homes, we're looking about 20 months from start to finish, and that's anticipating a sales pace of about 2.5 to 3 homes per month. Little bit of information about the homes themselves. There are 3 designs. There's 3 separate homes that we're looking at building. The end homes are our larger homes which are 2,200 square feet. We also have that style that can fit in, as an interior unit which is just a little bit smaller at 1,900 square feet. And then we have two other interior homes that are right around 1,600 square feet. All the homes have garages in the rear. They're all two car garage. They're all 3 bedrooms, 2 1/2 baths. 9 foot first floors and a bunch of options that you can add to your townhome. Price is usually a question most asked so I'll just answer it right now real quickly. We're anticipating the base price for our homes to be in the $190,000 range and then for the larger homes loaded up with some options we're anticipating sales to go into the $280,000 range. So with that I'm happy to answer any questions you may have. Aller: Great. I always ask the developers if you've had an opportunity to take a look at the report and you're working with staff now, is there anything that you foresee would be a problem for you to complete with them as far as conditions that are stated in the report. Mark Sonstegard: No, not at this time. I've gone through the staff report with our engineer. I spoke with Alyson. Worked with Sharmeen. Yeah, we've gone through all the items. Aller: Great, thank you. Hokkanen: One question, based on the elevations, is there a basement? Is there a lower level, main level and an upper level? Mark Sonstegard: Yeah, they're three level townhomes. As you enter the front door you have an option to go up half a flight of stairs to the main living area or you can go down half a flight of stairs to a basement which is an optional finish area which you could add, from the square footage that I mentioned before, you can add another 250 to 300 square feet. You can put a bedroom down there or a little TV room and a bathroom. And then also on that lower level is the garage. Again from the front door going up half a flight of stairs there we have a, it's an open space concept plan on all the homes where you have kitchen, living space and then you go up another full flight of stairs to 3 bedrooms. Hokkanen: Thank you. Aller: Anyone else? Okay, thank you so much Mark Sonstegard: Thank you. Chanhassen Planning Commission — September 3, 2013 Aller: And would anybody else like to speak on behalf of the development? Alright. We'll open up the public hearing at this time. Anyone wishing to speak for or against the motion please step forward. State your name and address for the record. For those of you not in attendance please make sure that you check the website. There is a complete report which includes a number of plan items and descriptive drawings so that you can take a look at this and follow this item before the City Council again on September 9d , 2013. Seeing no one step forward, I will close the public hearing and open for comment from the commissioners. Undestad: I think it's, spent some time on there. Quality time. It looks nice. Fits in nice. Aller: I think the plans look complete. Give you a good idea of I think what it's going to look like. I think it fits into the, completes the puzzle that's been, being put together solely out there and it will be a good addition. The traffic and the sound and the water having been taken care of. So with that I'll entertain any motions that somebody would like to make regarding this project. Undestad: I'll make a motion that the Chanhassen Planning Commission recommend the City Council approve preliminary plat to replat Outlot C, Southwest Village into 38 lots and one outlot and site plan approval for construction of 38 townhomes, Southwest Village Townhomes subject to the conditions of approval and adoption of the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Yusuf. Second. Aller: Having a motion and a second, any finther discussion? Undestad moved, Yusuf seconded that the Planning Commission recommends that City Council approve the preliminary plat for Planning Case 2013-19 for SouthWest Village 2"d Addition as shown in plans dated received August 2, 2013, subject to the following conditions: Park Conditions 1. In lieu of parkland dedication and/or trail construction, full park dedication fees shall be collected at the rate in force at the time of final plat approval. At today's rate, 2013, these fees would total $144,400 (38 townhomes x $3,800 per unit). En intg eerine. Conditions 1. The existing gas line and fiber optic line must be relocated to the drainage and utility easement. 2. The developer must submit a soils report with boring logs, indicating soil conditions, permeability. 3. The survey benchmark and elevation must be indicated on the topography plan. 4. The grading plan must show the proposed grades for all driveways. 0 Chanhassen Planning Commission — September 3, 2013 5. An erosion control escrow is required in the amount of $14,850 (110% of the estimated erosion control cost). 6. The developer's engineer must revise the labels of the watermain lengths in the profile view so that they match the plan view. 7. The developer's engineer must revise the watermain and sanitary sewer profile street name label to match the plan view. 8. The developer's engineer must revise the service connection tables with the correct block and lot numbers. 9. Partial water and sewer hook-ups are due at the time of final plat. The hook-up fees will be assessed at the rate in effect at that time. 10. The developer must submit written confirmation with the final plat application indicating that the MnDOT pond located in the south loop of the Highway 101 ramp has been sized to accommodate runoff from this development. 11. Hydraulic calculations must be submitted with the final plat submittals and must include storm sewer inlet capacity analysis to verify that 100% of the runoff from a 10 -year event can be captured and evaluate downstream conveyance for capacity. 