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CC Staff Report 09-09-20130 CITY OF CAANHASSEN 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 L —CL 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. Park & Recreation PLANNING COMMISSION SUMMARY Phone: 952.227.1120 EXECUTIVE SUMMARY Fax: 952.227.1110 Fax: 952.227.1110 The developer is requesting a Preliminary and Final plat to replat 2.75 acres into 38 Recreation Center 2310 Coulter Boulevard lots and one outlot – SouthWest Village 2nd Addition; and Site Plan approval for the Phone: 952.227.1400 construction of 38 townhomes (SouthWest Village Townhomes). The site is located Fax: 952.227.1404 on the northeast corner of Highway 101 and Lyman Boulevard. Planning & PLANNING COMMISSION SUMMARY Natural Resources 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: 952.227.1300 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 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 1 REVIEW DEADLINE: 10/1/2013 CASE #: 2013 -19 — SouthWest Village 2nd 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." 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 corner 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. oxq_�� 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 ,ryland.com lsimichgswtransit.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 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. SCANNED Southwest Village 2nd 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. Subject Site SouthWest Village 2nd 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 -3 8 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 31St dealt with Alternative Design Concepts and Land Use Schemes; and the April 21 st meeting focused on a preferred layout concept, Land Use, and a draft PUD ordinance. SouthWest Village 2'd 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 ryNti i Transit Station I� Parking Deck 800 cars max. 100' Buffer - Commercial /Retail I 16,000 sq. R. _i r -- ( Housing -� 16 unds/acre max. Enhanced Landscaping YMAN BLVD 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 "a 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. �1 J IF I( i. AM BUS MOVEMENT a F i iii I I i. PM BUS MOVEMENT SouthWest Village 2nd 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 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 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 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 ]-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: MAY -26 -2004 09:12 BENSHOOF & ASSOC. 952 238 1671 P.02iO3 j 14 Ra DID TH 312 NORTH RAMPS N t NOT 70 SCALE CCU crc�, �aa a A/A I� Dro SOUTH RAMPS as I 2011 BILD NO-BUILD �I -B R- IN/R -OUT Tr as q z � s da3e BBB a �_A/A J 1 D/D IaI� �Y L-y AAA LYMAN BLVD. �` '� `� E-^ -A/A D/D EITI� A/A MI�TaI B� A/A-- A/A A� A/A �r3m 9 'o s w SOUTHWEST METRO TRANSIT ENH R ASSOCIATES, INC. it�InYKK0.R ♦Mh >IIYIIFg4 TRAFFIC STUDY FOR PROPOSED TRANSIT - ORIENTED FACILITY IN CHANHASSEN FIGURE i WEEKDAY A.M. PEAK HOUR LEVELS OF SERVICE SouthWest Village 2nd Addition /Townhomes Planning Case 2013 -19 September 3, 2006 Page 8 of 27 MAY -26 -2004 09:12 BENSHOOF & ASSOC. 952 238 1671 P.03iO3 N pp as Ci � GC t TFI aiz '" NOT TO sGttE NORTH RAMPS DID c�c � ��a rva TH y � C/C SOUTH gAMP8 Tf as � XX/XX 2�D11 BUCILD'� aI y � -/B R- IN/Fl -0UT TI d�t3 �� I�W �aIZIo3 �A/A � � � aA LYMAN BLVD. • `� [� F A/A ��aC A/A� c�a A/A SOUT=TRANSIT FFIC STUDqFOR' IGURE 8 METRO o POSED TRIENTED FAWEEKDAY P.M. HOUR BENSHOOF CHANHASPEAK LEVELS OF SERVICE TAANOIORTATIO 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 W 2�2° LL;� N pp as Ci � GC t TFI aiz '" NOT TO sGttE NORTH RAMPS DID c�c � ��a rva y � C/C SOUTH gAMP8 Tf as � XX/XX 2�D11 BUCILD'� aI y � -/B R- IN/Fl -0UT TI d�t3 �� I�W �aIZIo3 �A/A � � � aA LYMAN BLVD. • `� [� F A/A ��aC A/A� c�a A/A o 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 2nd 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 2nd 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 proj ect: 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 2nd 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 storm water drainage are suitable for the proposed development; Finding: The proposed site is suitable for development subject to the conditions specified in this report. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision 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 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 2nd Addition/Townhomes Planning Case 2013 -19 September 3, 2006 Page 13 of 27 i1M ' R LAM SOUTHWEST VILLAGE CHANHASSEN, MN 4 - 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. , C Y � z b r' i1M ' R LAM SOUTHWEST VILLAGE CHANHASSEN, MN 4 - 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 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 ftMMkWM I& Al •,►ndaw Sbed IAML mom cr ivis -cum 12 Ft Ht 10 hub BW Flp a 36 - chenhl m vdhtint unit Dedp ,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 2nd Addition/Townhomes Planning Case 2013 -19 September 3, 2006 Page 15 of 27 Height and Roof Design 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 2nd 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: • Windows. • Flower boxes. • Porches, balconies, private spaces. • Location and treatment of entryway. • Surface materials, finish and texture. • Roof pitch. • 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 2nd 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: • Undulating sidewalks. Use of pavers or stamped concrete. • On- street parking and use of roundabouts. • 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. • Vistas. • 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 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; Setback 101 Setback Lyman Setback Interior Coverage Height Guest 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 2nd 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 2nd 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. 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 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 2nd 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.1.j then the penmittee 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 corners 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' 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 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 2nd 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.ineering 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 watennain 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 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 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." 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 cases\2013 -19 southwest village townhomes\staff report.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 2nd 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 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). 4 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 3rd day of September, 2013. CHANHASSEN PLANNING COMMISSION MM 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). 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 ramps 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. 2 Southwest Village Design Standards 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. 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. 3 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. 1. 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. 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 0 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 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. 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. 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. C 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. 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. 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. N. Southwest Village Design Standards Ceotrnl Pori suiee Poet Model CP 12118 -CABR 12 Ft Ht 10 hwh Bar Figure 36 - Chenivm Lighting unit Deaipt 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 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. Residential Parking shall comply with city code requirements. G: \PLAN \PUD Design Standards \SouthWest Village PUD Agreement.doe 0 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 Name and Address: r?.Dtg.l Pyt erL lu a 4 /li✓ s -3 q4i- Contact: �✓I�rYLIL SoNyit�GQcl2.ao Phone:y62.229,_ Gyy7 Fax:,75z_s1.e .6,a Email: Ms ®�✓�[a�G��ai✓D -�o� Planning Case No,� 13 — CITY OF CHANHASSEN RECEIVED AUG 02 2013 CHANHASSEN PLANNING DEPT Property Owner Name and Address: Contact:_Lep �rrxtch C. Phone: 9ta_r2:k-j Fax: 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 ref e) X E r w for Filin Fees /Attorney Cost ** r ►/ Site Plan Review (SPR)* SOo -4 C `- '' , �ci U SP AC/VAR/WAP /Metes & Bound: -Q$450 Minor SUB I:p 1C'V%j Y Subdivision* (raid ( 19 TOTAL FEE $ An additional fee of $3.00 p r- address within -the public hearing notification area will- be- invoiced-tcrthb- -EM) icant --prior -to -th ..public hearings *Five (5) full -size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ( *.tif) format. * *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: �/_• 50WkV/,rYi� VtL1 -,acC 61 1ZV10 ADOK104 LOCATION: A644IU6��f 6Y2W" DP lh&hW4 /(// AIVO A&40_ ✓AraQ LEGAL DESCRIPTION AND.PID: tgvMf W d _gep k'►✓��if ✓iu.A�(�u Pin TOTAL ACREAGE: 2 74" AL. WETLANDS PRESENT: YES / NO PRESENT ZONING: At/Ll7 REQUESTED ZONING: PKD PRESENT LAND USE DESIGNATION: Xl,1� REQUESTED LAND USE DESIGNATION: AS, 1, 7 L REASON FOR REQUEST, Ar!"1rk4 1w J✓D�i�12�VLe— 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 prov(sions. Before filing this application, you should confer with the Planning Department to determine1he specific ordinance and procedural requirements: applicable to your application. A determination of completeness of the application shall be made within15 business days of application submittal. A written notice of application deficiencies shall be malied 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 lam responsiblefor 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 authodzatlon to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge; iL%GG- Lis ✓�rt��rCWr 7`�G�/3 Signaturw _ licant Date Signat f NO Owner a e &Apla fo `sSdedelolrinent revlcw applicaiion,doc RYLAND HOMES TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952.229.6000 Tel 952.229.6024 Fax www.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 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 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 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 SCANNED iEsau We,truoE Pro,a „io�ol s�I«,. la�. Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Landscape for 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: VVestwOod Project number: 3307400 _a _.<_. Pyo- Sheet LIM Table 1 C- or -& 2 G acing E—i— Control Plan- - 3 i, — - -- 'SWPPP Narrat ve 4 - - — ISWPPP Notes 5 Existing Drainage Area Plan 6 Post — Development Drainage Area Pic, 7 Overall Utility &Street 8 Sanitary &Water Main Construction Plan 9 Sanitary k Water Main Construction Plan -- 10 — -- - Street k Storm Sewer Construction Plan 11 Street k Storm Sewer Construction Plan 12 L e cvPe Plan 13 Lanescope Detail Plans to LaneeaoPe Demaa one Notes - — i5 D t is - 16 D t 'Is 17 Deta is is '_LIGHTING PLAN V iciniry rviap NO. DATE REVISION SI-ffilT[5 Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Lanacape for SouthWest Village cneana»en, x;aae,am D.ie oaiolns sn�e t of 1e r kLa Susari � f Site 'n Ifu / t'v NO. DATE REVISION SI-ffilT[5 Construction Plans for Grading, SWPPP, Sanitary Sewer, Water Main, Storm Sewer, Streets and Lanacape for SouthWest Village cneana»en, x;aae,am D.ie oaiolns sn�e t of 1e Ryland Homes - I M 9599 Drive V" _ — ORMAS N. - 4 ] - — Ed- Prairie, —, S -I 1 Rw,, bfw. di,,lng: 811 or ccII811.ccRn Gammon Grwnd Alk- GENERAL GRADING nRAINAQE NOTES- A, 2==%, Cat M6 HAY 6.VE4 M W YHE or, 9I.LLL K PR0jwr SBQUENMG Legend DENOTES SOIL BORING DENOTES SILT FENCE DOTES EXISTING CONTOURS D NN ..S 'R�OSEO CONTOURS DENOTES EXISTNG STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING MEE UNE O.,OTES EXISTING SPOT ELEVATM • DENOTES PRWOSED SPOT E—ATON DENOTES 810-10LL 11011 IIECHI E., DENOTES EMERGENCY OYERROW EEEVAIION — - — - — - — DENOTES EXISTING KRAND — — DENOTES TREE PROTECTION FENCE X A T Latest Revision Date �,,O�r 111113 11- 2 - 18 SouthWest Village tC,.ding Erosion e. � Control Plan 3 We 1.- Proh.1- SeMCee. Inc. WPPP NARRdTVF E SW PP IS PREPARED IN ACCORDANCE WTH ME NATIONAL POLLUTANT DISCHARGE WNINATIW SYSTEM (NPDES) REGULAIONS AS ESTABLISHED BY ME CLEAN WATER ACT. THIS REPORT SHALL BE ON TIE STE AT ALL TIMES DURING CONSTRUCTION. THE OMER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF TIE NOTICE OF TERMINATION. ME FOLLOWNG ARE OUTLINED IN THIS SWPPP: CONMW 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 LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTON PLAN (SWPPP) FOR SWMWEST VW.LAGE In CHI MINNESOTA ME SITE IS LOCATED IN ME HE CORNER OF ME INTERSECTKIN OF MINNESOTA TRUNK HIGHWAY NO. 101 AND LYMAN BOULEVARD . OWNER /OPERATOR INFORMATON SOUNMD5T VILLAGE IS OWNED BY RYLAND HOMES, 7599 ANAGRAM DRIVE, EDEN PRAIRIE. MN 55344. OWNER /OPERATOR RESPONSIBILITIES OWNER -OEVIIOPMENT OF SWPPP PRIOR TO APPUCATON/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 SO ACRES a DISOHARGNG TO SPEOAL/IMPAIRED WATERS "THIN 1 MILE OF SIZE DISCHARGE - KEEPING PERMIT COVERAGE UP -TO -DATE (MANSFER/SUBGVISIW) (PART 11.8.5) -NOT "WIN 30 DAYS OF COMPLETING NPDES REQUIREMENTS a COMPLETING ACTIVITY ON SEE. (PART I.C.) - IDENTFY WHO HAS LONG TERM - PERMANENT STDRMWAMR SYSTEM. - DEVELOP CHAN OF RESPON9BIUTY WTH ALL OPERATORS TO ENSURE NPDES COMPLIANCE GPERATOR -RESPONSIBLE FOR PARTS II.B.. II.C.. IV. a APPENDIX A PART C. IF APPUCAR". (M- "M OWNER) -WMRLI IM AND SM APPLICATIONS FOR PERMIT TRANSFER AND MWIFICATW AND NOTICE OF TERMINATION "W OWNER AS NEEDED. ME OWNER MUST IDENTIFY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED (TRAINED PERSONNEL) IN ME APPUCATON OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WLL OVERSEE ME IMPLEMENTATOR OF ME SWPPP, AND ME INSTALLATION, INSPECTION AND MAINTENANCE OF ME EROSION PREVENTED AND SEDIMENT CONTROL BMP'S BEFORE AND WRING CONSTRUCTION. TRAINING DOCUMENTATION AND INFORMATW WLL BE INCLUDED WW ME ON-SITE SNPPP WDRKBOCK AND DOCUMENTATION. PROJECT DESCRIPTION ME STE IS APPROXIMATELY 2.75 ACRES CONSTRUCTION WILL CONSIST OF, BUT IS NOT UNITED T0. MASS GRADING, INSTALLATION OF UTILITIES. STREET CONSTRUCTION, CONSTRUCTION OF 38 MUTU- FAMILY UNITS. PRE - DEVELOPMENT STE CONDITIONS UNDER EASING CONDITMS 2.70 ACRES WLL DRAIN TO EXISTING STORM SEVER AND BE RWMO OFFSITE TO ME NORTHWEST. 1.8D ACRES WLL BE ROUTED M EBBING STORM SEWER AND RE ROUTED OFFSITE TO ME NORTHEAST, REFER TO WE EXISTING DRAINAGE AREA MAP AND/OR SW WWEST NLLAGE STORMWATER MANAGEMENT IMPORT FOR MORE INFORMATON REGARDING ME PRE - DEVELOPMENT SITE CONDITIONS. POST- DEELOPMENT SITE CONDIIMS UNDER PROPOSED CONDITIONS 3.00 ACRES "LL DRAIN TO PROPOSED STORM $VIER AND BE ROUTED WTH EXISTING STORM SEWER OFFSTE TO ME NORTHWEST. 1.30 ACRES "LL BE ROUTED TO PROPOSED STORM SEWER AND BE ROUTED WTH EXISTING STORM SEWER OFFSITE TO ME NORTHEAST. REFER TO ME PROPOSED MANAGE AREA MAP AND /OR SWWWEST VILLAGE STMMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING ME POST- OEVELCPMEHT SITE CONDITONS. LAND FEATURE CHANGES TH E AREA TO BE DISTURBED MOM GRADING OFERATONS IS APPROXIMATELY 185 ACRES CURRENTLY WE AREA IS PERWWS, AFTER FULL BUILD WT. IT IS ESTIMATED MAT APPROXIMATELY 2.0 ACRES WILL BE CON"RMG IMPERVIOUS SURFACES. WE NEW IMPERVIOUS SURFACES WLL CONSIST OF SHEETS SIDEWALKS, ETC. IMPAIRED WATERS MERE ARE TWO IMPARED WATERS WHIN i (ONE) MILE OF ME PROJECT SITE DISCHARGE LOCATION(S) AS INDICATED ON WE PCA IMPAIRED WATERS MAP. LAKE SUSAN AND LAKE RILEY. IMPAIRED FOR MERWRY IN FISH I ON TISSUE AND NUMHENT/EUMOPHICAI BOLOCCAL INDICATORS. REFER TO SWI NOTES ITEM 20 AND APPENDIX A. SECTKXN C OF ME NPDES PERMIT FOR ADDITIONAL BMP'S AND REWIREIAMTS WRING CONSMUCIW. SPECIAL WATERS MERE ARE NO SPECAL WATERS WWIN 1 (ONE) MILE OF ME PROJECT SITE DISCHARGE LOCATION(S) AS INDICATED ON ME PCA SPECIAL. WATERS MAP. SOIL TYPES ME SITE CONTAINS TYPE 'B' SOILS WTH ME MAJORITY OF ME SOIL IN ME SM -SC SOIL TYPE CLASSFC -ON. STORM WATER MANAGEMENT PLAN ME TMPGRARY STORMWATER MANAGEMENT PLAN WLL CONSIST OF 9LT FMC[ INLET PROTECTION AM PROPOSED TEMPORARY SEDIMENT BASNS RECOMMENDED BY ME ENGINEER ON A AS NEEDED BASIS. ME PERMANENT STORM WATER MANAGEMENT PLAN WLL CONSIST OF SURFACE DRAINAGE BY CURB AND GUTTER, DRAINAGE SWALES AND STORM SEWER PIPE. ME 97 DRAINS TO PROPOSED AND EXISTNG STORM SENLR AND DRAINS OfFSFIE. ME SITE STORM WATER DETENTION FACILITY WLL BE CONSTRUCTED TO MEET OR "CEO LOCAL, STATE AND FEDERAL REQUIREMENTS. EROSON/SEDMMT CONTROL PREVENTION MEASURES TEMPORARY AND PERMANENT EROSON AND SEDIMENT CONTROL BMP'S ALONG WTH ME PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SIZE GONWIONE WRING CONSMUCIW ARE IDENTIFIED ON WE STE GRADING AND M09M CONTROL PLAN PREPARED FOR ME DEVELOPMENT OF MIS PROJECT, AND "WIN ME PROECT STORM WATER POLLUTION PREVENTON PLAN. PERMANENT VEGETATION ESTABUSHMENT PERMANENT TURF SHALL FOLLOW WE REWMMMDAIWS PER NOTES AND BKOFICATIONS IN ME GRADING PLAN. SEEDING MAT IS TO OCCUR AFTER OCTORM 20TH SHALL CONFORM M THE MN/DOT SPECIFICATIONS FOR DORMANT SEEDING PER THE MN/DOT SEEDING MANUAL 2007 POTENTAL STORM WATER POLLUTANTS POTENTIAL PGLLUTMT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SHE. ARE DESCRIBED IN ME SECTION. BY IMPLEMENTATION OF THESE BMPS. TIE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DIEQIARGES FROM THE SEE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS MAT WLL BE USED OR STORED AT THE SM NREEZE __.___._S'ARIO D,ESEL_ML lM_ GONDARiCWTAINMENT /OR'- M_ SSEQMINM QQN�_N_MENT /U[9P QAN_ FERTILIZER LANDSCAPE CW_ TRACTOR SECONDARY CONTAINMENT __ _ GASDUNE - _ IN EQUIPMENT LFUELING AREA SECONDARY CONTAINMENT DRIP PAN Q,UE AQHESIVES HYGRAUUC DIMS UIQS _ _ _CONTRA TOR CONTRACTOR _ ST'QONOMY QONTAINMENT _SECONDARY CONTAINMENT PAINI _ .GREASE CONMACTOR _CONTRACID BECONOMY CONTAINMENT_ CONDARY_CONTAIN - RICP SANITARY WASTE PORTABLE -SAMMQM SERVICE PROVIDER TO SECURE UNITS MGM NGQVER_AND-MANTAIMEQ- AMMQMENIS LANDSCAPING MATERIALS VARI_QU5 LANOSCAPE CWmAPIOR _ pMY C DNIAHNMENT CONTRACTOR RESPONSIBLE CONCRETE CGNCREIE MORTAR TRUCK WASHOU T MOBILE HI%ER WA9RWT AREA SC WASHQUi AREA QEDSIRUCTW IT IS HIGHLY RECOMMENDED MAT ME CONTRACTOR MAINTAIN A STOMPILE I EROSION CONTROL DEVICES AND SEDIMENT CONTROL HP'S ON SM AT ALL TIMES FOR IMMEDIATE USAGE. IN ME EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE M WATERS OF ME STATE, M ANY WKHARGE OF HAZARDOUS MATERIAL OF REPORTABLE WANBTY, CONTACT ME MPCA STATE DUTY OFFICER AT 1- 800 -422 -0798. TIMING OF BMP INSTAI-LATON THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION MGM I STURBED SURFACES AND CAPTURE SEDIMENT ON SITE. ME FOLLOWNG UST DEFINES ME TMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS PRIOR M START OF CONSTRUCTION THE FOLDWNG EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN ME PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SLT PENCE OR OTHER SEDIMENT CONTROLAR-M ME PERIMETER OF AREAS TO BE GRADED AND ALL AREAS MICH ARE NOT TO BE DISTURBED AS SHOM ON ME GRADING AND EROSION GONTRW PLAN. 2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENMANCES TO ME SITE AS SHORN ON ME CGNSTRUCW`N PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE ME POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM ME CONSTRUCTION SITE WMIN 2W FEET OF LIMITS W CONSTRUCTION. 4. INSTALL SLT FENCE OR OMER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCIGIUS, ALL SLY FENCES FOR STOCKPLES SHALL BE INODENTAL TO GRADING CONTRACT IF SMMPRES ARE PLACED OUTSIDE OF SLT FENCES SHOWN ON ME PLAN. DURING CONSTRUCTION WE FOLLOWNG EROSON PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN ME PLANS AND SHALL BE IMPLEMENTED WRING CONSTRUCTION: I. PHASE GRADING WORK M MINIMIZE ME DURATION MAT ANY DISMRBED SOL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTON OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTVELY GRADED AND /OR IF NOT AT FINAL GRADE WHIN T DAYS OF OSTRBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. 3. STRIP AND STOCKPILE TOPSOIL FM REPLACEMENT OF 8 INCHES OF TOPSOIL OVER TURF AREAS "HEN GRADING IS COMPLETE. 4. PLACE A MINIMUM OF 2 TONS /ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WTH TOPSOIL AND ANCHOR SHAW "M BARER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 5. STABUZAIM OF TEMPORARY OR PERMANENT DRAINAGE OTCHES MAT DRAIN WATER MGM ME CONSTRUCTION SM MUST BE INITATED "THIN 24 HOURS OF CONNECTING ME DRAINAGE DITCH TO ANY CONVEYANCE SYSTM MAT DISCHARGES TO SURFACE WATERS. ME FIRST 200 LINEAR FEET MUST BE STABN2ED CUMIN 24 HOURS. ME RMANING DITCH SHALL BE STADIUM "MIN 14 DAYS. e. INSTALL SLT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES MIN ME NOT PLACED "MIN EXISTING SLT FENCES OR OMER PERIMETER CONTROLS. 7. TEMPORARY OR PERMANENT ENERGY -ATM AT PIPE APRON OUTLETS WILL BE PLACED PRIM TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON UP ACCORDING TO ME STANDARD DETAIL B. SUFFICIENT PERSONNEL EQUIPMENT, AND MATERIALS SHALL BE MONUZED "MIN 24 HOURS OF A WRITTEN ORDER 8Y ME OWNER OR OWNER'S REPRESENTATIVE W CONDUCT CORRECTIVE WORK AND INSTALL TMPGRARY EROSION CONMM WORK IN ME CASE OF AN MERLENCY, 9. REMOVE ANY SEDIMENT MAT HAS BEM MAC ED ONTO PUBLIC STREETS AT ME MD OF ME DAY M WHIN 24 HOURS OF DETECTON. OR MORE FREQUENT AT DIRECRON OF SM INSPECTOR. 10. MILE ALL CONSTRUCTION DEBRIS IN WMPSTMS AND ROLL-OFF BOXES EMPTY WEN BORIS REACHES TOP OF DUTAPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WHIN PART IVF OF ME GENERAL PERMIT. 12 REPAIR SLT FENCES, INLET PROTECTON. GRAVEL CONSTRUCTION ENTRANCES AM OMER EROSION AND SEDIMENT CONTROLS AS NEEDED AND AS DEFINED IN 111E PART IVE.4 UPON COMPLETION OF CONSMUCTON ACTIVITIES TILE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN ME PLANS AND SHALL BE IMPIEMENMD UPON COMPLETION OF CONSTRUCTION ACTIVITIES: 1. ALL DISTURBED AREAS WWOUT PERMANENT IMPERMEABLE SURFACES Ma BE VEGETATED FOR FINAL STABWZATON. IF EROSION CONTROL BLANKET IS NOT REWIRED, ME SIZE SHALL BE STABILIZED WTH MN/DOT SEED MIXTURE 250 APPLIED AT 70 LBS /ACRE AND TYPE -1 MULCH ARPUED AT 2 TONS /ACRE IN ACCORDANCE WTH MN/DOT SPECIFICATION 2575. Z REMOVE ALL SLT FENCE. INLET PROTECTION ANO OMER EROSION AND SEDIMENT CONTROL DEVICES AFTER VEGETATED IS 7D% ESTABLISHED BY UNIFORM PERENNIAL VEGETATION COVER OVER ME ENTIRE PERVIOUS SURFACE AREA REPAIR ALL AREAS DISTURBED WRING REMOVAL OF BMPS. 3. S7MM WATER CATCH BASNS, MANHOLES, PIPE. AND PONDS CULL BE MAINTAINED BY THE CITY OF MANHASSEN IN ACCORDANCE WTH THEIR STORM WATER MANAGEMENT PUN ONCE SOUTHWEST VILLAGE HAS BEEN ACCEPTED BY THE CITY. 4. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASNS MAT ARE TO BE USED AS PERMANENT WATER DUALITY MANAGEMENT BASNS. ME CLEAN WT OF PERMANENT BASINS MUST BE SUM ENT TO RETURN ME BASIN TO DESIGN CAPACITY. 5. ME ORIGINAL PERMITTEES (OWNER AND OPERATOR) WHO HOD ME NPDES PERMIT MUST SUBMIT NOTCE OF TERMINATION (NOT) WMIN W DAYS AFTER CONSTRUCTON AND FINAL STABILIZATION IS COMPLETE SWPPP Nm TED A O MAINTMAN - ERCSON AND SEDIMENT CONTROL INSPECTIONS INSPECTIONS SHALL BE CONDUCTED BY WESTWOOD PROFESSIONAL SERVICES INC. EVERY SEVEN DAYS AND WTHIN 24 HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 INCHES IN A 24 HOUR PERIOD. ME OWNER OR AN ALTERNATE WLL CONDUCT ME INSPECTIONS AS SPECIFIED IN MIS S" P. ALTERNATES WLL INCLUDE INDIVIDUALS TO BE DESIGNATED BY ME OMER AND MAY INCLUDE CONMACTOR PERSONNEL OR OMER QUAUFEI INDIVIDUALS AND SHALL BE UNTED IN ME PROJECT CONTACT INFORMATION SECTION OF MIS REPORT. ME FOLLOWNC SHALL BE COMPLETED DURING EACH INSPECTION: 1. RECORD DAIS AND TIME OF INSPECTION 2 NAME OF PERSON(S) CONDUCTING INSRECTM 3. RECORD RAINFALL RECORDS SNCE MOST RECENT INSPECTED 4. INSPECT ME SITE FOR EXCESS EROSION AND SEOMENTATON 5. INSPECT SITE FOR DEBRIS, TRASH AND SPILLS 8. INSPECT TEMPORARY EROSION AND KOMENTATW CONTROL DEVICES 7. INSPECT CONSTRUCTED ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. & INSPECT ME ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, UTTER, AND CONSTRUCTION DEBRIS. 9. INSPECT SITE RUNOFF WTFALL OR DISCHARGE AREAS 10. W RECORD FINDINGS OF INS•ECT. INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS 11. RECORD CORRECTIVE ACTIONS TAKEN (INCLUDING DATES TMES AND PARTY COMPLETING MAINTENANCE ACTIVITIES) 12 RECORD CHANCES MADE TO ME SWPPP AS REWIRED IN PART III.A.5 OF ME GENERAL PERMIT MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES ME OWNER /CONTRACTOR IS RESPONSIBLE FOR ME OPERATON, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT MRS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR ME DURATION OF ME CONSMUCTON WORK AT ME SIT:. ME FOLLOWING GUIDELINES WLL BE USED TO DETERMINE IF ME EROSION AND SEDIMENT CONTROL DEVICES REWIRE MAINTENANCE REPAIR, OR REPLACEMENT: 13. IF SEDIMENT CEDMo. DEVICES SUCH AS SLT FENCE ARE FILLED TO 1/3 OF ME HDG1T OF THE CONTROL DEVICE. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT "MIN 24 HOURS OF DETECTION OR Minn ION. 14. IF INLET PROTECTION DEVICES APPEAR PLUGGED "M -ENT. ARE FILLED M 1/3 CAPACITY, OR HAVE STANDING WATER AROUND THEM, ME CONTRACTOR SHALL REMOVE ME SEDIMENT AND CLEAN OR REPLACE ME FILTER WHIN 7 DAYS OF DETECTED OR NOTIFICATION. 15. IF ME GRAVEL CONSTRUCTION ENTRANCES ARE FlUID WTH SEDIMENT OR OTHER "SE FAILING ME CONTRACTOR STALL ETHER REPLACE ME ENTRANCE OR ADD ADDITWAL GRAVEL WHIN 24 HOURS OF DETECTED OR NOTIFICATION. 16. IF SEDIMENT FROM ME SM IS OBSERVED W PAVED ADJACENT STREETS OR OTHER PROPERTIES, ME CONMACTM SHALL REMOVE ME SEDIMENT "THIN 24 HOURS OF DETECTION OR NOTIFICATION. 17. IF SEDIMENT MGM THE SITE IS OBSERVED ON ADJACENT STREETS, IN SURFACE WATERS OR OTHER PR TES. ME CONTRACTOR SHALL IDENTIFY ME SOURCE AND DISCHARGE LOCATOR OF ME SEDIMENT AND IMPLEMENT ADOMONAL EROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES. (Rddlt- controls and W- UPI M deecrRed -;, the -SWPPP N-e plm sheet) SEGMENT MUST BE RETRIEVED WHIN 7 DAYS FROM SURFACE WATERS UNLESS ADDITONAL REGULATORY CO APPROVAL IS NEEDED. ME PERMITME IS RESPONSIBLE TO NTACT ALL LOCAL. REGIONAL STATE AND FEDERAL AUTHORITES AND OBTAIN ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK TO REMOVE SEDIMENT MAT HAS BEEN DISCHARGED MGM ME SIZE. 1B. IF TEMPORARY SEGMEITATON BASINS APPEAR PLUGGED "M SEDIMENT, OR FILLED TO 1/2 CAPACITY, ME CONTRACTOR SHALL GRAN ME BASIN AND REMOVE ME SEDIMENT "MIN 72 HOURS OF DETECTION OR NOIIFICAION. 19. IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT ME FLARED END SECTOR OUTFALLS. ME CONTRACTED SHALL DETERMINE ME SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS IF ME DISCHARGE HAS OCCURRED ON ME PROPERTY, ME WNTRACTOR SHALL REMOVE ME SEDIMENTS AND DEBRIS "WIN 7 DAYS OF NOTROATION AND CORRECT ME SOURCE OF SUCH MATERIALS. 20. IF SEDIMENT FROM ME SAE IS OBSERVED TO BE DISCHARGED FROM ME SITE, ME MIKA WLL BE NOTIFIED ME SAME DAY. AFTER FINAL STABIUZATION. ME RATE M INSPECTIONS OF THE STABIUZED AREAS MAY BE REDUCED TO ONCE A MONTH IN AREAS "HERE NO CONSTRUCTION IS ACTIVE AND 70% DENSITY VEGETATION IS ESTABLISHED. Ryland Homes 2599AneBvnm- PAen Preirte, MN, S5344 SouthWest Village Call 48 Noun before 1199f, 811 or ccII811.Gom Common Ground Alliance Latest Revision Date: Its /OI/IB -08 /01/)3 s1- �3 BOF�IS SWPPP Narrative 013 Waatxood Profaaal.n.l Se Ip I— — NB HO.ra before EI991n9: SWPPP NOTES 811 Or CC!1811.COTT C,.. G—d All — Ua btl.x .ra .ddltl.n.I BMP'e Nat may be C.nald.red N. .. If Ne BMP'A Id -IR.d M N. er elan control III— prone t. be In ffldi t. Poymant for thee. BMP'e may o y be made if prior ,1 A. on Owner h.a been 91- 1. WORK ADJACENT TO RESDENTAL PROPERTIES • INSTALL SILT FENCE FOR PERIMETER BMRIER BETWEEN TOE OF FILL AND PROJECT BOUNDARY. • INSTALL RUNOFF DIVERSIMS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAINING TOWARD ME PROPERTY BOUNDARY. 2. IMPORTANT VEGETATION • SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION STALL BE INSTALLED TO PROTECT IN MTANT YEGETATON AND PROHIBIT VEHIG ULAN TRAFFIC. • A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PMKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL TONTILES INSTALLED WITHIN A 25– FOOT MINIMUM BUFFER OUTSIDE THE DRIP UNE OF TREES. 