12. The utility plan must be revised to show the following: a. Show the proposed water service to the bus station. b. Due to differential settlement, the three valves and the sanitary sewer manhole must not lie within the proposed paver -block circle at the intersection of the access road at the western private driveway intersection. The valves can be relocated outside of the paver -block circle. Sanitary sewer manhole 503 can be installed to the north of the paver -block circle and an additional manhole can be installed to the west of the paver - block circle. C. Sanitary sewer manhole 501 must not lie within the sidewalk. d. Eliminate the 90 -degree bend in the watermain at the Highway 101 intersection and replace with two 45 -degree bends. e. The final utility plan must show the sewer and water services to the townhome units. 13. MnDOT will be invoicing the City for a portion of the utility improvements for this development. The developer must pay for 100% of the invoices that the City receives for this work. 14. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building Chanhassen Planning Commission — September 3, 2013 permit application. The party applying for the building permit is responsible for payment of these fees. 15. Encroachment agreements are required for the two drainage and utility easements due to the extensive landscaping and sidewalk proposed. Building Official Conditions 1. The developer must submit a list of proposed street name(s) and an addressing plan for review and approval prior to final platting of the property. 2. Each lot must be provided with separate sewer and water services. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Water Resources Conditions The Surface Water Pollution Prevention Plan shall include all elements as required under the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination System/State Disposal System Program MN R100001. This includes, but is not limited to: a. Impervious surface coverage pre- and post -development; b. Total disturbed area c. Soils Map d. Training Documentation e. Chain of responsibility f. Map indicating surface waters or acceptable alternative g. Narrative, design and calculations as to how part IILD of the permit will be met or written authorization from the MPCA exempting this site from the current permit rules. It. Other required elements as listed in the permit and/or Chapter 19 of Chanhassen City Code. 2. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 3. Surface Water Management trunk storm sewer fees due payable to the City at the time of final plat recording, is $38,472.50. 4. The applicant shall apply for and obtain permits, as necessary, from the appropriate regulatory agencies (e.g., Riley-Purgatory-BluffCreek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval" Chanhassen Planning Commission — September 3, 2013 All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Yusuf seconded that the Planning Commission recommends the City Council approve the site plan for 38 town homes for Planning Case 2013-19 for SouthWest Village Townhomes as shown in plans dated received April 13, 2006, and amended landscape plan dated received August 2, 2013, subject to the following conditions: Landscaping Conditions 1. Increase bufferyard plantings along Lyman Boulevard to include a minimum of 14 trees and 24 shrubs. 2. All of the trees located on Highway 101 and Lyman Boulevard between the trail and the curbline shall be moved to the other side of the trail. The trees will be located within the County Right -of -Way. The applicant will be responsible for all long-term maintenance and irrigation of the landscaping within the Right -of -Way. Engineering Conditions 1. On -street parking is not permitted on the private streets. 2. Any landscaping or structures proposed to be located within the right-of-way must be approved by the regulating agency. Building Official Conditions 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings over 9250 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigative and proposed mitigation reports. 5. Walls and projections within five feet of property lines are required to be of one-hour fire - resistive construction. Chanhassen Planning Commission — September 3, 2013 6. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs will be required as well as yellow painted curb. Contact the Chanhassen Fire Marshal for exact location of signs and curbing to be painted. 3. Submit proposed street names to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Prior to combustible construction, fire hydrants must be made serviceable. 5. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. Temporary street signs shall be installed prior to and during time of construction." All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aller: Again this matter will be, move forward with the City Council on September 9, 2013. APPROVAL OF MINUTES: Commissioner Hokkanen noted the verbatim and summary Minutes of the Planning Commission meeting dated August 20, 2013 as presented. CITY COUNCIL ACTION UPDATE. Aanenson: I did include in your packet, we were anticipating a subdivision coming in but as of now we may not have a meeting on October 1'. We've already cancelled the 17' but we do have items that will be in for the 15th so probably at least 2 or 3 so, but we do have our tour coming up. I hope you got a copy of that agenda so we'll also be going with the Park Commission and the Environmental Commission so we've got our tour all arranged so we're going to depart here promptly at 6:00 so if somebody can't make it, if they'd let us know ahead of time or if you run into a problem that day, let us know so we're not holding up for you. I think it'll be a very good opportunity to mix with the other commissions and see some sites out in the field. See what's going on. I'll give you the City Council update if that's alright. So there was two subdivisions that were approved for final plat so they should be, as soon as Alyson's working on the development contracts. Getting those recorded. One would be the Bluff Creek Woods and the Fretham so they should be ready to pull permits here yet potentially this fall. And I think that's all I had then. Do you have anything else for us? Aller: I think that's it for us today. I'll entertain a motion to adjourn 10 Chanhassen Planning Commission — September 3, 2013 Withrow moved, Hokkanen seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 7:35 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 11