3. LONG –STEEP WT/FI OP L SLOPES • MERE WILL BE NO UNBROKEN SURFACE MORE LENGTHS OF GREATER MM 75 FEET FOR SLOPES WITH A GRADE OF 3:1 M STEEPER WITHN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTNUWS POSITIVE SU) E WITHIN 200 FEET OF A SURFACE WATER 'MILL HAVE A TEMPMARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILS SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER MAN 75 FT IN LENGTH WILL BE MY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR AUCTION OR DISTURBING A NEW INCREMENT. PES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTAWNG MAW BIMOLLS OCKINO HERRINGBONES AS SHOWN ON ME GRADING PLAN. IF TEMPWARY SEEDING N CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THEM ME AWE MAY BE WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSION CMMOL DEVICES WE TO CONTRACTORS METHOD OF SEQUENCING THEIR CMSTRUCTIM WORK M 4. CULVERT INLET /OUTLET PROTECTION • SW MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON ME —DING PLAN. UNLESS VELOCITIES REWIRE RIPRAP. • AT LEAST ONE 2 –FOOT WIDE SMIR OF SOLO OR FIBER BLANKET SHALL BE PLACED ALONG ME EDGES OF CULVERT HEAGWALLS AND WNGWAMS AS SHOWN M ME GRADING MI UTILITY PUNS. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER MAN 7 DAYS SUC RE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON UP ACCORDING TO ME STANDARD DETAIL 5. STORM SEWER INLET PROTECTION • STORM DRAIN INLETS SHALL BE PROTECTED UNTIL ME DISTURBED AREAS THAT COULD DISCHARGE M M INLET HAVE BEEN STABILIZED. • INFRASAFE SEDIMENT CONM% BARRIERS OR APPROVED EQUAL MALL BE USED MEN CASTINGS ME NOT IN PLACE. AS INDICATED ON ME UTUTY PLAN AND AS APPROVED BY ME OWNER. • INFRASAFE DEBRIS COLLECTION DEVICE M APPROVED EQUIVMENT SHALL BE USED WHEN CASTING ME IN PUCE AS INDICATED ON ME UTILTY PLAN AND AS APPROVED BY ME OWNER. • DOCUMENTAT. IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECT. BMPS IS NEEDED WE TG WINTER CONDITIONS M FLOODING CONCERNS. 6. STORM WATER POND OUTLETS • TEMPORARY M PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT ME STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. • RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIM TO APRON INSTALLATION AND SHAH BE INSTALLED UNDER ME APRON UP. • POND EMERGENCY SPILLWAYS — K LNED BASED M ME DESIGN DISCHARGE FLOW VELOCITY AND AS INDICATED ON MADING MD /M UTILITY PLANS. T TEMPMARY SEDIMENT BASINS • TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 M MORE AMES OF DISTURBED SOIL GRAN M A COMMON LWATMS. ME BASIN SIZE IS BASED ON RUNOFF MGM A 2 –YEAR, 24 HOUR STMM, FOR EACH ACRE DRAINED M ME BASIN. AT A MINIMUM, ME BASIN WILL PROVIDE 18M CUBIC FEET OF STORAGE FOR EACH ACRE GAINED TO ME BASIN. • SEDIN T BASINS WLL DETAIN WATER LANG ENOUGH M SETTLE OUT AT LEAST 75 PERCENT OF ME SEDIMENT. ME USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO M BETTER THAN ME RECEIVING WATER. ME TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR ME NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REWIRED WE TO CONTRACTORS MEMOO OF SEQUENCING THEIR CONSMUCTIM WORK SHALL BE INCIDENTAL TO ME GRADING COMMA T. • ME SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN ME NECESSARY SEDIMENT CAPACITY AND CONTAINMENT. • TEMPOR ARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED M CAPTURE SEDIMENT BEFORE IT ENTERS ME POND. IF NECESSARY, • ME SEDIMENT PONDS WILL BE MONITORED BY ME CONTHACTM M DETERMINE ME SEDIMENT LEVEL IN ME POND. • WHEN THE DEPTH OF SEDIMENT COLLECTED IN ME TEMPORARY BASIN REACHES I FULL 0158xPT ONEANDMSEDIMENT REMOVAL AL SMALL BE BE DIUM WMNI72 PUMPS OF ENERGY DISCOVERY OF ME BASIN BEING 1/2 FULL OF SEDIMENT, M AS SOON AS FIELD CMDITONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REWIRED WE M CONTRACTORS METHOD OF SEQUENCING THEM CONSTRUCTON WORK SMALL BE INCIDENTAL M ME MAIMING CONTRACT. • TEMPOR ARY SEDIMENT BASINS WILL HAVE A STAB UZED EMERGENCY OVERFLOW AND CONTAIN ENERGY DISSIPATION AT BASIN OUTLET. B. DEEP UTILITIES: WATER AND SMITMY / GAS U • SILT PENCE M A SIMILAR TYPE OF SEGMENT CONTROL SHALL BE PLACED DOWN MADIENT OF ME EXCAVATED SOL IF WORK IS DCNE UNMADE M WETLANDS, MEANS M OMER SURFACE WATERS. • DISTURBANCE W CHANNEL BANKS, WETLMOS AND IMPORTANT VEGETATION MEAS SHALL BE MINIMIZER M ME EXTENT POSSIBLE ME USE OF FENCES M OVER DEMARCATION MAY BE NECESSARY AS FIELD CONDITIONS DICTATE. • ME UTILITY CONSTRUCTION SINE SHALL BE SEEDED WITH A TEMPORARY SEED MIX AND MULCH (M EROSION CONTROL BLANKET IF SORES ARE 3:1 M STEEPER). TIMEMAMES FOR STAMUZATION ARE 14 DAYS UPON TEMPMARY M PERMANENTLY CEASING CONMUCTON ACTIVITY UNLESS ME STE AREA IS WITHIN A MILE OF IMPAIRED M SPECIAL WATERS IN y OB /01/19 WHICH CASE STMIUZATIM IS NEEDED WITHIN T DAYS OF TEMPORARILY OR PERMANENTLY CEASING CONSTRUCTION ACTMTY. 9. STOCKPILES (TEIMPORMY AND PERMANENT) • LW ATE STOCKPILES A MINIMUM OF IOU FEET FROM CATCH BASIN INLETS, PONDS, AND SITE MAIN GE ROUTES • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED W MIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. • TEMPORARY SEED AND MULCH MT _ BE USED TO STABILIZE TIE STONPILES AND ME STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WIMN T DAYS TEMPORARY EROSON CONTROL DEVICES REWIRED DUE TO CONTRACTORS METHOD OF SEWEHCING THEIR CMSMLCTM WORK SHALL BE ANC IMTAL TO ME GRADING GMMACT. • F TEMPORARY SEED AND MULCH CANNOT BE USED. MEN TIE STOCKPILES STALL BE COVERED WITH HYDRMULCH, TARPS OR PLASTIC SHEETNG M APPROVED BY ME OWNER. • IF STOCKPILES MUST BE PLACED WIMIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (LE, PVC PIPE) M ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE NGDENTAL TO THE CONTRACT UNLESS PREWOUSLY APPROVED BY ME OWNER / E ... EER 10. CONSTRUCTION DEWATERING • WRING DEWATERINC ACTNTES. ME SEDIMENT LADEN WATER CANNOT BE DIRECTLY DSC MGED M SURFACE WATERS. OPTIONS FOR REDUCING ME TURBIDITY OF ME WATER INCLUDE: (TEMPORARY EROSION COMMM DEVICES REWIRED WE TO CONMACTMS METHOD OF SEOUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRMING CONTRACT): .CONSMUCT A MMPORMY SEDIMENT MAP FOR TURBID WATER DISCHARGE .USE A PORTABLE SEDIMENT MAP SYSTEM. . APPLY NATURAL BASED FLOCOUUENT TECNCLOGY SUN AS CHIMSAN IN SEDIMENT TRAPS M A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. . DISCHAR GE THROUGH MIERLOGS OR A RON WEEPER INTO A LARGE VEGETATIVE BUFFER AREA. PUMP TO A TEMPORARY SEDIMENT BASIN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. • DENATERING OR BASIN DRAINING ACTIVITIES WU_ NOT CAUSE EROSON IN RECEIMNG CHANNELS M ADVERSELY IMPACT WETLANDS • ALL EROSION CDRTRGL OR SEDIMENT MAPS REWIRED FOR CONSMUCTW DEWAMRING SHALL BE CONSIDERED INCIDENTAL TO ME CONSMUCTION AC11I REWIRING DEWATERING 11. CONSTRUCTON ENTRANCES • A TEMPORARY CRUSHED ROCK OR WOOD QUIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE ME CONSTRUCTION SITE. • TH E CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST SO FEET IN —TH. • GEOTEXIILE FABRIC MAY BE PLACED UNDER ME CRUSHED ROCK OR WOOD TRIPS TO PREVENT MIMATON OF MUD MOM UNDERLYNG SOIL INTO ME CONSTRUCTION ENTRANCE MATERIAL • ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS • CONSTRUCTON ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. • MANED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT ME END OF EACH DAY USING PICK –UP TYPE STREET SWEEPER. • IF MACKING INTO ROADWAY BECOMES PROBLEMATIC ME ENTRANCE PADS SHALL BE LENGTHENED OR MOTHER TECHNIQUE APPLIED. TEMPORARY EIROSON CONTROL DEVICES REWIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO ME MMING CONTRACT. • ME CONSTRUCTION ENTRANCE SHALL BE MONITORED C WILY WRING WET CONDITWS IF MANNING INTO ADJACENT RO— OCCURS, ME FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 12. CONCRETE TRUCK WASHOUT • CONCRETE MUCKS SHALL UTIUM ME CONCRETE WASHOUT AREA SHOWN ON ME PUNS M WASH AND RINSE THEIR EQUIPMENT PRIOR M LEAPING ME SITE. • WASHOU T OF CONCRETE TRIER MUCKS WILL BE PERFORMED IN ME DESGNATED AREAS ONLY. • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFTTCMNT OMTAINMENT FOR AIL UWID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. • WASHOUTS STALL BE CLEARLY MARKED ON SIM WIM SIGNAGE BY ME UTILITY CMTHACMR WITH APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOAATED A MINIMUM OF SO FEET FROM MANAGE FACILITIES AND WATERCOURSES. • CONCRETE WASHOUT AR EAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FRG INELTRATNG /CONTACTING WIM SOUL. • IMPERMEABLE UNER INCLUDES 10 MIL POLYUNER M COMPACTED CLAY UNER. • WASHOUT SYSTEMS CM BE USED AS ALTERNATE WASHOUT AREAS. 13. VEHIME MAINTENANCE • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS CNLY. • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF MOM ME WASHING WLL BE CONTAINED AND UNITED M A DEFINED AREA OF ME SITE. RUNOFF MUST BE CONTAINED AND WASTE PRMERLY DISPOSED OF. • EN HE DECREASING SHALL BE AVOIDED. IF DECREASING IS NECESSMY, RUNOFF FROM ME WERATON WLL BE CONTAINED N A LNED SEDIMENT MAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. • ALL REWIRED SEDIMENT TRANS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WAMR/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL M ME CMSMUCTON CONTRACT. 14. • FUEUNC MY NE TANK M TRUCK STMED ON ME PROJECT SITE SHALL BE PROTECTED BY A SECONDAR Y CONTAINMENT SYSTEM. • FUWNG AREAS — NOT BE WASHED M RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS M BE DISCHARGED INTO STORM WATER SYSTEMS • ABSORBENT MATERIALS STALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS • ALL REWIRED FUEL CONTAINMENT AND OEM –UP MATERIALS AND ME PROPER DISPOSAL OF ME MATERIALS SHALL BE INODENTAL M ME CONSTRUCTION CMMACT. 15. HAZARDOUS MATERIALS • HAZARDOUS MATERIALS SHALL BE PROPERLY STMED M PREVENT VANDALISM M UNAUMMIZED ACCESS. • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WIM FEDERAL, STATE, AND LOCAL REWLATONS • MPCA STARING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WMTE. • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF M IDENTIFIED CRITICAL ABEA • MSMBG U MATERIALS MALL BE AVAILABLE FROM THE CONTRACTOR M SITE FOR USE IN GEARING UP SMALL S. CHEMICALS. . IF , BUILDING TH MATERIALS, MEIAICALG, M GENERAL REVISE IS BEING USED, STORED, DISPOSED OF, GR OTHERWISE MANA4E➢ INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTOR OR NOTIFICATION. ALL REWIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REWIRED DISPOSAL SHALL BE INODENTAL TO THE CGNSMUCRON CONTRACT 15. CHEMICAL CONTAINMENT • GASOLINE. OIL PAINT, SOLVENTS. AND OTHER CHEMICALS NECESSARY FOR CGNSMUCTON ARE NOT ALLOWED TO GGNTACT TIE GROUND SURFACE, BE EXPOSED TO GROUNDWATER M BE RELEASED TO A SURFACE M GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIG I& LABELS STILL ATTACHED, UNLESS ME CONTAINER IS NOT RESEALABLE. • HAZARDOUS MATERIALS SHAH RE RETURNED M THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. • M EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRCDUCTS TO DO TIE REWIRED JOB. • ME CONTRACTOR SHALL PROVIDE TANKS M BARRELS TO COLLECT UQUID BYPRODUCTS MAT POSE A POLLUTION HAZARD. • ME POLLUTANTS SHALL BE REMOVED FROM ME SITE ON A WEEKLY BASS AND DISPOSED OF N ACCORDANCE WITH FEDERAL, STATE AND LOCAL REWLATMS. • ALL SPILLS SHALL BE GLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE AIM ME MANUFACTURE'S RECOMMENDED METHODS • ALL REWIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL MO REWIRED DISPOSAL SHALL BE INCIDENTAL M ME CONSMUCTON CONTRACT • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 17. SCUD WASTE • SOLE WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A N WUR BASS • CON TAINERS SNAIL BE COVERED TO PREVENT WIND BLOWING ME WASTE AROU ND ME SITE • MIKA DISPOSAL REQUIREMENTS WLL BE FOLLOWED FOR ALL SOLD WASTE. • SOLE WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO ME CONSTRUCTION CONTRACT. 1B. OUST CONTROL • ME CONTRACTOR SHALL USE A VARIETY OF MST CONTROL INDUCING BUT NOT LIMITED TO ME FOLLOWING: A. RAPID STAMUZATON METHODS ON SLOPES B. WATER ON ROADWAYS AND GRADED MEAS C. ALTERNATIVES: N ME FARM OF VEGETABLE POLYMERS. WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR AMYMC COPOLYMERS MAY ALSO BE USED •ALL REWIRED DUST CONTROL SHALL BE INCIDERTAL TO ME CONSTRUCTION CONTRACT AS PER SPECIFICATIONS 18. WINTER STABILIZATION • WVER EXPOSED SOILS ON M AROUND NOV. ISM MD /M PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOIL 'MINTER • ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH • ALL EXPOSED SOILS M BE SEEMS WITH MNDOT SEED MIX ISO • ALL LOW POINTS IN ROARS M BE ADEWAMY DRAINED N ACCORDANCE WITH NPIIES GEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTMTY REQUIREMENTS. SECTION D. DMATEI NG MD BASIN DRAINING. • PERIMETER SILT FENCE OR OMER CONTROLS TO BE INSTALLED 3 -5 FEET MON ME BAN OF ME CURB AND CUT OF ME PLOWED SNOW ME • PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MOITAINED • INLET CONTROLS TO BE REMOVED AGWRDNG M LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FIRM LEGAL AUTHORITY. • IF NVRK HAS OCCURRED NEAR OR IN STREAMS M OVER SURFACE WATERS ME EXPOSED SOILS SHALL BE STAMUZED M PROTECT AGAINST ROWING AND SPRING RUNCFF M ME 10o-YR FLOG ELEVATION. • ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEGMENT BASINS SHOULD HAVE OUMETS AND STMIUZEU EMERGENCY OVERFLOWS INSTALLED AS PER ME GRADING AND/OR UTILITY PLAN AND AT ME APPROVAL OF ME OWNER. 20. WORK NEAR OR IN IMPAIRED WATERS • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTMTY TEMPORARILY M PERMANENTLY CEASED. • TEMPMMY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WIN COMMON PONT OF DISCHARGE • IF YANK IS DIEM SPECIAL WATERS BEER TO APPEND% A OF ME NPDES PERMIT FOR ADOTIMAL NOTES AND REQUIREMENTS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE M'IMPAIRED WATERS' • SEE AARON MLYNEK FOR ADDITIONAL NOTES AND REQUIREMENTS BMP NAME PE.OUANIGM - UNIT SILT FENCE 1,290 LF ROC' ENTRANCE /EXIT 1 EACH INLET SEDIMENT CMMOLS (CURB) 13 EACH 500 (BEHIND CURB)) 0.20 ACRES TEMPORARY SEED (MI% 21 -111) 135 POUNDS PETNMENT SEW (NIX: 22- 111) 90 POUNDS CMMEM WASHOUT AREA 1 EACH -_ _ _ I I4epard for. Ryland Homes 2599 Aee6 IDI �' -- - m- PrAUN , ITN, 85344 D R_ Y RYLAND HOMES MARK 8TH' CARD TNM 952- 229 -8W0 CONT ONTRACTOR STCNPD N E M— ___ MD _ A MRHATE__ ENGINEER batxood Pr feat al SerA44a YM M. BLRIHM AGM. MLYNEK, CPE50_61Z 952-906–M2 SNWPPP PREPARED STORM WATER INSPECTOR— WItwood W_f lon.l SwNm MPCA -365 -6116 DUTY DEFILER CITT �N?•INE♦:R STATE OF %%X _ -_ �CIT`!T)f aMHASSEN - -- - PAUL DEHME §52 -23% -1189 SouthWest Village BCC 05/MM .65 . < — 08/01/13 — 4 GT 18 SWPPP Notes a M.t—d M M Elm Eno o V7 2 , I- 400*' Q, CJ 1. *#Aft ffilown 41297 7- ............ -------------- Ryland Homes 75R9 -.,— rnd- P,e A, MN, sisal i SouthWest Village — . H be /ore dl99 g: 811 . o cc11181 I.com — —r d Alliance 15 P 30' 60' 90µM ..08/01/13 9iaee 5 - 18 Existing Drainage Area Plan S--. Inc. n�� I P.Pp far. Ryland Homes Bdan r..ida, emu, scan SouthWest Village Call 1 Naar, bsfw. diggl g: 811 or caII811.com Common Cro d Alliance X 0' ]V 60' 9D' TAt.t R-w- Dntc ro/f1Ut3 —08 /01/13 .— �6-non =Is Post - Development Drainage Area Plan 1_ O Cf C f: q p- C) T I —a I % X.0 —i — SiMH�_ MH # c a 2 CR 50 - �— -80 UI 1-5 q �I 2 I♦ i, 2 2 J_. 1 I I • 2 V 3_ 3 I 3 4 5 I (... I�•W I- .. 4 4 4 5 6 (_ �I 5 # it �I • `1� -1 -- I` � I� CBM_451 6� r T —CB e _ _ _ _ d 01C�H -6 a51MH -et CB -64 I r - -- T SHEETS 8 k 11 - MH_] 2� 3__ — T 5 6 it 1 2 3 4 5 8 7 Ir I i i I -a Call 4R ... before EII 811 or ca11811.com ce„xxex D,wea .11— STORM SEWER CASTING SCHEDULE siROC1URE "• E�m amrmr a.r aar.s�n ME MK � Ryland - Homes . -_ — - - e.ma a.•ne hle.t I 7599 A M. ihlve Rasp i':ei.,e, MI,, Ss— IYS 2[ llvhm -- - - - Call 4R ... before EII 811 or ca11811.com ce„xxex D,wea .11— STORM SEWER CASTING SCHEDULE siROC1URE 0 30' SO' 90' label Reelelon: 0!/al/13 xUMRFR ME MK CASMG iIPE 50 cEMH, IB R -. 0 TV 51 CRMH_ _ CRMH _ - _ CS 49 _ R -308JV R -308N - RI —V - -_ 52 93 48 _ 48' 48 60 02 SRMH -- SWH R -1642_ R -1842 -82 —_ _ CRMH 48 R- ]OS'IV _ _ 63 64 C8 CB 2 3 R -JOBiV R -]O6JV - —It"Y Save, Wale, Hyd. x \Valve - --mob PROPOSED .Mt.r Sewer —�- W.- —I- Hyd. n \V— —I —p se.x, sere. NNRE Sonit9rY Sex woes, Mya. x \V.I.. Strom Sewer X 0 30' SO' 90' label Reelelon: 0!/al/13 SouthWest `Tillage r0vem.0 unaryt viestwood L k2n u � O Street 3 PROPOSED CA GRADE (TYP.) 405 LF 6' DIP PROPOSED CA SUBGRADE (TYPJ CL52 WATERMAIN 7.5' MIN. COVER PYC.. 60 a PVC 115' - 8' PVC SDI, 35 O 0.4011 5pR 35 O 060. E%. MH SOR 35 O 0.41. MH - i MH - 3 STA 2 +15 STA.4 +24 MH - 4 STA'1 +00 -- - - -" RE - 925.n - -- RE .925.71 STA 4 +84 -- RE - 926.21 IE (E) 913.32 IE (N) - 914.28 RE'- 925.21 RE (E) 912.75 IE (W) - 913.22 - ;EE (W) - 91 /.tfi IE (W) + 914.62 IE (N) - 913.32 IE (E) - 914.26 6 Ryland Homes w!Y. 2599 An°gcnm DHve eaa9 PrAm4, Arrr, ss3a4 BILK NO LOT NO 4 14 ••� 34/ I 1 25 I 4 I I 4 1 1 26 27 5 5 920.1 20.1 REMOVE 15 28 29 0 +06 0 +29 6 i I 1 lF OF 30 i I - B E%R;TNC 8' SAN SEWS 31 32 MN" - - -- -J rT L 14 -J rtY -; EMOVE B. PLUG k CEND, TO CORE DRILL 33 34 1 +49 1 +11 - 919:9 919.9 919.9 k CONNECT TO E% MH JS E III M -1 1 1 1 WAIERMAIN W/ BEND D +OB 0 30 919.9 919.9 r , 38 REMOVE b tF 1 B' -45° BEND OF EK W.ME AT TO 6+ =k B 1 2 3 4 5 6 7 '% B' TEE -2 (L = -1 m L (, },1 t _ > B'45 BEN N. 8' TEE 4' PVC SANITARY Y0. w /AUX. VALVE 'COPPER SERVICE SERVICE (TYP 15' -8' PVC W /CURB STOP (TYP) 816' TEE GRIND ELEV - 92].] Street 3 PROPOSED CA GRADE (TYP.) 405 LF 6' DIP PROPOSED CA SUBGRADE (TYPJ CL52 WATERMAIN 7.5' MIN. COVER PYC.. 60 a PVC 115' - 8' PVC SDI, 35 O 0.4011 5pR 35 O 060. E%. MH SOR 35 O 0.41. MH - i MH - 3 STA 2 +15 STA.4 +24 MH - 4 STA'1 +00 -- - - -" RE - 925.n - -- RE .925.71 STA 4 +84 -- RE - 926.21 IE (E) 913.32 IE (N) - 914.28 RE'- 925.21 RE (E) 912.75 IE (W) - 913.22 - ;EE (W) - 91 /.tfi IE (W) + 914.62 IE (N) - 913.32 IE (E) - 914.26 6 Ryland Homes w!Y. 2599 An°gcnm DHve eaa9 PrAm4, Arrr, ss3a4 BILK NO LOT NO A B C 1 25 G+53 920.1 1 1 26 27 0+76 0+98 - 920.1 20.1 1 1 28 29 0 +06 0 +29 920.1 920.1 1 30 0 +51 - -920.1 1 1 31 32 1 +26 919.9 1 1 33 34 1 +49 1 +11 - 919:9 919.9 919.9 1 JS 1 +94 1 1 36 3] D +OB 0 30 919.9 919.9 1 38 0+33 919.9 Coll 48 Hours belle digging: 811 Or La118M.Om Common Gmund API. - SouthWest Village SANITARY SEWER AND WATER MAIN. DRNNACE k UTILITY EASEMENTS ARE PROMOED OVEN ALL OUTLOTS A DENOTES SANITARY SEWER SERVICE WYE LOLAIm ON MAINLINE FROM DOWN STREAM M.M. 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 SEIjVtCES SHALLLl BE 1 -1 2' COPPER TYPE N PIPE w /CURE ST F IE - .08101113 s 8 OF 18 Sanitary & Water Main Construction Plan F .2013 Wertw..E w M STREET 1 930 930 PRWOSEO CA CRADE.(TYP,) PROPOSED CA SU SGRADE (TYP. 925 . -. _...... 9 405. LT B' DIP 0152 WA E.AIN T. 5' w. LTJgEft- — 920 • .. 920 915 MH -J MH._ S. SEA 2h ... 1 915 -182' - RE = 925.71 FEA 92{.98 SOR J50 O.spx IE (N) = 914.28 IE (5) = 915.23 IE (W) = 914.18 IE (E) 914.28 91 1 1 2 3 4 �. Ma9royls +�,,,�ium LL HYO w 1,1 ux VALVE 10' -6' OIP 818' TEE GRND ELEV - 926.3 IEMOVE PLUG t XRINECT TO EXISTING 10T aF &I D WAIERMAIN TN S SALVAA GE t l REINSTALL HYDRANT \ t VALVE H -2 EMOVE PLUG -- CONNECT TO EXISTING INI_TERMAIN q zZ tilt R uI _ II T4I �n;I` '4' PVC SANITARY r 4 SERVICE (TYP) - 'HYD w /AUX VALVE I I�I 818' TEE GRNO V.EV - 927.0 - 8 IF STREET 1 930 930 PRWOSEO CA CRADE.(TYP,) PROPOSED CA SU SGRADE (TYP. 925 . -. _...... 9 405. LT B' DIP 0152 WA E.AIN T. 5' w. LTJgEft- — 920 • .. 920 915 MH -J MH._ S. SEA 2h ... 1 915 -182' - RE = 925.71 FEA 92{.98 SOR J50 O.spx IE (N) = 914.28 IE (5) = 915.23 IE (W) = 914.18 IE (E) 914.28 91 1 1 2 3 4 �. Ma9royls +�,,,�ium LL HYO w 1,1 ux VALVE 10' -6' OIP 818' TEE GRND ELEV - 926.3 IEMOVE PLUG t XRINECT TO EXISTING !' WATERMAIN W/ 1 -11 1 /t° KENO r -11 1/4° BEND q �C R 1' COPPER SEANCE _. _. �I W /CURB STOP (TYP) '4' PVC SANITARY r 4 SERVICE (TYP) - 'HYD w /AUX VALVE 8' DIP 818' TEE GRNO V.EV - 927.0 STREET 2 935 moo© 935 AM (TYP.) GRADE (TYP.) 9 0 _. _. 405 lF B' DIP CL52 ..920 WAIERMAIN 7.5' MIN. COVER:225 LO'ZDE 9 0 915 . - MH- 1 STA 3+1915 143 8' PVC RE 92].82 SOT 35 O O.BO, RE =925.7 IE (E) 913.]2 IE (W) = 913.22 910 IE (S) = 914.]9 IE (N) = 913.32 9 0 1 2 3 4 Ryland Homes 7599 A-,— D - °�+��•eMie.t -- Ed.a Aside, MM, SSRM CWI . 1— 1,—. diggh, 811 or C011811.Com Cd — bound Alliance SouthWest Village SEE SHEET 14 FOR CITY STANDARD PLAN NOTE B FOR SANITARY SEWER AND WATER MAIN. DR MADE t UTUTY EASEMENTS ME PROVIDED OVER ALL OUT.OTS A DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. B DENOTE B SANITARY SERVICE RISER LENGTH C DENOTES SANITARY SEWER SERVICE INVERT AT PROPERTY UNE. ALL SERVICES SHALL BE EXTENDED TO PROPERTY UNE, EXTEND ROBS ON DEEP VALVES, ALL SANITARY SEWER SERVICES SHALL BE 4 PVC SCHEDULE 40 PER CITY DETAIL 2001. ALL WATER SEgVICES SNAIL BE 1 -1 2' COPPER TYPE N PIPE w /CURB B X D s0' Is0' LbllReAd.n 08/01/13 1 wm09/01/13 sn a9rc.- 18 a.. Sanitary & Water Main Construction Plan moo© inn! o �I SouthWest Village SEE SHEET 14 FOR CITY STANDARD PLAN NOTE B FOR SANITARY SEWER AND WATER MAIN. DR MADE t UTUTY EASEMENTS ME PROVIDED OVER ALL OUT.OTS A DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. B DENOTE B SANITARY SERVICE RISER LENGTH C DENOTES SANITARY SEWER SERVICE INVERT AT PROPERTY UNE. ALL SERVICES SHALL BE EXTENDED TO PROPERTY UNE, EXTEND ROBS ON DEEP VALVES, ALL SANITARY SEWER SERVICES SHALL BE 4 PVC SCHEDULE 40 PER CITY DETAIL 2001. ALL WATER SEgVICES SNAIL BE 1 -1 2' COPPER TYPE N PIPE w /CURB B X D s0' Is0' LbllReAd.n 08/01/13 1 wm09/01/13 sn a9rc.- 18 a.. Sanitary & Water Main Construction Plan 02013 Wt.— P,.f..I..l GRADE BREAK STA = 2 +9507 ELEV - 825.820. 1PROPMM -BREAK 7,A a 1 +00.00 790 PROPOSED C/L GRADE C/L SUBGRAx 146' — 12. RCP M500 D;L -- CBMH — 50... CBMH — 51 ,TA STA 2 +62 EE(S)92 219.89 - RE 925.02 IE (NW) 919.89 - IE (N) 920.91 IE (SE) 920.91 k u STIXHM STRUCNRE MOUNTABLE CONCRETE B k WTIER 5' 90EWALN I� .I E . WM Q ORE DRILL k CONNECT TO E%ISTNG STORM A SS'T N SENER'. RMOUNTABLE C CURB \ ONCRETE WRB k WTTER 'TIP WT" WRB k WTIE BREAK STA = 2 +9 E EW 925. iA 7 1 +9000 H.P. EIEV 92 CBMN -5 b 1 I --�yB I u Fie— 14 PV1 ELEV 921 —POsm C/L GRADE (TYP) A.D. -1.92 K — 31.25 _ F 81,�'�� _ 5 l I~ 9 15 ',.. U4 I I 10 16-9 .. ... .......... _ 5 I I I — RE S) - IN. IF f51 919.18 5 T I.}( 12 18 Ir 4 }y niF II XH ;_ I BfAfffJ �F -� Street 1 en..,v >�.uma.e. A ✓.m..r. PmpxN We tWOOd wvwr.ma� or W/mM/ L3 4729 OW 30 LF OF DV (TYP.) EX. STORM SEWER W: EX. STORM ..�. STRUCTURE 22 t I — 23 I 24 %n L- y TAH —B,U t e GRADE BREAK STA = 2 +9 E EW 925. CRAKE BREAK STA —ELEV - 924.800 1 +9000 H.P. EIEV 92 H. P. STA 2 +5 PW STA 2 +5 PV1 ELEV 921 —POsm C/L GRADE (TYP) A.D. -1.92 K — 31.25 PROPOSED C/L SUBGRADE (TYP.) 81,�'�� 9.927' ,.Dm —170`— 12 RCP q, 5 0 0.e5x .. ... .......... CBMH 1 80 STA 192 STA 2 +85 RE 925.E RE S) - IN. IF f51 919.18 IE (� � 9 IF fN) 9 TTO STREET 2 Ryland Homes 9549 A-M. Drive Ed- P,-, MN, .Wi Southwest Village Coll 4B H— bef— dlgging: 811 or =11811.com Common Ground Alliance NN RFCS, • RADIUS TO BE 8818 C. k C. AS PER CITY DETAIL OTHFR AREAS TO BE SURMOUNTABLE UNLESS OTHERWISE NOTED. DENOTES WTTERUNE EIEVA104 AT INTEF!WCTONS 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 ELEVAT MS ON PI.AN PROFR S REFLECT THE SUMPED ELEVATIONS X 0' S0' 100' 150' II[xt ReWdm: 08/01/13 —08 /01/13 spree 10 sa- -r18n.,. Street & storm sewer Construction Plan 02013 WeA1� Pr9faaal00al v,- aefmn6 „r M, av_m - WTIER 'TIP WR8 t GUTTER Street 3 'MW fs I Ryland Homes 7599 Ava6nm Rive Call 1 11" baton BI99I09: 811 .1 e.§11.COM Ce . GraaaE AII11- N RF A NOTE • RAMUS TO BE 8619 C. t G. AS PER — DETAIL OTNER AREAS TO BE SURMWNTABLE UNLESS OTHERIMSE NOTED. DENOTES WTTERLINE ELEVATION `P+ AT INTERSECTIONS A TIN NO ALL CATCH BA- CASTINGS IN CURB SHALL BE BUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAYED AREAS SHALL BE BUMPED 0.05 FEET. RIM ELEVATONS ON PLAN PROFILES REFLECT TAE WMPED ELEVATGNS. �y\ tarot Revlalon: D6 /01/U ..:OB /01/13 .ac 1116oei 78`N Southwest Village Street & Storm Sewer Construction Plan L71anAeeee6. ATna®at. H.P. ELEV - 928.60 GRADE BREAK STA . 4+62.15 GRADE BREAK STA - 1+00.00 M.P. STA - 2 +BT.39 ELEV - 925.150 ELEV - 928.580 PM STA - 2 +8200 - 930 PM El - 928.]3 PROPOSED C/L ...... .... K '.>J.T... ... A.D. - -t.TSZ _ _ GRADE. (TTPJ ..... _ 60.00' VC OPOSEO C/L 93 WOMAGE (TWP ) -0.91x 0_.II4{957IIA0 -14 _0. - _. -. -.- 9. -.- —... ... -... 112..R.. _._.. 29' - 12 { 0. STA - 52 . RCP a 5- RCP. CL.S.. .STA 2 +18 - "' - 00.48.5 00.518 .. -..... RE - 925.86 - STMH - 61 920 IE (NW) - 921.24 CB - BJ STA 3 +97 IE (NE) - 921.24 STA 3+35 RE - 925.40 1$ RE - 925.40 IE (1') - 921.05 _ .. IE (SE).- 921.40 IE :(N) - .920.28. _.._ ..H - 62 IE (E) - 920.25 915 STA 3 +55 CB - 14 RE - 925.81 STA 4 +60 C (E) - 921.26 RE - 924.80 910 IE (N9) - 921.26 IE (R) - 920.88 910 1 2 3 4 5 'MW fs I Ryland Homes 7599 Ava6nm Rive Call 1 11" baton BI99I09: 811 .1 e.§11.COM Ce . GraaaE AII11- N RF A NOTE • RAMUS TO BE 8619 C. t G. AS PER — DETAIL OTNER AREAS TO BE SURMWNTABLE UNLESS OTHERIMSE NOTED. DENOTES WTTERLINE ELEVATION `P+ AT INTERSECTIONS A TIN NO ALL CATCH BA- CASTINGS IN CURB SHALL BE BUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAYED AREAS SHALL BE BUMPED 0.05 FEET. RIM ELEVATONS ON PLAN PROFILES REFLECT TAE WMPED ELEVATGNS. �y\ tarot Revlalon: D6 /01/U ..:OB /01/13 .ac 1116oei 78`N Southwest Village Street & Storm Sewer Construction Plan L71anAeeee6. ATna®at. .2013 W"t— P1,,A it S-4 —. 4_ C) C3 Y (J � C) ---------- L F Final Plant Sohedule CODE OTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SUN AS SNONN 10 SMgvr I�lef Acer a «cnvrum_ 2.5 BB SO AS 2 t cve MopM [ / alHeeetl'lere RM' S' BB a9 SM NN NYAI •N 2. _ 4fH 5 M _ Svc / _ i_ecanuan wr 'nerma 54yce e' 2.5' BB _ as 5- IB a _ HvcFberrY ( Caltrn «cMenlvlla - 2.5' BB _ _ -AS SHONN _ REL a R «mane I.ineen1 Tib_ameri <enp 'Reemand __ 2.S' BBBB _ - AS SHOwN _ _ BM 5 Bculewra uneen / illia amerlcmv _ OCE " -0m11 ' Al BB AS SHON mEl_ Z S_BB AS i SHOVM -_ FW 20 - Je vneae ree L acB rLngP -HT., BB_CL AS SHOVM __ _ o hB 20 Fvi Vd ey BrvF ( trAp rvarp Lrtl_g' 8 HT.. 89 C1UMP AS Sx01m _ PFC I] Pm'sie6re ABS 2 Autumn Brilllence seM<merr 'Au 1.5' 88 _y / AmNpncbler r gmnelllprg tumn Brlli «N 1.5' BB AS cnv _ —s — Bciep mP °<t prvu Geebwrwpm vbpm r,m / wer,mem t��m�meemPe =<d - 6z= a• H F.T . BC a %j h may N H? c a r . -- - _ q oC. a ] O—f fee NVYVmgev / HtW.vege amce nvbelle' ___ IB r bumdd Avtxc PO 3 as spkep / S ev kp« <p Lit a Pr nceael r POT POT �! vn Lnvc / sy"ringp meter _ - -- - -_- ORL a Oeprl N «v I 2a' HT., PO 1] Sem Faaeao r« / svnarly a S. jPPl6 aSfi) _ -- 21 xr P O - - —_ - Numea ,Mnbr / Ju H yteT - - - _ 2a' SPIN,PDi - er HWra�.angep maxAa 'BaAmer -'_1 H,— craP Oro OcNi / Xen k'Stdry Ev G _ B' 0 C` I slmeve Hvetc / Xve «R yoi sianevrE'- I CONT. 6' O.C. PSG 11 Fid RBX B Row m No.. t aa! /rPpm um - _ BES is 45E>ee s ®Pa / Rumec awiwgiea - -- _ __ -' - -C 5 be / An - _ - — D.c. vC mie Co «no.eet/ Ec - �'uage _ — NO.t coNT. to ALIS It a wvv cerv/ Em nvicea Ppu�pu�e it. IPAF I _ t CONT. _ Aemm" .wv s<eem/ see �m:� n Ney NI xt s Ne/ k a nemoroea g 6 Oatrk6gfem/ MV —txl «tens MC 12 O s/ Sp—bdu P " -- NOTE WANTITIES ON PLAN SUPERSEDE LIST WA-1XS IN THE EVENT OF A DISCREPANCY. 1 —_ Planting Detail 1 Planting Detail 2 nr EAr Planting Detail 3 Ryland Homes X599 Megum Drive Bdm Prairie, MN, SSOM F SouthWest Village Landscape Plan Typical 6 Unit Townhome Planting Detail Typical 7 Unit Townbome Planting Detail Final Plant Schedule (Per 6 Unit) �Ci.i. Di". COMMON /BOTANICAL NAME SIZE SPACING D.C. SV_.1 =viP_( perva Honzontvlia 'Satin' _ 41' SPRO., POT d' -0- _ Ye 71 Tavua mea Taunlan' - - 24• SPRO., POT o.C. s IAA3 - C. Buminy Ru�EUO ua avW Comoactus' - 214" HT.. POT • O.C. cnv 2 - Compaq American cranNemlbuN ( Nburnam trlloeum 'volley compact' l• Hi. POT a' -U' D.C. Aw5 1 - Ammer sp a f Splroeo • Eu n! Wdlmv' 2l• NTS POT 3 -0" D.e._ RE_s - s - -- nce Soiree / ..oeno A emote' 3a• KT, POT a / 24• HT.. POT PLC z rranl RT Ipinum ffG _ _/. AroaFie . acutiPao kml Iwn - �- -� -- 2f" OC. le Karl Pwnler PeaFHer Reee Crass Caimno ter' WART POT Prairie Dro aeetl Gm a Ohdw M1elmd _ _ ART POT le Pm- _� _ [ Spw _ gia W -- - -_- poN�l Hemerocdlia 'S1eX _ —_ -_ tCONT. — - -- YAL - _ or Catmint / Nps[a rr lwanm �'e Lox CoFmin! I CONT. Final Plant Schedule (Per 7 Unit) CODE OTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. SVJ Salve Jumper / —p— ew /TO __.__— _ - - -- ORB _ ___ nrl BumNV BueM1 / Euanynuaea 2a• HTROPOTO_T -3_ OC. ow / Sdi. pu , POT _CAV enmCranpamTpuM / VRU tr oD — - - -- -- -- -- AntM1�F'Matwer Splre. / Spiraw . Ouma tla 'AnIFFOnv __ - -- -- _ ce- Splrw.,(_praea v wMOUF a Reno ewnwWOtm RES 3- n t 2a' HT. POT _ _ _ _ a' O.C. ROD 24 _ _ _- Karl Feenler Fdoiirar Reef Graw / ComnogroaFle v acuUnma kwl Foenta WART POT - - 1a' o.c. PDG 23 _ Pralrle OddeeGr_ o NOART D 21" RJp b N r �N --- 0. c. asr. VMD oaNlly Net Pa,a Ma ��.. I � Ryland Homes rnv iwnis�wf L.Mpv —_ 9599 Anem prive Westwood w�.enrx.rn emmn nr_ OR/D" ur ea ]69n .!M_oMr�tr/bn Eden B,.1 , egc MN, 55344 Southwest Village Mlmmole Call a8 Hour. Melw. dl9glnq: 811 or coi1811.c= common Ground Allianw X Latest Revision Date at(oVu ove08(01(13 RNma 13 EOE 18 Landscape Detail Plans 02017 Ws(— Planting Notes 1 TRACTOR SHALL CONTACT GOPHER 'ONE CALL' (851 - 454 -0002 n 8N -252 -1188) TO VERIFY I EDGING TO BE COMIERCAL GRADE VALLEY -NEW BLACK DIAMOND (OR EQUAL) POLY EDGING G LOCATONS OF ALL UNCERGRGEND UTILITIES PRIG TO MSTALLATION OF ArvY PLANK GR LANDSCAPE AIERIAL SPADEB EDGE. AS INDICATED. POLY EDCHC SMALL BE PLACED PITH SMOOTH CUOWS ANO STAKED PITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER BASE OF TG BEAD AT GAGE, FOR 2. ACTUAL LOCATION ON PUNT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. ANTN MOWERS TO CUT ABOVE M—T DAMAGE. D SDEWALNS FOR EDOnG MERE POiSSBLEX SPADED EDGE PROMDE —APED DEPTH PIDTH TO GEATE SEPARATION BETNEEN 5 NOOEG PILL BE INSTALLED UNTIL ALL GRADING AID CONSTRUCTION HAS BEEN COMPLETED IN NDNOU D A . SHRUB, BEDS TO BE SPADED EBGE, UNLESS NOTED OTIVERWSE. EOCNG TOLMATCH EXISTING CONDITIONS (MERE APPLICABLE). IMMEDIATE AREA TO BE SDi UNID v"io°oo GRR 4. ALL ONS MUST BE APPROWD BY THE LANDSCAPE ARCHITECT PRIG TO SUBMISSION M ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERNiSE NOTED. SOD TO BE STANDARD MINNESOTA �ENSURE SORNNAGE. ANT BD AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. RFIOAOW DEBRIS AND SLOPES OFWA IOOR GREATER SHALL BE ST EOpAKEO i0 OVIDE TING TEAR GUARANTEE OF ALL PLANT MATERIALS, THE GUANANTEE ALL 3. PROACE IRRIGATION T L PLANTED AREAS ON SIZE. IRRIGATION SYSTEM TO BE OESG/BNlO BY 8ECNS GN THE OAM OF THE LANDSCAPE ARCHITECTS OR OMER'S WRITIEN ACCEPTANCE OF THE REPLACEMENT PUNT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING LANDSCAPE CGTRACTG. CONTRACTOR TO PROVIDE SHOP DRAPINGS TO LANDSCAPE ARCH[^ CT FOR PRIGNMN O N SYSTEM. NTRAC TO P1PROMBE VIM -N NGI [APPROVAL RBOATI ;SAND NORMAL SYSTEM BE AM HAW NGLSTARTUP DURING E A PLANTS M. TO BE SPECIMEN GRADE. B MIENESOTA NNO STANDARDS HARDY. SPECIMEN GRADE SHALL GALL BE FREE FROM RASE, PESTS. —NUS, SCARS. ETC. ALL PLANTS GALL BE FREE EROU NOICEA BLE GAPS. HOES, G DEFORMITIES, FIRST WAR OF OPERATION. SWOEN SMALL HAVE ONE -YEAR BE OBTNNEDNFALLL PARTS AN CENERALUCONiRACLLINFGRMATION ABOUT INSTALLATION AND SCHEDLUNG CAN ACTOR SGHA ILL NCESSARY WATERING OF MATERIALS UNTIL THE PLANT IS FULLY ALL PLANTS SHALL BEE FREE FROM BROKEN OR A DEAD BRAHCHES. LfAnxG. AMC ALL PLANTS SHALL HAW HE— COMUMBOVS TREES SHALL HAW ANEDS ESTABLISHED MAN LEADER AND A HEIGHT TO MOTH RATIO OF NO LESS THAN 5:3. RPROMD ST ESTABLISHED SYSTEM IS OPERATIM& NO P F OWNER NV10E CONTRACTOR. 5. REPAIR, REPLACE, G PROMBE SOD /SEED AS RECORED FOR ANY ROADWAY BOULEVARD AREAS 7. RANTS TO MEET AMERICAN STANDARD FG NURSERY STOCK (ANSI ZGO.1 -2004 OR MOST CURRENT ADJACENT TO THE SIZE DISTURBED WRING CONSTR M. WRSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNU a ANSI STANDARD PLANTING PRACTICES. 6. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTNO OPERATIONS AT NO GGST TO OYMER. S. PLANK SHALL BE IMMEGIATELY PUNTED UPON ARRIVAL AT SUE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY 1 0 PLANING FIELD WRIFY THAT THE ROOT COLAR/NOOT RAIR IS LOCATED AT THE TG OF THE BALLED 8 BURLAP TREE. MURREDY STOCK, 'M "I'm GAU, AT OR WAR PIP", JRGV OLNE I NOT THE CASE. SOIL SHAW. BE REMOWD DOWN TO THE ROOT COILAR/RDOT RAIR. MEN THE BAU.FU t BURLAP TIME IS PUNTED, THE ROOT C- AR/FGOT vAm[s gF OF— PUI RAIN SHALL BE EWN OR SIGHTLY ABOW RNISHER GRADE. TI. OPEN TOP OF BURLAP ON BE MATERIALS; REMOW 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 E %[SING AND PROPOSED TREES, At4fMa F[ML BLIIX iRAGR e e' LKSIM£ CAP GRKK 13. MAP ALL SMOOTH -BANKED TREES - FASTEN TOP AND BOTTOM, BE— BY APRIL 1ST, 14. STAKING OF TREES AS REQUIRED: REPOSITION. PLUMB AND STAKE IF NOT PLUMB AFTER ONE WAR. 15. THE NEED FOR SOL AMENDMENTS SHALL BE DETERMINED UPON SITE BOL CONDITIONS PRIG TO PLANING LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOL AMENDMENTS. DECIDUOUS TREE V3t RV4Q PLANTING ±, 18, BACKFILL SOIL AID TOPSOIL TO ADHERE TO MN/GOT STANDARD SPECIFICAION 3S77 (SELECT TOPSOIL BORROW) AND t0 BE EKISIAD TOP SOIL FROM SIZE FREE OF RDOTS. ROCKS LARGER THAN ONE INCH, SUBSOL DEBRIS AND URGE NEEDS UNLESS SPECIFIED OTHER-E. MINIMUM A' DEPTH TGP O FOR ALL LANK GRASS AREAS AND 12' DEPTH TOFSOL FOR TREE. SHRUBI AND PERENNIALS. 111111 1T. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL. BD MANRNANCE AREAS. TREE AND SHRUB PLANING BEDS SHALL HAW 4' DEPTH OF SHREDDED NAROW000 MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PUNTS PITHIN TURF AREAS, PERENNIAL AND ORNAMENTAL GRASS BEGS SHALL HAW 2' DEPTH SIREODED HARDN90D MULCH. MULCH TO BE FREE G BELETERIGUS TERIAL. MULCH AND FABRIC TO BE APPROWD BY OVMER PRIG TO NSALLATION. Entrance Monument / Pier Detail wYEIAMr wHENSI µveArt[xA auI ofary a)A�K[sNS'gµwxD SECURE TOM TO POSTS MN s�Nx.7 I DITLEME, wwL Is SM.FEA R —1 RICK DO TO "IT PILL 111:�ST - scARm soES Axo xv a REFE TO A.EREAN STANDARD FLARE TO ST PLAN T OR WAR INUGH" WTH nmNHT.SS[ LINE GRAGI. EVERGREEN TREE PLANTING U29 w FAI M K L — GEOAR GROSSNEMSERS 4X/0 CEDAR BEAM 1` TAPERED CAP TAPERED CEDAR Ga— I 6 _ TAPERED GP REGES.SLD TEA r PANEL; LxeaPPm a PAINED � E BEE DETAIL PLAN -- Pergola Detail REMgj,rTA SE_— MASS ON CMD "L Nat D TV — LAM AREAS "DUE AKD BBTTeM o -� eAO nU- PX T ITH GUIED SHRUB PLANTING -- - Ryland Homes o. _ -- ...A MUR . MN, �RS,au �tmrn _imm =1ri -- nn Ilnl iiI i= N.C. sroES ND BB TDM OF PART =1�NTT TO I PART EHSTNG ,DPSIRL NEM- I X. I PERENNIAL PLANTING i %. - 1.A2 � Southwest Village 111-1 ReMb7on Dale o!" . —.08 /03/73 S— 14 -D 18 Landscape Details and Notes ON °k oEG A, of ro "TT aRC �GN p zirr t, TO BE SDi UNID v"io°oo GRR C SECURE P!iC TO � s LONG � oAA. 1.1 'RTV �AS T T T ER EZR TMIN'=FI 7' DOES AMI BETER TO AMEM.. MURREDY STOCK, 'M "I'm GAU, AT OR WAR PIP", JRGV OLNE E PITx Flxrs% SOE DECIDUOUS TREE V3t RV4Q PLANTING — GEOAR GROSSNEMSERS 4X/0 CEDAR BEAM 1` TAPERED CAP TAPERED CEDAR Ga— I 6 _ TAPERED GP REGES.SLD TEA r PANEL; LxeaPPm a PAINED � E BEE DETAIL PLAN -- Pergola Detail REMgj,rTA SE_— MASS ON CMD "L Nat D TV — LAM AREAS "DUE AKD BBTTeM o -� eAO nU- PX T ITH GUIED SHRUB PLANTING -- - Ryland Homes o. _ -- ...A MUR . MN, �RS,au �tmrn _imm =1ri -- nn Ilnl iiI i= N.C. sroES ND BB TDM OF PART =1�NTT TO I PART EHSTNG ,DPSIRL NEM- I X. I PERENNIAL PLANTING i %. - 1.A2 � Southwest Village 111-1 ReMb7on Dale o!" . —.08 /03/73 S— 14 -D 18 Landscape Details and Notes or w" Call 48 Hours bet« al,s,ng: 811 or call811.com common Ground Alllanaa l � � rirt Q�fOF PIPE eLDDlrvc y� Qn� PIPC Nmo L �F IN POOR SOILS i�f �� IN G000 SOILS RCP &DIP ENGINEERING DEPARTMENT "E' 2201 NriNFFRiNr. PFPARTMtNT N ' 220 N". Ise Ryland Homes Rwte �!- ,599 Ae.gEw I911ve e�EL4+R14E.l�NnL.- Brien Iheltfe, MN, .55394 Southwest Tillage Chentlee ' M_ OR I mom PIPE BEDDING aaenWlM FOR P.V.C. PIPE Latest Revision DateI OA/D1/13 .k08 /01/13 ee..c 15 Eoa 18 Detans II II l — _ I _ If- F 1 - V11,.�. - QITI� TYPICAL GAZE VALVE (OF TYPICAL (mQF TYPICAL SANITARY AND BOX INSTALLA710N � II 01ATION ( SEWER SERVICE ENGINEERING DEPARTMENT ru xa. 1006 ENGINEERING DEPARTMENT °1'� ro.. 1009 m. rrce�w.�Kn�mm ENGNEERING DEPARTMENT �- 2001 l � � rirt Q�fOF PIPE eLDDlrvc y� Qn� PIPC Nmo L �F IN POOR SOILS i�f �� IN G000 SOILS RCP &DIP ENGINEERING DEPARTMENT "E' 2201 NriNFFRiNr. PFPARTMtNT N ' 220 N". Ise Ryland Homes Rwte �!- ,599 Ae.gEw I911ve e�EL4+R14E.l�NnL.- Brien Iheltfe, MN, .55394 Southwest Tillage Chentlee ' M_ OR I mom PIPE BEDDING aaenWlM FOR P.V.C. PIPE Latest Revision DateI OA/D1/13 .k08 /01/13 ee..c 15 Eoa 18 Detans 02013 —t.— Prole. .1 SerNCn, Inc. Call 0 Hwra belaa dlggMq: 811 or ca11811.com ce,nman G—d .11— , QFIOP WATERMAIN /STORM SEWER CROSSING Q11OF IN DILATION DETAIL �Q�PTFTTO�P 1t STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR l mar�FFlP 1 TYPICAL 4' DIAMETER CATCH BASIN MANHOLE �QaI1I��pa 101 CURB CUNSINUCIIUN QFFBF IYHICAL RESIDENTIAL °•' -," """ "" �.. ,, -. _:" fNr,RlEEFn�G GfaAR1Mf,R 12,iA DrvaRlufNT ': r 2205 NGNrrrem Drw,Rwn+T r .. r i1G1 r ENGNEERING DEPARTMENT "N' 3102 AT CATCH BASIN wue , ENGNEERING DEPARTMENT wrt 3106 ENGINEEMNG STREET SEC-DON DEPARTMEM '" �' 5200 r - �r Ir , m�;IEE OF mNODEI= TYPICAL CURB AND GUTTER MI �Q��FFuQ�pa 4 1YPRADI CURB RAUIUS mTa��vyrtR�QNFa� mollau�T RESIDENTIAL BITUMINOUS WITI1 AN07WTHOUTNCURRS ��ea��ana�Wm�rI� T®ImOC1T CONCRETE SIDEWALK mPRrQ�vyFnR��UaPNp� bLLyTlµ\IMT PEDESTRIAN CURB RAMP �Q�FI�opr� Imp OL LCIAULE 'NARNING SURTACL TRUNCATED DOMES ENGINEERING DEPMTMEM �' 5203 ENGINEERING DEPARTMENT rurt ,a. $204 ENGINEERING DEPARMEM mow" $209 ENCINEERMlG pEPARTAIEM 5214 ENGNEERING DEPAPiMENi 'r" N0'5215 ENGINEERING DEPARTAIEM 52157 Latest RevW= Datt mm/T3 SouthWest o es Ryland Ry Homes Village e �— DetaUs I M, — - - — — 7� A—u Doe WeStNOOd ......e.my.aw m 08/OV13 u� Nn 4125'1 - -- _ - �+�!��L_ —. PdeR Pxetrie, MN. SSi4f GAMemen. Mfruiewla Con � H— E.— ft f,: 811 or cc11811.com comma, came .nonce assg Ryland Homes 71" .u�em Drlae saon r,ado, ttta, ssau Southwest Village latest Revision Dntc m1mM wm 08101/13 sn.c ]166 �c18 Details SeMCe.. Inc. I Sim n it illy ®mss ®r� m� Lum nave scnedale Symbol Gy d 2 Label %2 FS 1TING PHOTOMETRIC PLAN %1 SITE E: LIGH I SCAL° = 20' -- -- -- Armlgement L mans LF BACK -BACK 5200 0.7% HCI -F138 L B/- CAC- IOHPS -0T LV -A305 2 P432AFA- 12- RAL9011 (SINGLE 3450 0.750 IFCM50033MTOn -- _ - Ce1wle5on Summery Luminaice Location Summazy__ LUMNO Label Label CakTyga Unils Avg Max Min A"Min MexlMln CalcPls Illuminence Fc 0.13 6.9 0.0 N.A. N.A. 1 X2 1;_' SWW..1 III a Fc 088 32 0.1 6.80 32.00 2 2 1 SbWea2 III ce Fc 0.89 33 0.1 6.80 33.00 2 1 SWWea3 SWArea4 SWAree5 -. III a �—F�e III Ica 0.16 0.85 35 31 0.1 0.1 1.80 8.50 35.00 3].00 FliA15 2 _ S 12 4 VIII —mac O.T/ B�_I O_7 l70 69.00 _ .. �4_� H u ° a� Ryland omes wrwE .sn�r.srm Cury L Mqn _. - — — - - - - -- -__ �_ 1899 Megxam Di1ve Waltvvood wxw.x aw OB /OM13 __ 16%1 - - - - -- lv a!�IriyN+ __ 9den 1 .M , M , Si944 L On -Site LighLCM ting X— LINI+T 1 -111 7- � P PAIN ;NTr -D riwsl+ 12' CONCRETE POLE OASE (24 0 A) rrm — 1NISREO GRADE SITE UGHIMC POLE DETAIL Southwest Village Call 4B Hwre b.iar. dig9lna: 817 w ca11811.com C9mmw Ormond All— X 30' 60' 90' Safest Re W.. Date ro/01/u 08/01/13 — 18 6oF 18 Lighting Plan c] `c d c] < :i b m --- /-/ --- ---- -- L Y I rrF Ryland Homes 7599 MW— Dr ys 3NL'IaU 1r_ ry ]3051 balAwwa �Ae� Bden Prelrlc, M , SStN Chanhassen Townhomes Fir 0' 30' 60' g0' o. «. ......... 7/17/2013 9F� s� o � l.a Preliminary Plat cmi ae eoa.. D.rw. ammm�: 811 or caII811.com common aa„nd unanw Development Data Eaisfing Zminn: PUO Proposed Zwing: PUD 1. Slre Area: 2.13 acres Total Multi —Fw Lots: 38 ands Cross Density 1.38 oc /vn Imhg Standards: front Yore Setback 10' to ROW Lyman 20' fo all ofhw ROW 8.—g ro BuNding Setback 25' min. Minimum Ortwway LenglD 20' to Dock of curb \ Maximum Nard Surface coverage SOS Propoaod Hord Sur /ace Coverage SOS (w /9000 a/ of Ouflof B, SOUMleEST NLLACE of /seated as O an Snaca R— Of/— Street P-Mg .23 sfalb /un(f (10 afdlsJ Provided Off— Street Parking 10 dells Notear Street dimensions Ilafee re) mce bock o/ curb AR shoals m haw curt and gvlter os par city sfondaros Drainage and utility easements shall be pranded as required by the City 7De lot dlmensMna — areas on Mls plan are approximate. Relw to th, pr'nol Plat and supp U, data for exact lof &—ion- and arena. UGYities that are shown we -klm, urillfiez. I � c � I � I I rrF Ryland Homes 7599 MW— Dr ys 3NL'IaU 1r_ ry ]3051 balAwwa �Ae� Bden Prelrlc, M , SStN Chanhassen Townhomes Fir 0' 30' 60' g0' o. «. ......... 7/17/2013 9F� s� o � l.a Preliminary Plat SOUTHWEST VILLAGE 2ND ADDITION KNOW ALC PERSONS BY MEW PRESEWM mot ma Rlfand Gaup, Inc. a --d cwporotion, owner v/ the f0jow g deacrmed pr opwty sltuotee M the County o{ Cww, Stet. o/ MMn J., to wit. Ouflot C Sa/O/ V NLLAC,, occa 9 ro the recorded plat fhereof, Ca— County, MMnesoto. Ho, wuaed the some fo be wrveyed and plotted oa SOMINM 1%LAOE RM A0017M and does hereby swore one emicafe fo ft publle /or public uve / uer the drainage and ufdify va crevfed M1erewirM1. In witness whareo/ said The R)-d Goup. M , o Ma Viand crorpwafiw, has cauved these pr.swta fo be signed by ft, proper olficen Mls day of 20- 11EFttAM1 MPOfF, IIL: Ry STA 1E CF M/fAVESOTA C,UITY OF The fore hg fnatvment was acknowledged be /we me thl, day or 20— by ifs o/ The Ryand Gwp, Inc. a Marywd eorpwofiw on 1 NofarY Public, EMI C—ty. Minnesota My Cvmmiaaiw E,p 1, Gofg W. Mwu, do hereby certify that thk plat was prepared by me w undo my direct wpervlslw; that 1 om o duly Licensed land Survekw M fhe Sfafe of Mlnneaoto; that Ml, plat m wrect r......t lw of the boundary aw y that N — themaficol data and lapels we tmecllly designated w this plat; that all monument, depicted w fhia pia1 have been, w will b. ro 11, set wlfhM we y<w; that dl water bwnewies one wet Iwda. as defined M MMneaofo Statutes Secflon 50501, sube. J. va o1 the dote .,-"t rnfificafe we shown one IobMad w this plaf; one .II publk wap aro shown end lobded on thb prof. Doted Nis _ day el 20— —11 W. Morse, LJCenaed Land Survepr Minnesota License No. 23021 STA iE LY MINNESOTA — insrrumeni was acknowledged bemre me w Nofwy Publk, maw.y Covnfy, MMneseto My Cwnmfasfw E"im, by Goig W. Morse. CITY COVNCA. aTYW aIANHASSEN, MAWESOTA plat .1 M/1NNEST 11fU Z ADO MM woe approved and accepted by the Clty Counts o/ the Clty o/ Clronhaeaen. MMneaofa at requlw —.g thereof held rhis day .1 20_ and aam plat is ui compliance with the proNaiwa of Minnesota stofutea Secflw 50503, sabd. z. City Council, City of Chwh —, Minnesota By By aAMtt SLAtw,m Cow =Z-- MMmeofe uwt to Chaptw 395, MMnesafv Lows of 1971, thfs plat has been vpp —t fhia day of 20_ John E Eree ,, County Surveyor CCMTY A691FM—OtEASf ,, Caste County, MYmwofe I It—, rnf! /y that taxes P,,, -e fJ20_ wd prior X have been paid for land descr�Ded on this plat Oofed fhia yo Laurie &9—. Covnfy Audlt.VF,—urw CVMTY ftTa9DM Cww CeanfA Mmrremta I hweby rnfl /y that thla pmt of S MWSr W"X 2N0 A n(Mf was Poed tnk _ day o{ 20_, at o'clock —M, as Document No. Mork Lundgren, Carver County Recorder Westwood Professional Services, Inc. Sheer 1 .12 abash —� F I I O - IL •( �L` .. C� �G C f� fJ CJ C) SOUTHWEST VILLAGE 2ND ADDITION M 0 10 60 90 soae m mee me weal line o/ Ou1W G SOOmIe£ST (1VVt.L,ALRD r""DOT firirr r..r �. v. .v —�.. ALAOEL assumed 1. bear N 00°01'22' W. 0 0-0- 112 incM1 by Ii ml I m enf set and market by License .. —1 um • —.1- --1 / nd and marked as aM1Own Westwood Professional Services, Inc. Sheer 2 of 2 -- 0 O Z I co X1664 RYLAND HOMES' LYMAN BOULEVARD SOUTHWEST VILLAGE CHANHASSEN, MN r Lij 1�� 0001w a RYLAND HOMES N �nnnrrnuunnurrr1 wnnr,._ 11111111;: ENTRANCE MONUMENT DETAIL SCALE 114 " =1' 6 SEATING AREA DETAIL SCALE 114 =1' •o� r F-- �rw i PERGOLA DETAIL SCALE 114" =1 SOUTHWEST VILLAGE CHANHASSEN, MN „� 2 WA, L -�=,--7: -7 - '7'-- E �f n�iijli{' "�i�r• .. IjE; }ii�lhn ;n n n �rtSn55d'��rrl I lini':;i', i'ii� "'•.o.. _ �iiiuiiiuAiiiiimii� ■ ■ ■ ■ ■ ��iuiiiiiiiiimiii ■ ■ _ ■ ■ _� _ ■ ■�l ��_ - ■ � _ �ww =- �iiiimmiimiiii�i� iui u u i � -� � � mill - -- — .• _TA FREN TI ONTAh RELATIVE ELEVATION - 0' -0' R ATIYE E ONTARIO -D' PINEHHRST 'A' PINENOR•T •C' ONTARIO 'C' LEVATION - 0' -0• RELATIVE ELEVATION - 0' -0• RELATIVE ELEVATION • 0' -0' RELATIVE ELEVATION - W -O' RELATIVE ELEVATION - O'-O' FRONT CONTROL ELEVATION - UNITS FOOPPOF 01 �ti ��IhII �RII�II IMF- LEFT • • • u w c� 12 W Q d d El &T H ---------- ---- - - - - -- W r W N ,. 3 == r FREMONT T1 z = RELATIVE ELEVATION . p'•O•� co o y J� U- W F— m LLj V = D � Z W co 0. 111 � w a W Z O ro 3H =0x z° 'n O a d AID vA. A.�vnllvn W/ OPT. STONE END 04 - -- 4' exle'GE vENr O{ �e�lx PIrcN� �61�+IrYd Eer,'r�rP�. wn- ________v........w T/F r -- - I 06 REAR ELEVATION SCALE: Iro" • I'•0" • FACE rrzm Q aEE COLIAN ; -- DETAIL %/A 3F {" FACE TRIM aiA�D t}V TOP 6 6" FADE TPoM III I II I I IJ+. _ r - YF,WTEft GklER llrE� - = y RS.IRD RT40. aIFKu I_q�_0ii I_ lloE aF a'nmluleL ALL SIDING - T_ ' -Po_'T_DEYK_GM1TE . 'I ON] V X�E'INO]�Xt R A A CB C CMe Pr OB RIQ�I a�HMBG.LI] E P 2 , I tMI C He� . o-lo•rG� + tm � �uT.oT aS Cu AGLREI: DO —_— , 2 SIDE ELEVATION L A." I' 0 812 KT Aaw AB auour+, TTP, t/ 1'L. I TYING, i KENYIFREMBFRLRE ml,- X10 -ndF0. 1® TRIM DETAIL , 11 -11. L�_ — •BICTbXIm, ttl TcALe, I. .1' -0" ,'RIDGE VENt SIDE ELEVATION G {L 04 R., ro• . r -m• M" J. DOA eAr B JT rYP. �CCTIPOBITICN BNMGLGB, M.�\ I �6A] PItCN� 3 FbRIZCNtAL 2 CRY' pg pB ' slvinG, rYP.� � auaw, TIP. 0 �� IWJL01etBAQEltLFE�_ �� I ICEWIERB4bNRLFE I op�. �- I I 'cF�rarAmart -C I I +'aellelexuoavr I= F I I f �a R�T�+D.�Eaa+ I �IrearFD Rruo.aErcu I � q,_0o ' q:_m.. doEa rcrcKx aw. U I i I i FUFdJo FORK o FLUE S1 FLIIE .1 Xgy W 14' RV 8-t2 I!/ Y� I I4' Rv. 8:12 i . � � g1i o1 01 01 I i I lo!uwn J / va a i^ �mgm�cou`p 8:12 I � v� - I I o� �a-• u4 I I _ _ 1 I r :13 843 L :T�_ i i -- - - - - -- -- — - - -- J p m K n n n I m IX• ; ROOF PLAN A ROOF LAN B" ROOF PLAueN ^ . r °-mC• ° 07 , E: 0 8 0 Q SLED - P EXTERIOR TRIM KEY BE7�OND 6OFF1T CAVr. DECK BEE maxsF WFBATADCMNE T E CA OVPCrR. I _ GRaAal¢'RR AIe G KE R ICERK N EPfRMLA B. R . ®B, Dm EILLT.GR E >.KE.F�DIA HO�R/ I ZON a TAL SOFT 'BIRD-BOX' Ti TRIM DETAIL 'LIC4P BBI•ff. RR 2 /�.� KEYNOTE 6YMBOL aGALE. '=I' p, -4 _ _ MATEIBAL °-IAKE �COMF'OaiTION 6NINGLET, TYP.� VNYL SNAKE ^ doTIG, rrP. plrcN uowrwaAL a i °i01iure�'rm �'bJ4O I r-- �--- -_ - - -- FACE APPLIED - ___- __ - - - - -� 9TD>E 61LL CA° I % FRONT ELEV.'A' I I � BT m� VnEwe r ' DID BIL4'�AP I / 0 FRONT ELEV. "B' 2 W t J MIN. Q O � w UL w 6 O � m .1 i:► Imin.. �11 � — ��III�11111�1111�� i��'��' O��ullll ' �xmmul= =viii ' =lmnl Illl�l�lllln �� II��1� I nlinmii�� minm►� Im � =I :? i ;;��;�1111111 r:�r.v-- ,_h�IIII bib, lb ISM W t J MIN. Q O � w UL w 6 PORCH ROOF dBV.� GENERAL PLAN NOTES, I. ALL INTERIOR WALLS ARE 3 -1/2' UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS TO HAVE In' GYPSUM BOARD, ALL CEILINGS TO HAVE 5 /8' FIRECODE GYPSUM BOARD. ALL ANGLED WALLS ARE 45 DEGREES LNLE56 NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTWERJ]5E. 3. COMMON WALL MST ALWAYS HAVE 5/8" TYPE "X' GYP" BOARD ON BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/2X6 STUDS a 16" O.G. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOW HATCHED) TO HAVE B." TYPE GYP SM BOARD EACH 61DE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 WA2" PLYWOOD PLATE AND (1) 2X6 JACK STUD EACH END LWLE88 NOTED OTHERWISE. 6, ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THROUGH EACH FLOOR LEVEL AND HAVE SOLID BLOCKNG IN FLOOR SYSTEM BELOW. 7. ALL BATHROOM FANS TO BE VENTED TO EXTERIOR B. ALL CLOSETS HAVE (V ROD AND (I) SHELF UNLESS NOTED OTHERUISE. S. SEE CABINET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT. 10. ATTIC ACCESS i0 BE 22'X30" UNLESS NOTED OTHERWISE. 11. TOWEL BARS MOUNTED 54' AFF AND TOILET PAPERHOLDERS MOTN790 24' AFF. 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. 13. ALL WOOD IN CONTACT WTH CONCRETE 70 BE PRESSURE TREATED WOOD. PLAN NOTES KEY. I. WALLS CONTAIN POLY. ROCK, AND NSL 2. HATCHED AREA INDICATES EXTENT OF MECHANICAL DUCT WORK 3. 2X6 STUD KNEE WALL W/ PRESSURE TF FOUNDATION WALL. 4. ONE LAYER OF GYPSUM BOARD. S. STAIR HEADER EXTENDS ACROSS ENT FACE OF COMMON WALL S. F. CALCUI OPTION P BASE UNFIN15HED 55MT, 361 SF FINISHED BSmT. 52 BF FIRST FLOOR 911 5F SECOND FLOOR 914 5F GARAGE 420 S TOTAL FIN15HED 15316 S «: a v s i:'. ;c `.: G �- � .:: x •'w2 -.'e x. fl : c: ' -A'+ 5 ! 1/2' C PARTIAL LOWER LEVEL PLAN 03 AT FINISHED BEDROOM, DEN OPTION BGALE: 114" = 1' -0" (]12x6 3m6ly1ENTRY JACK. 00 W/ -1. 3' -I" 5 I/2" 5' -4 3/4" 5•.6" 5 I/3° B' -I" V 2x6 3mb8 ENTRY AIX8 OOR W/ 3m g SIDE gD,i I NAIL9 EA PACE Y I#9u AIR MINCE O PLACED ON . IDE 'B L - DOOR (], 2x6 JACKS — WH (21 l m'TTWEE GARAGE S, DROP NTAKE R" R 6 ( ONC (411 3/4° x 18" LVL BM. ASV. W, 5) BTlIDB P LD. TRUSSES 1 1 > o b 0 1 1 a.b LEDGER uv 1.1 16E NdILB . W' OG B g ROOF FDO I ' v OREBIL. o 4x4 FRT. F T W/ �:1 ASV. • OG g yy>J ^Ybb BH. /RD - -- -_ M - - -- —T psi 3, BNDO U FR. LM O I 0 ` a1 JAIXB (U 2.u. 3' L. J HEADER FOR r]nxb Br'I I, 13 u MPBON HJC]b -] 4' -9° 3 -0 1/7 ELECTRICAL PANEL - - - - - -- BEDROOM IEN 2. STUD CONC. BLAB 518" TTPE 'X" m Q 11111.4 JA, AT ROOF WALL ABV PARTIAL LOWER LEVEL PLAN 03 AT FINISHED BEDROOM, DEN OPTION BGALE: 114" = 1' -0" (]12x6 3m6ly1ENTRY JACK. 00 W/ -1. I 1x4 8TI1DB (RILL M HT.) VV (4)164 24'_2" ABDVE V 2x6 3mb8 ENTRY AIX8 OOR W/ 3m SIDE gD,i I NAIL9 EA PACE Y IDE SOM I6' -1 I12" I' -8111° DOOR (], 2x6 JACKS 3 111" OOR BV (21 tl 6 ( (411 3/4° x 18" LVL BM. ASV. W, 1 1 > o b 0 1 1 a.b LEDGER uv 1.1 16E NdILB . W' OG B g ROOF BE5 v B 4x4 FRT. F T W/ �:1 ASV. • OG 4x{ F L - -- BPI�nP AABE4a L - - -- —T psi 3, BNDO U FR. LM O I 0 ` °. FB BNEET A46 PO GARAGE PORTAL FRAME DETAIL - (U 2.u. 3' L. J HEADER FOR 0 0 g ELECTRICAL PANEL W/ 2x6 T / B R:B. PORCH 1,451,1,13;E 2. STUD CONC. BLAB 518" TTPE 'X" m Q 11111.4 JA, AT ROOF WALL ABV REAR F wL WALL IIr1" 2' -3 I/2 2' -3 i/2 5 V2" tl2TEv FOR PORCH 511!1" V -3 1/2 2' -3 " 5 1/1" DETAILS, SEE SHEETS A43J r '4-. �FC2 ELEVATION 'C' ELEVATION 'A' AND 'B' ® PLAN DETAIL AT ENTRY CANOPY dLE. 114' " I' -0•' 14 01 STANDARD LOWER LEVEL PLAN SCALE: 114' • 1' -0" U 6 'a d9F Q e . _ 6 0 0 v q�E afav_ o� co e s z Z Q O u- LL ALL Ip �a " LL N a� �i 24'_2" ABDVE 24' -O 3/4" ' -2 3/4" I6' -1 I12" I' -8111° 3 111" 23' -3 1/4' (411 3/4° x 18" LVL BM. ASV. W, K5J ]xB JACKS EA END 0 B W' x T' ON. DCCFi W I � 3, BNDO U FR. LM O I 0 ` °. FB BNEET A46 PO GARAGE PORTAL FRAME DETAIL - (U 2.u. 3' L. J HEADER FOR 0 0 g ELECTRICAL PANEL 1,451,1,13;E 2. STUD CONC. BLAB 518" TTPE 'X" m Q REAR F wL 0111. ISO WALL9 w CEILNG. Z �FC2 MCEI1Ne'�°LATION �-- Is° lu X n" H DROPPED 60TFIT vi 3.71" 51/2" 5'- 43/4.. 5' 6" 51/1' S•_1.• FR IR MTAKE d).TD FT. LD. 0 IS 'LA EI ON 6TAI a i IB - O CM TFIE DROP II ARACiE BI RAKE I]' ! LR. ' UT1u I " TDD MIN O It 141 CANT. FLR I � Iff81 IENi I BOX TRIlBBE9 W016 -z CON C. FI <lnxb eM 3>JACK01 '@ R arrsoN wcxB -a (a)BTlDO rr. LD. a � - - -- �° UNFINISHED -STD. - CCNCtffTE E � I - BIND Bn. ASV. Doow 3--v- 3' -I" K TRANSOM (Fl1LL WIDTH OF ENTRY I 0 R j� 5 I/2" ± dNCMOTED TO (]) ]x4 STUD! �J (p�L -) UV r4)16P1 NAIL. EA. s tj 1 112x6 3� ENTRY PAOE I LL ADD VI" 6YP. BD. TO HALF WALL 9OEg W/� I (1)1x6 (3J BTUDe M. LD. All JAGCB 3 (al axB (P L� B S - - - I 0 5036.LIDER (8)STUDS I PRE- m T ELEV. C' ONLY LD. eTONE VENEER 9TIlD9 AT ! ' E 3x6 LEDGER BLOCK ANCHORED T PACE OF BOND BEAM TO EL ELEV. 'C' ONLY L — — — — PORCH BOX BEAM, NOTCH EO BON 0, OF BOX BEAM ACCORDMGLY TO 91T LEDGER BLOCK AND TOE NAIL. tlOSE: —.v mS / THB SHEET FOR ENTRY CANOPY DETAIL B 12" 16' -4 1/4" 6" 5 1/1" 6' 114" 24' -0 3/4" 01 STANDARD LOWER LEVEL PLAN SCALE: 114' • 1' -0" U 6 'a d9F Q e . _ 6 0 0 v q�E afav_ o� co e s z Z Q O u- LL ALL Ip �a " LL N a� �i S F CALCULATIONS OfD N BASE I OPTION LNr N E i 35^^7, \ 5 ED 3 51T RS OCR 361 5F 43 SF 52 SF 365 sF 971 SF 990 Sr W/ BAY SECOND FLOOR 914 SF 933 SF W/ BAY GARAGE 493 5F 493 SF TOTAL FINISHED 1937 SF 2288 5F i6" OPEN SPACE IPUn wr �� N FRAMING FOR e O VENT DI T ' +L M LN _- 5068 B PA55 _ LIVEy 5¢68 B -PASS _ N FITS Rp _ =0" � oenare o,slaaPa OPTIONAL n �EGT v NT FIREPLACE FRAME BOX -- - mLCVS - - - - -- HALL BATH HALL BATH O TO CEILING -- RE51L. .Pd';� s�r� O 6 �r *ti a #� IL_1E_A 9 CG A Lv61 - /s4 � 6 __I/3- I Fo - rE O vDvDs3 a 6 b m 3 0 PLA ELEVATION -" SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION " FIREPLACE . a O O VDvDs3 a 6 R6 _m O 51 `ir 5 51/2" a 0 2 5 aY . L r - m m : 1/q DEC 6 3/4" ____ - _ *_ 24 -03/4_ - m M. BATH 5 2 8 6065 vFG u'r fb' 17 TIROw L NE ABV. 0 3 5 C l A _ 24 0 3/4 4 ' F %ED GLA55 TRANSC'1 ABV SE BI.EET 4a.3J 50 ___ 3 v2" - _11 7 3/4^ X = M. BATH �^ _ u, /4 >// - BOX BM PORC x0 -� - - / 4 " _2 I 6 •' C R �0 RESIL, B' CLG. W 1�0 tl y O (]) 3060 MILLED -I 3050 -t -L NT o — 0 x 9 121 :31 JA.^-K6 EA. END = u]a96 `0 (]1 Jn�ICS- P� 0 U 0 E LB.-/ FX514 13 --` ID CK 3 -11 3/4 I T o " 51YP5ON u1e- . Quy e _ Q 19 0 ROOM P NTTLE . EDP -. _ mm ' ill_ BEDROOM 2 m uP cRDEOC` - m l MAST 5 =�,: "`�� 3 6 BE2R00 - ,< IY c'A b 5 r" 0fl- pOmolm olm M = CARPET RaL EDecKI = R BEDROOM e MAST - -R_ M ry DETAIL EEi N . - I _ CA-5T AR T _ s' 111 ,m qI ((�-�,, r ST- ANDAND BATH OPT. _ CIT ___ RE54 a m m Q; BEDROOM •3 - I• ® scALE' vaANS LEN m m fl I D q I - FLUSH BATHROOM PL ,1 -m" t m I ml� m 9 L PPASS 5 el ✓� m ry ALL WOOD CAP "i 3' PEPR 6839 O p - -_.ae 1/4" " 4'_8" " 5¢6 BI -PA59 LF ul >!' �a 5R'PSON N4 � :Dw • � o � ^� m C rU su. 1 RD. -`,r (_ �____ _ _______U 02 > a /\ n W.I.C. . v5Bb0 I I I f 1 ul�F wa ,I ii ox incc'e 5 I /2" HALL C O " ` L JC �,6 _ �pBPo u. 4TH acK BAY _ - -- L BATH 6 3/4 \�In _ - ��n PO eo:rotoc eEdn FLDOR I-- 3' -I 5' 4 1/2 T'� rE51L. _ wALL - _�M ' � WA/ WsLE uD _ R- D . ra e I er]1 z.B B(. (B_uOD_n5L) D DJ Y .tB DoKif 4 r FoL`R ^ F LU_S U W � 03rR1R1D55 E R ' IS I^j l� m I•_0" - � IT,a) .D_ a 5 - n 2- WJ ¢ 5 5 � /4opAT . vLTCqP a .L . i 1/2 . 4'-0` Ir ] T"x U B 6 0 B D W -6' ' m ca R) 9 U v BA L DN FR4 E 5TLD6 W.I G. O lz OC AT VAULT OPT. I ]' Ful MASER BEDROOM & �, swALL LY ro J 0 C B CLG. �ATCCE56 - LLO' S CARPET I rnOND n ASITTING AREA r VAULT CLG. cam'% RJ65 1 I ¢ O I TB C \ I N CARPE uALF -W4 W/ FLOOR - LL R P M BATFT O ,U m a I JACK]= oG E5� ``��1 m LID. CAP L U y CLGLOPi• BALLOON PRATE STUDS d 8� u imp CC N 7 VAULT, A l D.5 WALL ONLL Yei r 1 n e _ W� (]) JACK6 _ .END O - 4 IBA LCON - (])305¢ R I (])3050 Y. LED 7_2., .0 m a jl�j .fi.Ec 7 RCOM o o I - MASrER BEDROOM o 11 � I -r- wALL —Y AT ELEV,./ L_ T / IT I = CARPET ONLY L _ _ _ _ _ _ _ m ^D D VAULT cryG OPT) �r s TT�a�] <o <6E6 MAST_ a J W z u $ a f a G AREA-- ��- - -___- m _ PGIROERTRUSB Ip.�j qy�1 H OPTION <t BALLOON FRA11E 6TUD5 a VALLEY 6Et TRU55 �m I - 4{ lll ('(fly,- ER BAT - ' 1 ¢ z O l `I`GGNN" ""idlf �yx ��O�VER�FR�AYING 1 CD, AT VAULT OPT / lu (\ • ]4 C � YN O ✓R. -UI/ ' �� _ J - T 9 WALL ONLY ! ELEV. ONLY, N, EA. E D D LL 1) 314' 4 9 /a Lvt uLVa v O —� 4 W (]1 JACKS EA END MA51 a JQOCI'1 Q / I i , -h-�F ELEV. c R L LL 1 `Ir- yl mcvo vauLr uv. cPrl S '`� - 0 MILLED - - 3050 MLLED x0 / I ITTCaG�Q oc: ° Z O SEVTU¢5rr (]J 3¢ I Y T�_2•� ¢I 9pNe EL v 6 GNLT TE11EV- _ NEER UD 4 ,clim'cle rlew y T 6' -I 3/4" 7•- I6' -4 I/4" 11 •. b 54' 6I/8" _- - II' -1 5/5 "1I /4' -_- ws.s:sses L-1 A w _ UP N �Q 24-0 -3/4" � I' /d �,- 24'- 03/4" 11 9 - j .4'm'/ -._- 24•_2" Bie e:m l.�.FV - nlmm uw N d. - -- — ELEVATION 'C' ONLY U. _oi FIRST FLOOR PLAN SECOND FLOOR PLAN PARTIAL SECOND FLOOR PLAN co I 1 woGE E I _ _ - calrosrtlaN ___ /'` ___ ___ _ _ I I RR cer.Aa:..+� won.A mul RR G L eNMGLEe, M� G L J J oer.n 1 9EE w DETAL J d L J L ________ --------- ________- ___________I VW LW = C.(L C {L = C {L C {L i C(L G(L �6 PITI- M. �e `:IR BAR 4 B:iR 8:12 _ M v ]Fe FLR IeuweR SIR W� / /�� i$� eelaER tiIIE\ // i�I vr,aElel�nc� // II \V/ \V/ �1 X31 4 Nw 3 9C0 6M{ 6 �- - ttP. • = I -".' I i I ,";'~� �� i I ',.'� -11W fliE 1£iNIDMII I IELEV. R •D d -0 ^ 4' -0' n BEE�i } /I��IT. 4 0 0' >E /�DI / _ YR¢ER _ti� _ r � u I GRADE'! - 8:12 812 -k 8:12 r 8:12 T/ FTG. '� - y ___________ __ ___ ___y___ L L___- __n_ ___k _, ____ ______________ _____ rt___ ___ ________________ _ __ __, -L___ ____J B:IR jB:iR L___ ___� L8 L�.IR_ _ o REAR ELEVATION 1 _ 'n 8 =1R SLOPED 50FFIi o 6 ROOF PLAN •A' & 'B" ROOF PLAN •C• ROOF PLAN "D• BI BEYCND SIDE ELEV. AT HkBrY�CND ITAL SOFFIT CC4E: I /e' • r - ®° 6r -dLE. ve' . r -o' O H 6�ALE: Im° • FRONT PORCH ROOF EXTERIOR TRIM KEY Q 9 0 2 -STORY BOX -BAY I b' WNDOY &L 'BIRD -BOX• GdmdGE brER+Aree, Le, GdeLS RA:cE, FA A 4" FACE TRIM STACKED TRIM DETAIL ° ON TOP OF g" FACE TRIM 11 -STORY SIMILARI YL "REa.IQnaa+e 6" FACE TRIM Ir�'�"°'E "'°°`q ry TRIM DETAIL NATEwAL GN tRIN •ET ® G X' TRIM FLL151 -I LOQdnmN a ndteRw. ecdLE. LJ/ WALL SURFACE I]' RIDGE VEWT IJ' RIDGE VENT I]' wDGe VENT I Q' RIDGE VENT 1 — IT eNE•GLE6, T11 ¢/L C�L CIL CIL CIL CIL CJL - �G°F1P°elTlci's""s.LEe•trP.�' � —CLEW lltbN 6HRGLE6, T'P � —DghP061TION 6NINGLEe, iTP. �� 6:13 PITDN -�� G/4 9KnmxI 4 _64 PITCN� 4C�ilm] %—T NNYL &+AKE W/ DPAOI! BACXING, _ 12 I Q 91DMG. M. `b:l] PITCM \ OR PRDY,DE DdRC 9 6 yII.1TL g11AKE 1 9� 06 PITCN � TNT LA% 91DIIYi, M. R }Tp, HORZONTAL v WMDdw GRID9 NOwZ(MIAL 11'P, HORIZONTAL R LLRIDOIU GRIDS 3 ° HORIZONTAL R WMDdII GRID6 3 dDMG, TT P. A0 BNOWV, TYP. UNDM GRIDS 61DMG. TTP. 61DMG, M. es 6NtTW, M. 61DING, TIT. AS SHOLIK Im Iv I 3 -i1- -L R IR 05 t/ FLd1E _ 1-111m I; -I t/ PLATE Ilf - I4" JOINE BOARD -N BBOARD -N BOARD -Nr - _ i17 BATTBJ @ � �iTEN - E Q BATTEN 3 - __ 018H1 TER6, - TTERS. -- fWTIERe, _ - _ ttP. - - �, TTP. _ - - ,R A R 'R 111 � ]M FLR� an wTny_ I — 7711L II • 0 IIII1� 1 I.��li1e. EE� 111111 �iinil I � ili, U 0 Q V m q 61� n n U o a o _xg W ca ! i cn y ;3 RE�� - � . /. SEE r: µ© ,�l► I 1 I'I INNER. y111111 © �I I 1 .�� t.11llll;��, 4 11111 IS L.. . . pit 111 � �..�.,� 1 NJ FRIED - - / FA4 4°P.EO ONE 6 L pIE LdP / UeliIlECm�4ER D m � STONE VQJEER LOCArbN WdM T CALItN DEtAiL I3 Ilr / e }q.lE 8 LL P 8111 gZ i FRONT ELEV. •A• _ J SCALE: U 0 Q V m q 61� n n U o a o _xg W ca ! i cn y ;3 RE�� - � . /. SEE r: µ© ,�l► I 1 I'I INNER. y111111 © �I I 1 .�� t.11llll;��, 4 11111 IS L.. . . pit 111 � �..�.,� 1 NJ FRIED - - / FA4 4°P.EO ONE 6 L pIE LdP / UeliIlECm�4ER W .sNr. FLIE�I HCtRi R4 W L�3me tk %Gp WALL'W/�l !LAYER 6/6L d TP �- F4C£ df'PL ED 6TONE 61LL UPI - / - FC! MTLRD _ % Si;> " + BBMt.R WdAkcOt ' k. ! o / ` s _ .- _ - u04R Rd L tUmf F E dPPLf ED �- _. %Tp wdLL pi) LdYER 6/D' 6tLNE SILL C- / I �MTED W4LL 3M 6TA tWb Lde R 6 TYPE %GYP we Y / Ed SOE - WALL RILY 8111 gZ M a g O � FRONT ELEV. 'B• i -- JI / FRONT ELEV. •C• i ® FRONT ELEV. •D• 1 -- / O 3 } °a = m *. IWy __ BOAI.E: 3M•.I 0 L - Z_J V ECdLE: 3A6'.I 0• L- _ � JJ SCALE GENERAL PLAN NOTES. I. ALL INTERIOR WALL5 ARE 3 -12" UNLESS NOTED OTHERUI5E. ALL INTERIOR WALLS TO HAVE la" GYPSUM BOARD, ALL CEILINGS TO HAVE 5/6" FIRECODE GYPSUM BOARD. ALL ANGLED WALLS ARE 46 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALL& ARE 6' UNLE58 NOTED OTHERVISE. 3. COMMON WALL MUST ALWAYS HAVE 5/e" TYPE 'X" GYPSUM BOARD CN BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W2- STUDS a 16" OC. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARN'G WALLS (51HOWN 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 (V 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 5Y61EM BELOW. 1. ALL BATHROOM FANS TO BE VENTED To EXTERIOR S. ALL CLOSETS HAVE (U ROD AND (I) SHELF UNLESS NOTED OTHERWISE. MS 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 PAF'ERHOLDERS MOUNTED 24" AFF. 12. ZIP STRIP ALL CONTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. 13. ALL WOOD IN CONTAGT WITH CONCRETE TO BE PRESSURE TREATED WOOD. PLAN NOTES KEY. I. WALLS CONTAIN POLY. ROCK, AND INN 2. HATCHED AREA INDICATES EXTENT OF MECHANICAL DUCT WORK 3. 2X6 STUD KNEE WALL W/ PRE55URE 7 FOUNDATION WALL. .4 ONE LAYER OF GYPSUM BOARD. 5. STAIR HEADER EXTENDS ACROSS ENM FACE OF COMMON WALL ��ReNT� �xeoL S. F. CALCULI OPTION M BASE UNFINISHED BSMT. 36I SF FINISHED ESMT. 51 6F FIRST FLOOR 960 SF SECOND FLOOR 903 °..F GARAGE 4816E TOTAL FINISHED 1914 Sr I P I� I __ f ___________ __ ®A BATHROI 4 SCALE: LA 3TO ( .. d ylp I EA. FACE DOOR pV, xb JAOCP 14 > o o IV 2x4 JACKS, r 6 txi LEDGER WI (: 1sd RAILS • la: D 4.4 FRT. POBT U L — — — POEM TGOpN AABE4 4 - -- 1212. —.0 IOU 2xb T NBR: ,(2)2 4 JACKS WALL 5112" 2' -3 I2 V -3 12 5 12' tl FGR F DETAILS, SE 5' -b" A43N I A45 ELEVATION 'C' ELEVATION 'A' AND 'B' 0 PLAN DETAIL AT ENTRY CANOPY PARTIAL LOWER LEVEL PLAN 0 3 AT FINISHED BEDROOM, DEN OPTION SCALE: i/4° . I' -0" GL S I " 5' -4 3/4" 5' -6" 5 12° e' -0 I14" - ------- E - -� 11 r 1. AIR ON WAKE IRE5 IS PLACED ON 8TA ST IDE 19 1 23' -912" ' WH O 'WASH LE A'ARAfil E 6 DIROP INTAKE 12 R 312° 1 uTILI RE6 s>s os R. D. B j BOX k4)1 3/4' 118" LVL 13M ASV. Wr b H.I IKTIE e _ r p ��iWK mMIN � O DOOR REeIL. i I I - s 81 HUCi6 -2 ca c. Rim A Ia C C /61LIENTb / 8H /® y Wit3 prep 26 -2 _ d _ ry U' IXp GARAGE PORTAL T (U 2nD: _n_6 5MP30N HUC264 q 5EDR0 CARPET 4' -B Im'. I FRAHE MAIL HEADE N �mLLrc - -- --- d GARAGE rAEa PARTIAL LOWER LEVEL PLAN 0 3 AT FINISHED BEDROOM, DEN OPTION SCALE: i/4° . I' -0" GL I- ;0- - - ------- E - -� 11 r 24' -0" ABOVE 1114" 1 23' -912" ' -2 3/4" 'WASH 161-11 312° 1 23' -212" RE6 B j BOX k4)1 3/4' 118" LVL 13M ASV. Wr F'5) 2x0 JACKS EA END N p 16' n 1' ON. DOOR 81 HUCi6 -2 ca c. I � W e a °gypp y Wit3 prep 6�EE NJtHitt F01 BM f3J L F?. O. LO, U' GARAGE PORTAL T (U 2nD: Ozd6 I FRAHE MAIL HEADE �mLLrc GARAGE rAEa 1xe etUD WALL ¢�iQ 4' GONG. BLAB 5/6' T PE' %" GG— 0 Q _ TTP. AT RE4R �,IjLL m�9�9' I CONCRETE y , AT Avo ceILMG. �U T �2 ,? MCEILMGLATIGN wC� 9 IZym 3' -I" 3 (2) 2x10 BOND SM. ASV. DOOR/ iRAN6Gi1 GULL WIDTH OF FJNTRT) O ANCHORED 10 (2) 214 6TUO6 (NLL HTJW/ (4) Ibd NAIL. EA (�> 2x6 Dcs 306 ILL FACE L- -___ IIS"WX —" - -J C BIDDER w 301 1 "H I U^OM AB\ J i (2) IxB HDR DROPPEq D 60FFI1 - 0 AZZ O 12" GLIDER Eza 5' -4 3/4" 5' 6" 5 I2" 8' -0 114:: 1/4" 12" N 0 0 �« U u�aS�gg�E S " , tl 5.9.(-U9F_ y 3 J J 11 Z N N t 1 r HAVz— 'WASH RE6 B j BOX �I p 81 HUCi6 -2 ca c. R �_____� 2)JACK6 prep BM MPSON O m a - - -- I UNFINISHED -STD. _ I CONCRETE y Y 3' -I" 3 (2) 2x10 BOND SM. ASV. DOOR/ iRAN6Gi1 GULL WIDTH OF FJNTRT) O ANCHORED 10 (2) 214 6TUO6 (NLL HTJW/ (4) Ibd NAIL. EA (�> 2x6 Dcs 306 ILL FACE TO HALF WALL C BIDDER w 301 I JACI4 I U^OM AB\ J i (2) IxB HDR (3) STUDS PT. LD. - 0 AZZ O 5036 GLIDER DTME VENEER C G IA LEDGER BLOCK TO PF PACE OF BOND BEAM TO b) i0 FIT. LID. BOX BEAM. NOTCH O TOM OF BORLH T BOX BEAM ACCORDI TOE AI LEDGER BLOOC AND TOE NAIL IT ON NOiE, 66E• DET.08 / THIS SHEET FOR ENTRY GMIOPY DET41L 1/4" II' -1 I2" V -5 3/4" 23-9 1/2" I/4" 24' -0' l STANDARD LOWER LEVEL PLAN '�Cd°f`' �� SCALE: 114" = I' -0" N 0 0 �« U u�aS�gg�E S " , tl 5.9.(-U9F_ y 3 J J 11 Z N N t fe NLARGGD DECK OPT. 24 -0 S'-O 3/4" -8 3/ OPTION -0 8.0' 5'-6 1/2" PIN151LED BSI-.T 1/2 23-e 112'' 5 1/4" S60 5f= 91�, SF W1 BAT TO S; -�03 S; ------ �1�' 4181 SO 4 481 6F TOTAL FINISHED IT AS, 3 1- 12' Ox PO 9-1. PaZ; SWEET AJ43J� A- EA IF- IDECK a'4 314'-/ LIVING -cam I W E-IL EET 'k BEDROOM -2 4 srpRocm OA-T T TGLLrN Lt-N S T T HALF 3" • PEPR 1 2 -4" -8 12' 11 A A "X 2 L SO- 14H PALL TL4 SA f O-o. 5 '2 -1 LJALL.i,, 0-0 CEIL- T HIS AREA TO 801- HALL vDD36 W/AWD - DAP 13) 5 0 0 14' T V BIT BOTTOM FL- W BOTTOM OP FLR TlnjS) 5 41/2 4 r])JACle6 00 DINING L M. BATH q, S, i T `7 I 14) �N I 6- P'- 112, 11\7 3 1 -1 112" '-IASTER BEDROOM CARPET -0-VAULT C-6. OPT) SITTING AREA E- OG--T A m d BI BALIOON I-E BALLOON E ST- AT 12 0. AT -1-1 -1 -TL'. - -11 /2" A N 6'- 51/2" 16, 31/2 2.. H.R il 5'-3 3/4" 3/4" "L 14"� 23 1 1/4' _ e 1 114'' 24'-0" FIRST FLOOR PLAN A (1) "AOK9 EA. -D R -ER 2- L- 12) ... FULLED) LRAT lLlL_LlfL'L')U-, I H 2X4 WA L� 3 -'0" S/9' TYPE X 5' EA I E . THIC, WALL 1, 5 l,'2 4' -31/4' -a- 1" PARTIAL FIRST FLOOR PUN B, C, t D 0 25CALE: ." . 1' -0 23'-9 1/2" 1 114" S'-O 3/4" -8 3/ OPTION 31/2" 11 7 3 1 PIN151LED BSI-.T �'j 6F 35j 5F FIRST FLOOR S60 5f= 91�, SF W1 BAT SECOND S; -�03 S; ve 5F Lu/ BAY GARAGE 4181 SO 4 481 6F TOTAL FINISHED 1'314 SP — 2250 &F BEDROOM -2 srpRocm OA-T 9' -3 1/2 1 2 -4" -8 12' 11 LLODD CAP SO- 14H PALL TL4 SA HALL vDD36 0 0 14' T 5 41/2 L M. BATH q, S, AT VA,L_T OPT ---- 14) �N I 6- P'- 112, 11\7 Ic '-IASTER BEDROOM CARPET -0-VAULT C-6. OPT) SITTING AREA OG--T A m d BI BALIOON I-E BALLOON E ST- AT 12 0. AT -1-1 -1 -TL'. - -11 AT 2- AT -T OPT. -THIS WALL ONLY 2.. H.R -1314' 114- 12) IA- - END MULLED 22 -10 4'-6" 10' -9 1/4" 8' -5 3/4' 23' -9 VT 1 1/4' 24 -0" SECOND FLOOR PLAN A, B, & C 03-5OALr 114' 1' -0" . I 5.1 — \ I -- -AMI 0 A� Q IA- EA -1 T-S 06 HOUR .ABLE END 4 D, 0 Q RA E �2M 4 STUD (WALL W1 4 1 314" 3-10, LAYER 51 EA SIDE, 7 YPE > 115 UAL II 1114" 1 W-2 '1" 11'.5, 3/4' -5' 4 -7 B/4' �2�1 5 1/2 23 -e 1/2, 11, 21 -0" PARTIAL SECOND FLOOR PLAN D' SCALE:---114' . 1' -0 SENT THROUGH NO FLOOR OlA5E- AND .0 OPTIONAL FIREPLACE FRAME OX TO CEILING PLAN S. F. CALCULATIONS OPTION - BASE OPTION UNFINISHED 15511T. 61 5� US S; PIN151LED BSI-.T �'j 6F 35j 5F FIRST FLOOR S60 5f= 91�, SF W1 BAT SECOND S; -�03 S; ve 5F Lu/ BAY GARAGE 4181 SO 4 481 6F TOTAL FINISHED 1'314 SP — 2250 &F E F. —4'77-H I ELEVAT SHELF ONLY OPTION SHELF/ FULL SURROUND OPTION FIREPLACE OPTION 0305. PBS Buse GYP En �i -E OPT c ISLAND Ii B KITCHEN ELEVATIONS OTCALE: — m I' -0" g._0.. 0 0 Li '-0 MASTER BrzpRQct-*-I CARPET MASTER BATH OPTION 0 T 6 n ca uw 0- 6 (y LL N] ,I, _ 6 z am ca I � i.�ISI. {I14Pl1JlI I' ��liiili . 0 I `:12 8y7 v � I \ / o 12' IL v � �k 4 - - O E .� A1lD FLTiO GlE1D1 I:) tlRdiFp RWD dPdd DE OPT TI DEw I �� 4 -0'I NQE Cf CQYYN YYL- 4' 0" 4 -0 BOE Lf C^lM1Rl IIVL 4' 0° �B 2 BEE: 91DMG // \ 4.51 ' C -.. - 4 �T /PL - 14• -0'' � -61DER CRTYSitlWL� 14 0'I °MeER�eE rrl� \\ 9ryap "FE� \\ I I 91DMG, 4 �TEBM. FLR `V L FIRE BEPdRATId 6 I 411: O AB�JdCENT OVERHANG V L ADDRESS GRADE O� _ k IT BPA�9 -BEE � I ' � `:12 r B:3 I r 1 LOCATION ANp JAYBB 1 1 11-- - 1._.._ ________________._________ C3A- --- �___n___ni --- r ____nr_ _ �.y,. Ln __n____ ________ ____ ___ ___ 1A E 3 *r �rrr ___ _ _ 1 n I L slrnexlm ®� REAR ELEVATION 6C4E, IW W. I' ., EQx -BAT lt'6' EEVdtId OLT SLOPED SOFFIT ROOF PLAN 'A' & 'B' ROOF PLAN 'C' ROOF /PLAN 'D• SIDE ELEV. AT BEYgJD 7 Q NORIZON'TlL SOFFIT 06 B R. v0• . 1• -g' 0 ( xLLE: ve• . I' -m• ®8 __: Ire' . I'_m• (BEYOND FRONT PORCH ROOF SIDE ELEV. AT EXTERIOR TRIM KEY O 9 1 O 2 -STORY BOX -BAY I j 'BIRD -BOX' GARAGE 6.ER UFBB, Wancu BILLS. Gd°LE Rd1G;, Fnecu 4" FACE TRIM STACKED 3 oN roP of b^ FACE TwM 11 -STORY SIMILARI TRIM DETAIL vMYL FRem. RB2u1m° y nm 6" FAGE TRIM SHAKE s1DnG 1 A TRIM DETAIL L -BOX' TRIM FLUSH LCOdnONQMATERILL ( SCALE: N' I' -m" W/ WALL SURFACE Q' RIDGE VEN D. RIDGE VENT Q' RIDGE v r I]' RIDGE VENT � -- CcHPOE1TIaJ 6HINGLEO, TYP. —/ C fL CIL CIL G�L C�L BRACKET CIL CIL COMP°aTIaN BNING EB, m. y �— CCYIPOBITIW 6NMGLEB, TTP. �� f/..�1POBITION eHMG.EB, rTP. �� `6:1] PITGH -�� \ G� 7m `6:1] PITCN� ]'FIXED W1,DLW V I BIIAKE I \ W/ OPAGLE BACKMG, , 12 1� LKr ux ET 61., NG, TYP. `b.12 PITCH ` °:Q PI � TOINRTEP �DdRK 9 B� VMTL BN61a= I B m6 91DMG, TYP. g 2 p HCflIZCNtAL WNDOW GRIDS .10M JiLL M, BIDMG, TT'P. A8 BIbYM, Tl'P. WIND WI GRIDS 81DMG, TTP RING77I' 7 -� BLIOLLN, Trol''P. BDMG, tTP. 2 A6 uJCUM. M°. 3 3 2 1 da &dg1N, rYP. 3 B 13 \ 05 1/ PLATE T/ PLATE T/ PLATE W OL MDR '� W OW MDR � MDR ED EE _ - .N. OdRD.N- t30dM -N-F— — B COARDEN �T2N - e BATRN @� p BATTEN 3 m 4 4 4 LR HE T1 T / - T/ PL e B.3 PITCH�� a 8:Q PITCH�� PLATE , l -B �2' W 2 CD°EE.BTdiL" . . 2 BEBEE. BEE OI B:Q PITGA� 03 • 1� 2 03 —M- 4 - ARIL 4 pWETALL - • DETAIL 30 AR,E 4 4. dpORE50 _. 3 ADDI@GS ED E0 3 ADDR Y LCCATfpJ - E3 _ e T III + �RRt� 1 I III e b M1l cDLWx+ I jT� I I /r�1 3 tR.'m 3 Iw.mri F�/ GRADE Q _ — GRADE u - I FdCE dppppLLIIE 1----- 6TONEAP laR W4M6cor - -.___ _� — 'e BeMf. FLR O /Ff —I I 61F/J T u '" FdCE dPFI � ' v B6M.FLR FTG. I FACE dPPL (DJ 1 6tGlE 61LLI CdP R6T£D�LL� I 6TOVE 61LL CAP I / ET�CEA'� } G� 61D'E 61LLCdP / � �� R I I I I / B4YL0! ®ABIDE. - WALL 4LLY � �� / WNSOGT <3E /� FRONT ELEV. 'A' 1 i/� FRONT ELEV. W / FRONT ELEV. 'C' oY—E: L -- tJ 366'. I' -m' L_ -_____ —/ 9CdLE: 3A6'.I' -m° L- - - - - -- _AS _ / 3/16". I'_m" 0 a Q8�_rn OSE og 3qo$ gS�mq�q;o a �€ W Qi J J_ N n �I�e� �EEREI�EIE I � ©�i 1 � � rniu in • GENERAL PLAN NOTE& I. ALL NTERIOR WALLS ARE 3 -1//" UNLE55 NOTED OTHERWISE. ALL INTERIOR WALLS TO HAVE I/1" GYPSUM BOARD, ALL CEILINGS TO NAVE 5/8` FIRECODE GYPSUM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6- WLE55 NOTED OTHERWISE, 3. CIOMMON WALL MUST ALWAYS NAVE 5/8" TYPE "X' GYP6U'I BOARD ON BOTH SIDES OF ENTIRE WALL. 4. SHADED WALLS INDICATE INTERIOR BEARING WALLS W/1X6 STUDS . 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 (1) 7X6 JACK STUD EACH END WLE55 NOTED OTHERWISE. 6. ALL POINT LOAD SUPPORTS (JAOC STUDS) TO BE CARRIED THRDJGW EACH ROOK LEVEL AND NAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. 1. AL 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 AND TOILET PAPERHOLDERS MOUNTED 24^ AFF. 12. ZIP 9 M ALL CONTROL JOINTS IN CONCRETE SLAB, AS RECUIRED. 13. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED WOOD. PLAN NOTES KEY] I, WALLS CONTAIN POLY. ROCK, AND INSULATION 7, HATCHED AREA INDICATES EXTENT OF 12" CE ILN6 DROP FOR MECHANICAL DUCT WI 3. 2X6 STUD KNEE WALL W/ PRESSURE TREATED PLATE, ON 3' H. FOLK ATION WALL. 4. ONE LAYER OF GYPSUM BOARD. 5. STAIR HEADER EXTENDS ACROSS ENTIRE STUD WALL TO INSIDE FACE OF COMMON WALL. S. F. CALCULATIONS OPTION 6 BA6E I OPTION UNFINISHED BSMT. 244 Sr 41 SF FINISHED BSMT. 65 SF 281 SF FIRST FLOOR 835 5F 850 SF W/ BAY SECOND FLOOR 1158F 190 SF W/ BAY GARAGE 458 SF 458 57 TOTAL FINISHED 1615 SF M21 SF r -- G L DECK ABOVE 2 22' 0" C L L 11/4" 1 121' -9111" 1 1114" l lb'-[ I12" 21' -2 1/1' 3 3 112" (4)1344' x 18' LVL SM. ABV. W/ 3� ( (5J 2xg J 9 E4 END- _ -` - s w rc 5EDR1JOM/DEN -.1UO w L AT I ____m 9 w 9 I CARPET 9 0 E� IORJ TOOFFSET nLLaw FDR R -IB `� v W (3)2x10 BOND BM, ASV. II NStiAtK)N DOOR/ TRANSOM (FU-L 5 /2" WIDTH OF ENTRY) b ANCHORED TO 12) 2.4 IR" GYP BD 6TLb5 E WTI YY (4) p y ON ]x4 rURRBG, W/ p (2) 2x6 Ibd NAILS 1L0 EA FACE d WOOD CAP. BEE JACKS ENTRY (2J BTUDB CC DETAIL: C GAR T W/ A L B S R. 11) ]xB H R B W xx (])JACKS I n❑ I JACKS I �mE1Kua Pt. LDS PRE- AST 2z6 LEDGER BLOCK LNC D TO STONE f ��II--(��T?T OF BOND r0 6 TORT VENEER PORCH BOX BEAM An. NOTCU On OF BOX ER ACCO W TM OBIT QJ BOX BA LEDGER BLOCK ANp TOE 1 nIL. ADV. AT ELE Nomr BEE DET, OS / 19 TF 14' -3 i/Z "31/1" s 3' -8 i/4" 10' -8 1 /4" cANGPr DETAIL �, 5, 11/4" ZI' -9 irz" I I/4" 1- 22,_0,: PARTIAL LOWER LEVEL PLAN 5 W 03 AT FINISHED BEDROOM, DEN OPTION SCALE: I14" = I' -0" 6' -5 3/4" 2' -1" 8' -6 1/1' FRE6H AIR ED NTAKE = s PLAC R1 STdIR BID � OF FUTd) AND ITS VENT IS N THE GARAGE DROP MidKE 12" CroFLR �}:::::j2- :-'•-" zY)'.." '.`:Ow,5[2A \'•'Jb ?; @ ?S�i'.: } }.: O 11.1 .H1.•.2:::T. >.:T:� � ?r33!f.^..tf: - t `:':RXS'N.J:! -kA`::: _t+?` \'S:A34]Y::: :•;J.'.SS? I b r RECREATION ww NOTE, SCALE: I/4" I'•0" - - -- 'III Ul CARPET uWp� yL1 ]xb STUD WALL AT ® RAKE WALL W/ WD CAP E p CO l"R TOOT ALLOW FOR R -19 m (3) 2xl0 BOND BY. (3) ]x10 FOND BM. D r3) ]x10 - d1, ABV. N&LATION 0 ABV. DOOR/ AB V. DOOR/ DOOR/TR4V --1- - 5 I ?° TRANSOM -LL Irz" i1FANSGM (R)LL 5 I /2" U.T. OF -1 3'•I" ;' ,: I WIDTH OF ENTRTI 3:_I" ;' I WIDTk 6 ENTRY) - 3'.I" ;: I° ANCHWED r0 Dl ]x4 O V2' GYP BD C dNCHOTED TO f]1 C ANCHORED TO (2) C STUDS (FW.L HTJ WV l4) [Y� ON '.4 FU W/ 2.4 6"JD. (HULL ry (]) 2xb 2x4 51-1 (FULL Al I 11) 2x6 V Kd NAILS EA FACE a ygpp CAP. SEE JACKD W/ 90 NTJ W/ (4) Ibd : JdC -Y.0 % W/ 30 HTJ W/ (4) wd JdCKb ENTRY (2) STIIDB DETAIL: 02/A431 `T 51.E g.M I NAIL5 EA. FACE y SIDE NOCM I NAILS EA FACE Y SIDE - DOOR JALKD DOOR BV' - (]) JALK9 E END 4 d 121 ]x4 1 B, TYP. 0 (2) 2x4 w O 12) 2xb 6036 > 121.T ° ° : z - I JACKS, TYP. JArxa BL1.ER +B 1 > 0 n O ere LEDGER W/ (31 - PT. LD. e 11 4x4 FR TFOBT WG 9 - RxF B .2.. D°OPie ee Fes- AST L - - -- — J BTC Y V PLATES, f gIMP90N V oLT IO 2x6 LEDGER BLOCK ANC D TO VENE£R BPOSTT MASE4BEI1 L _ _ - _ L I°OR 008EAM NOTGN Qt OF _ _ _ _ _ 4]106 AT WALL X A SCSI -]I4 CAP - - - - Box BEAn dCCOFIDMGLY O 91T q. ADV. AT ELEV 4x4 FRY. POST W/ PORCH 2x10 BOX - EM.S PORCH - - - - SR1P90N Abeµ - - - - _ _ LEDGER BLOCK AND TOEIIdfL B. O, J D ONL ROB W/ 2x6 TOP 1 SOT. R06 POST BASE 1 5 Irz" tiQS: bee: dBV. PLATES AS, SOS] -214 CAP 6' S 12" THI9 SHEET FOR ENTRY 4' -3 1/2" 3 1/2" 11/21- 2' -3 I/7 2' -3 I!1 5 I/1" BLS. 5EB xEEra 5 /1 2' -3 5 13 I/1 5 I/2" I I/4" 3' -B I/4" 10' -B I/4" c D I I/4" - 22' -0" ELEVATION 'A' AND 'B' ELEVATION 'C' AND 'D' PARTIAL LOWER LEVEL PLAN 0� PLAN DETAIL AT ENTRY CANOPY �� AT FINISHED REC. ROOM OPTION a� SCALE: 114` • I' -0" SCALE: 1/1'. 1 O" 1 n p 'o 16' x T' OA WOR 121 STWDD FOR - (1) STUDS n� �wmal NOTE: PORT. FRAME PT -LD. ABV y _ kD STUD WALL U G m �' p SEE SHEET A4b FOR A(If REAR TYP. o�g`�4 FRdMe EpETT4LEGiRIRD4 (])6TJOS FOR �pOm� PdNEL ppI'R} FRAME i� - D GARAGE B m I IJi GN�Ni13ry��9y'�- 4'CCNC. SLAB WWd U<LL LL�ni GYP. BD AT W ST E mn�O'��I DCEIL�MCa ® >WFDp L NCEILNG ATION � d _ J law x 1:•H I I DROPPeD acarc NOTE. NBTALL la LBL FT. OF DP. SH (34 SF. TOTAL). TAW. NarALL AT v^ ABV. GLAD 11 AIR INTAKE 19 PLACED ml GA "A' SID F NiaJ. AND ITS VENT IS HE - CN T - DID.. DROP INTN V" 0 ry Ea END m UTILIT �� - R J) lxb-eM � 120x6 BM I �, p a 0 o i UNFINISHED - STD. DYE: p_ OONCRETE 2x6 STUD WALL ` AT EXTERIOR SET 5 /2 "O I i l3) 2x10 BOND BM. TO dBV. DOOR/ CONDITION 3'-I" T NDOM (FILL WIDTH OF ENTRY) A -LOW FOR R -I9 '{ dNCHOFED TO (]) 3x4 STW9 NOILATION []) 2xe L:�4 R3-L HTJ W/ (4) Wtl NAILS EA JdOKB ST 62 (3) ]xa NDR (2),,=2 EA END TO HALF WALL n +p (2)2x6 5036 GLIDER to JACKS !] anme a I (PT),i.o '� Pr. LD. J L - - -- STONE +6 LEDGER ELOCK -. D TO VEBEE. 4C$ Q BOJD BE.W'1 TO TORCH BOX BEAM. NOTCH OM OF OX BEAM ACCORDMGLT o ON BOX BAY EDGER B_- AND TOE IL. .. 5 AT ELEV. B, . C C, 1 p ONLY yyy n Q u m 9� 61 0 0 E ��m01�`RSt?1 `p o °tai bOl Y�O�ogp3�c II.ti�95 W cm t J W IN I p9¢; BEE: DET. THIS C+EET FOR eNTRY I CANOPY DET41L v+ W 3' -81/4" 10' -8 V4' 'nJ I V4" 21'•9 I/2" I I/4" IL O ®1 STANDARD LOWER LEVEL PLAN O 1 J SCALE: /4" • -0" U- p Z r4 $ 4 N �}:::::j2- :-'•-" zY)'.." '.`:Ow,5[2A \'•'Jb ?; @ ?S�i'.: } }.: O 11.1 .H1.•.2:::T. >.:T:� � ?r33!f.^..tf: - t `:':RXS'N.J:! -kA`::: _t+?` \'S:A34]Y::: :•;J.'.SS? I b r RECREATION ww NOTE, SCALE: I/4" I'•0" - - -- 'III Ul CARPET uWp� yL1 ]xb STUD WALL AT ® RAKE WALL W/ WD CAP E p CO l"R TOOT ALLOW FOR R -19 m (3) 2xl0 BOND BY. (3) ]x10 FOND BM. D r3) ]x10 - d1, ABV. N&LATION 0 ABV. DOOR/ AB V. DOOR/ DOOR/TR4V --1- - 5 I ?° TRANSOM -LL Irz" i1FANSGM (R)LL 5 I /2" U.T. OF -1 3'•I" ;' ,: I WIDTH OF ENTRTI 3:_I" ;' I WIDTk 6 ENTRY) - 3'.I" ;: I° ANCHWED r0 Dl ]x4 O V2' GYP BD C dNCHOTED TO f]1 C ANCHORED TO (2) C STUDS (FW.L HTJ WV l4) [Y� ON '.4 FU W/ 2.4 6"JD. (HULL ry (]) 2xb 2x4 51-1 (FULL Al I 11) 2x6 V Kd NAILS EA FACE a ygpp CAP. SEE JACKD W/ 90 NTJ W/ (4) Ibd : JdC -Y.0 % W/ 30 HTJ W/ (4) wd JdCKb ENTRY (2) STIIDB DETAIL: 02/A431 `T 51.E g.M I NAIL5 EA. FACE y SIDE NOCM I NAILS EA FACE Y SIDE - DOOR JALKD DOOR BV' - (]) JALK9 E END 4 d 121 ]x4 1 B, TYP. 0 (2) 2x4 w O 12) 2xb 6036 > 121.T ° ° : z - I JACKS, TYP. JArxa BL1.ER +B 1 > 0 n O ere LEDGER W/ (31 - PT. LD. e 11 4x4 FR TFOBT WG 9 - RxF B .2.. D°OPie ee Fes- AST L - - -- — J BTC Y V PLATES, f gIMP90N V oLT IO 2x6 LEDGER BLOCK ANC D TO VENE£R BPOSTT MASE4BEI1 L _ _ - _ L I°OR 008EAM NOTGN Qt OF _ _ _ _ _ 4]106 AT WALL X A SCSI -]I4 CAP - - - - Box BEAn dCCOFIDMGLY O 91T q. ADV. AT ELEV 4x4 FRY. POST W/ PORCH 2x10 BOX - EM.S PORCH - - - - SR1P90N Abeµ - - - - _ _ LEDGER BLOCK AND TOEIIdfL B. O, J D ONL ROB W/ 2x6 TOP 1 SOT. R06 POST BASE 1 5 Irz" tiQS: bee: dBV. PLATES AS, SOS] -214 CAP 6' S 12" THI9 SHEET FOR ENTRY 4' -3 1/2" 3 1/2" 11/21- 2' -3 I/7 2' -3 I!1 5 I/1" BLS. 5EB xEEra 5 /1 2' -3 5 13 I/1 5 I/2" I I/4" 3' -B I/4" 10' -B I/4" c D I I/4" - 22' -0" ELEVATION 'A' AND 'B' ELEVATION 'C' AND 'D' PARTIAL LOWER LEVEL PLAN 0� PLAN DETAIL AT ENTRY CANOPY �� AT FINISHED REC. ROOM OPTION a� SCALE: 114` • I' -0" SCALE: 1/1'. 1 O" 1 n p 'o 16' x T' OA WOR 121 STWDD FOR - (1) STUDS n� �wmal NOTE: PORT. FRAME PT -LD. ABV y _ kD STUD WALL U G m �' p SEE SHEET A4b FOR A(If REAR TYP. o�g`�4 FRdMe EpETT4LEGiRIRD4 (])6TJOS FOR �pOm� PdNEL ppI'R} FRAME i� - D GARAGE B m I IJi GN�Ni13ry��9y'�- 4'CCNC. SLAB WWd U<LL LL�ni GYP. BD AT W ST E mn�O'��I DCEIL�MCa ® >WFDp L NCEILNG ATION � d _ J law x 1:•H I I DROPPeD acarc NOTE. NBTALL la LBL FT. OF DP. SH (34 SF. TOTAL). TAW. NarALL AT v^ ABV. GLAD 11 AIR INTAKE 19 PLACED ml GA "A' SID F NiaJ. AND ITS VENT IS HE - CN T - DID.. DROP INTN V" 0 ry Ea END m UTILIT �� - R J) lxb-eM � 120x6 BM I �, p a 0 o i UNFINISHED - STD. DYE: p_ OONCRETE 2x6 STUD WALL ` AT EXTERIOR SET 5 /2 "O I i l3) 2x10 BOND BM. TO dBV. DOOR/ CONDITION 3'-I" T NDOM (FILL WIDTH OF ENTRY) A -LOW FOR R -I9 '{ dNCHOFED TO (]) 3x4 STW9 NOILATION []) 2xe L:�4 R3-L HTJ W/ (4) Wtl NAILS EA JdOKB ST 62 (3) ]xa NDR (2),,=2 EA END TO HALF WALL n +p (2)2x6 5036 GLIDER to JACKS !] anme a I (PT),i.o '� Pr. LD. J L - - -- STONE +6 LEDGER ELOCK -. D TO VEBEE. 4C$ Q BOJD BE.W'1 TO TORCH BOX BEAM. NOTCH OM OF OX BEAM ACCORDMGLT o ON BOX BAY EDGER B_- AND TOE IL. .. 5 AT ELEV. B, . C C, 1 p ONLY yyy n Q u m 9� 61 0 0 E ��m01�`RSt?1 `p o °tai bOl Y�O�ogp3�c II.ti�95 W cm t J W IN I p9¢; BEE: DET. THIS C+EET FOR eNTRY I CANOPY DET41L v+ W 3' -81/4" 10' -8 V4' 'nJ I V4" 21'•9 I/2" I I/4" IL O ®1 STANDARD LOWER LEVEL PLAN O 1 J SCALE: /4" • -0" U- p Z r4 $ 4 N 1 n p 'o 16' x T' OA WOR 121 STWDD FOR - (1) STUDS n� �wmal NOTE: PORT. FRAME PT -LD. ABV y _ kD STUD WALL U G m �' p SEE SHEET A4b FOR A(If REAR TYP. o�g`�4 FRdMe EpETT4LEGiRIRD4 (])6TJOS FOR �pOm� PdNEL ppI'R} FRAME i� - D GARAGE B m I IJi GN�Ni13ry��9y'�- 4'CCNC. SLAB WWd U<LL LL�ni GYP. BD AT W ST E mn�O'��I DCEIL�MCa ® >WFDp L NCEILNG ATION � d _ J law x 1:•H I I DROPPeD acarc NOTE. NBTALL la LBL FT. OF DP. SH (34 SF. TOTAL). TAW. NarALL AT v^ ABV. GLAD 11 AIR INTAKE 19 PLACED ml GA "A' SID F NiaJ. AND ITS VENT IS HE - CN T - DID.. DROP INTN V" 0 ry Ea END m UTILIT �� - R J) lxb-eM � 120x6 BM I �, p a 0 o i UNFINISHED - STD. DYE: p_ OONCRETE 2x6 STUD WALL ` AT EXTERIOR SET 5 /2 "O I i l3) 2x10 BOND BM. TO dBV. DOOR/ CONDITION 3'-I" T NDOM (FILL WIDTH OF ENTRY) A -LOW FOR R -I9 '{ dNCHOFED TO (]) 3x4 STW9 NOILATION []) 2xe L:�4 R3-L HTJ W/ (4) Wtl NAILS EA JdOKB ST 62 (3) ]xa NDR (2),,=2 EA END TO HALF WALL n +p (2)2x6 5036 GLIDER to JACKS !] anme a I (PT),i.o '� Pr. LD. J L - - -- STONE +6 LEDGER ELOCK -. D TO VEBEE. 4C$ Q BOJD BE.W'1 TO TORCH BOX BEAM. NOTCH OM OF OX BEAM ACCORDMGLT o ON BOX BAY EDGER B_- AND TOE IL. .. 5 AT ELEV. B, . C C, 1 p ONLY yyy n Q u m 9� 61 0 0 E ��m01�`RSt?1 `p o °tai bOl Y�O�ogp3�c II.ti�95 W cm t J W IN I p9¢; BEE: DET. THIS C+EET FOR eNTRY I CANOPY DET41L v+ W 3' -81/4" 10' -8 V4' 'nJ I V4" 21'•9 I/2" I I/4" IL O ®1 STANDARD LOWER LEVEL PLAN O 1 J SCALE: /4" • -0" U- p Z r4 $ 4 N (2)2x6 5036 GLIDER to JACKS !] anme a I (PT),i.o '� Pr. LD. J L - - -- STONE +6 LEDGER ELOCK -. D TO VEBEE. 4C$ Q BOJD BE.W'1 TO TORCH BOX BEAM. NOTCH OM OF OX BEAM ACCORDMGLT o ON BOX BAY EDGER B_- AND TOE IL. .. 5 AT ELEV. B, . C C, 1 p ONLY yyy n Q u m 9� 61 0 0 E ��m01�`RSt?1 `p o °tai bOl Y�O�ogp3�c II.ti�95 W cm t J W IN I p9¢; BEE: DET. THIS C+EET FOR eNTRY I CANOPY DET41L v+ W 3' -81/4" 10' -8 V4' 'nJ I V4" 21'•9 I/2" I I/4" IL O ®1 STANDARD LOWER LEVEL PLAN O 1 J SCALE: /4" • -0" U- p Z r4 $ 4 N } rca °mN a C (E m1 ¢ (213 OMULLED) 0 r = ARGE CK OF. 22' -0" — 8:, 30 50 3m15m 2X4 STiTII 114' 3)1x6 uDR 0 I ,ON u E 5��:5 EET dd51 114" v LAYER -9 1/2S -9 I/2 "�,,_ 8' -8" 4 1 ' -4" , .0 4 B BEDROOM •3 -2 1/2 -' - -- F_3 I /2" CARPET q CARPET ]) 30601(HULLED) j GIXED GL,6'009 RAN50.`ut 4BV. y22'_022' -'1" M PARTIAL FIRST FLOOR PLAN B, C, & D SCALE: 2) J GKS EA. ENO (2) JACKS E<_ E DL FILLER q T_0" q q � _ 2' -10" C 51_8 DECK (I)SH.I RD --------------- GANT'D ' RAU, SEE 11-J Wl i 1 -4 q m r r po i� Q DINING �I i CAR ET _ I ____® (I) LUV GLUSH r 1 "LF WALL LL j N ET r c R L L 'S 1 WOOD CdP I "I rSPINDLES OPT.) RdSU 1� t T e q 4 I I_II _ nj -2" m )"SON Ua KI N 02 — Turl ILL 4 -4" bb r� _ 0 ALND, N � I EO RIE _ 4.11 W 5 yl m 1101 i ASR H5E �5_. I FLLER LU2 " Nc.3 6 L_LJ _ I TB. m - ❑ -m L NEN RE I_NT - Pi:.- ' -9 "I. 2•_1" ! IL E aA 1 rl>9u.. RD _ a)1 =a pED. Av. R 6e � F- SIOp�D r4)2xb "06 1C SEE DETAIL � I 51/2'' , •l,.. - - -_ -- .: -.._ __ HALF T� `k -WALL W/ FAMILY ROOM 4 a CARPET W Q _ V 116 J W Y - O pl�dm ryWa � I/2 14 =1 I/2' 512" (3) 2x6 HD W/ JACKS EA, EN O (2) 3060 STONE VENEER (PULLED) ( 0 r, 1 LS ID" x 2-m S4" FIRST—FLOOR _ 21' -91/2 (310JDKS EA, ENDB • 0 = 1, .. AC rf I/4 -' ��jII'�TIII im MASTER BATI -1 .yb RESILIEtiT pb 2x6 W LL ti R C � OPH SBbm 3 -6" 8 -2" b AL , 1/2/ � lA5TER BEDROOM — 11'1pNCC LT CLG, OPT.J 1 ooCARPET AT EEVN C / � 3 - ALLEY SET TRJ98\ `A (3) ]46 uDR . (311110 LOR \ 2' -91/" (213 OMULLED) 0 �1 LOUR) R TED WALL 8:, 30 50 3m15m 2X4 STiTII (3) 2x Db uu R d 3)1x6 uDR 0 I v LAYER a" 4 f 3' -4" 6'- 4 B BEDROOM •3 u BEDROOM "2 CARPET q CARPET I/4" y22'_022' -'1" M PARTIAL FIRST FLOOR PLAN B, C, & D SCALE: 114" . I' 0" q T_0" q q � 5060 BI -PASS 51_8 (I)SH.I RD --------------- Wl i 1 -4 I/I bbd I _ udLF ALL W( WOOD GAP I' -2 I 12" 1 m LL j N ET r c R L L 'S — Turl ILL 4 -4" bb r� _ 0 ALND, N � ASR H5E �5_. _- Nc.3 6 L_LJ 1I`444 -TD_ L NEN ! IL E aA im MASTER BATI -1 .yb RESILIEtiT pb 2x6 W LL ti R C � OPH SBbm 3 -6" 8 -2" b AL , 1/2/ � lA5TER BEDROOM — 11'1pNCC LT CLG, OPT.J 1 ooCARPET AT EEVN C / � 3 - ALLEY SET TRJ98\ `A (3) ]46 uDR . (311110 LOR \ 12" I/4" A. r�4 K . q 5 TILES • �ee.n aox �. 3' -4" RO. 5' W/ I/4" GRWT neove e_eae r.c�G ]�I SURROUND / FACE DIMENSIONS FRAMING DIMENSIONS FIREPLACE OPTION 'ALL- T ivw oH 3 4 w I' 0 CALE: 114" 2 9 f c •°•' 0 U. 4.� J9L !� r � •. �l0 Rv 0 c Ul O 0 {f . 2 OH,�`._3 9 Y 2'.1" ii 41801 -6�� TE al a{io`a.q - OR ICJ _ nI�I r1�� u�r�r��1IIr�r Ll C67� w 11 83. RW 839 q� /ry °R KITCHEN ELEVATIONS N SCALE: 114" . 1' -0" -� 4- ,F � L AT B' Blw]I Du Boe36� De] - m MASTER HALL ET O 02 S. F. CALCULATIONS W L , I OPTION • B sE taPMSUED BSMi. 1441 y 14' -4" 512" FN SH•D BSMT. - -- 655 MASTER BATH 1• -5" F¢ST FLOOR -_.. 63 _ A- OPTION I /4" SECOND FLOOR '15 SF W/ B r _ GARAGE es dl pl _ V •71- VI•LF rI- VVIl , 0, of I RIP SCALE: I/41 . 1'-0" WALL U305. _ W/ 11) 'PE X GYP 5 UAL L GENERAL PLAN NOTES. I. ALL INTERIOR WALLS ARE 3 1/1" UNLESS NOTED OTHERWISE. (SEE NOTE • 5.) ALL ANGLED WALLS ARE 45 DEGREES UNLE55 NOTED OTHERJ15E, 2. ALL WIND01UG AND DOOR LEADERS IN BEARING WALLS TO BE. (1) 1x6 W/ I/2" PLYWOOD PLATE AND (1) 2.4 JACK STUD EA END UNLE55 NOTED OTHERWISE, 3. ALL —D IV —NTAOT W/ CONCRETE TO BE PRESSURE TREATED WCCD, 4, BATLROO`? FANS TO BE VENTED TO EXTERICR 5. NET CLEAR OPEN'.N'G CF 3050 WINDOW . 571 SQUARE FEET. (NET CLEAR OPENING HEIGLT NOT LE55 THAN 24 " AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 20 "i 6. ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. I. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 5 ALL INTERIOR WALLS TO LAVE 1R" GYPSUM BOARD (UNLESS NOTED OTHERWISE) ALL cEiLINGS TO LAVE 5/5" FIRECODE GYPSUM BD. USE 5/5" FIRECODE GYp$UM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS 9. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRJ EACH FLOOR LEVEL TO SOLICLY BEAR ON GOUNDATICN SYSTEM, PROVIDE SOLID BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS. l0. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPER HOLDERS MOUNTED AT 24" AF. II. ALL INTERIOR LOAD BEARING WALL$ (SHOWN HATCHED) TO WAVE 5/5" rPE X GYP BD EACH SIDE. 12. ALL INTERIOR NON LOAD BEAR— WALL5 TO RECEIVE I/2" GYP BD EACL SIDE W CD Ru � O Y `Ln C o 7 � J � N - _°L�_ J � Q Q � q (213 OMULLED) �1 LOUR) R TED WALL 2X4 STiTII Z WALL W/ (1, LAYER B 8" TYPE X 2 f/ 6' -5 I/2' - -- — f 3' -4" 6'- 8 6' - EA $ID 3' -1 I /2" . -THIS WALL 5 12" 1/4 - 21' -9 12" I/4" y22'_022' -'1" M PARTIAL FIRST FLOOR PLAN B, C, & D SCALE: 114" . I' 0" 12" I/4" A. r�4 K . q 5 TILES • �ee.n aox �. 3' -4" RO. 5' W/ I/4" GRWT neove e_eae r.c�G ]�I SURROUND / FACE DIMENSIONS FRAMING DIMENSIONS FIREPLACE OPTION 'ALL- T ivw oH 3 4 w I' 0 CALE: 114" 2 9 f c •°•' 0 U. 4.� J9L !� r � •. �l0 Rv 0 c Ul O 0 {f . 2 OH,�`._3 9 Y 2'.1" ii 41801 -6�� TE al a{io`a.q - OR ICJ _ nI�I r1�� u�r�r��1IIr�r Ll C67� w 11 83. RW 839 q� /ry °R KITCHEN ELEVATIONS N SCALE: 114" . 1' -0" -� 4- ,F � L AT B' Blw]I Du Boe36� De] - m MASTER HALL ET O 02 S. F. CALCULATIONS W L , I OPTION • B sE taPMSUED BSMi. 1441 y 14' -4" 512" FN SH•D BSMT. - -- 655 MASTER BATH 1• -5" F¢ST FLOOR -_.. 63 _ A- OPTION I /4" SECOND FLOOR '15 SF W/ B r _ GARAGE es dl pl _ V •71- VI•LF rI- VVIl , 0, of I RIP SCALE: I/41 . 1'-0" WALL U305. _ W/ 11) 'PE X GYP 5 UAL L GENERAL PLAN NOTES. I. ALL INTERIOR WALLS ARE 3 1/1" UNLESS NOTED OTHERWISE. (SEE NOTE • 5.) ALL ANGLED WALLS ARE 45 DEGREES UNLE55 NOTED OTHERJ15E, 2. ALL WIND01UG AND DOOR LEADERS IN BEARING WALLS TO BE. (1) 1x6 W/ I/2" PLYWOOD PLATE AND (1) 2.4 JACK STUD EA END UNLE55 NOTED OTHERWISE, 3. ALL —D IV —NTAOT W/ CONCRETE TO BE PRESSURE TREATED WCCD, 4, BATLROO`? FANS TO BE VENTED TO EXTERICR 5. NET CLEAR OPEN'.N'G CF 3050 WINDOW . 571 SQUARE FEET. (NET CLEAR OPENING HEIGLT NOT LE55 THAN 24 " AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 20 "i 6. ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. I. ALL EXTERIOR WALLS ARE 6" UNLESS NOTED OTHERWISE. 5 ALL INTERIOR WALLS TO LAVE 1R" GYPSUM BOARD (UNLESS NOTED OTHERWISE) ALL cEiLINGS TO LAVE 5/5" FIRECODE GYPSUM BD. USE 5/5" FIRECODE GYp$UM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS 9. ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRJ EACH FLOOR LEVEL TO SOLICLY BEAR ON GOUNDATICN SYSTEM, PROVIDE SOLID BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS. l0. TOWEL BARS MOUNTED 54" AFF AND TOILET PAPER HOLDERS MOUNTED AT 24" AF. II. ALL INTERIOR LOAD BEARING WALL$ (SHOWN HATCHED) TO WAVE 5/5" rPE X GYP BD EACH SIDE. 12. ALL INTERIOR NON LOAD BEAR— WALL5 TO RECEIVE I/2" GYP BD EACL SIDE W CD Ru � O Y `Ln C o 7 � J � N - _°L�_ J � Q Q � q o r orE�A�ir, Z __ ------ �L � CA- (� /L _ C�L �CCMPmDITILN DNWGLEO, rn. -�C IL / __ IT 9PALE8 BEE _, -- J L - J 41L PdRdTION W ' -- CJL / - -J - D -- LL - -11 = - - - -, FOJABEFAWTIW 6 -- C,L -J I` C L -- - -- CIL (GL JII I eErA u o m 4 - - -- - _ _ 111 AwacENr DeERUAKa - cExr av£RUA+IG Q -b:ix PIT Al OC�I me/M9 9C1rrt &°ACED - 9EE L m /eA �3 -BEE > CN \ P O DE IL 0D /A{9P Z^ A Dp J L-D:D O , KENAtFR IcFaN2R WND°e GRILK I I P4 , BRdYRLK p¢ � 6AfAERLK I - - -~ -DET -- PITCH T'-ft 4 3 x ABHPLN,TrP. ttP. _ _[ I I P BAWER LK O 0A9dFRLK b cF HIE R°.TNIDAVf �{Q'iEff IEl4®INf �IaFRE R:rAroAVr -{'a FUU'&R:Tnro.lrt x u NDFt - 4- -0 4' 0" 4' -0 4' 0 4' -0 "' ' 4' 0° 4 -0 - >° rt�TYrx'n P1 EGCNaan».aEna rt�alm FV.w.wrsw 4' 0' - ' xE CPOxm -T euEarAezN'�uiui� ALL ° £ 45P _ R0.tle�LQ rv1 n'E,O n� 1V I R'F,9 if.9 1r 3 R = ' 17' Rv. 11 RV. .ti' / Q' RV. t dV 1 p2 tbRIZCMAL _ nt /�e Y� DRG. rYr. T/ ARM _ 11 �9�};{ `° yy F RE BEPAFATIW 6 III��F P�MIE J0'E[PN4RAQILN I] 1 ae -- olom ♦ - ••4. 4F °' 5^ DEfdIL ONMJPN �_ EtAL ma /M\ yl �D m1 DIDIW -_ BfT. FIT SPACES 0EE DCR DPA ED eEE .: : CLLARG1 k ��yy LLL--- S��'� 6Wgd I 45 U 9p- Q DBa L S ^ DNlTERLK S -• .e� \ I ¢ S ^ i.� > \, DIDMG. �_ 0 Q� - - - -I J �� - -- -_ J a� J o L J!((. N_ _J 11-1. � I _ 9 trr. UU - - - -- r - - - -- -r 4 - -- r- 4 0 ° y, RE DErARA11W 0 - DDX 1/ lfiDllJ/ 0 ADJdCDEENi q.Eb1� j F �JdCFNT� RNA Y E ' > � Y I EN:AI'1 �. � = 67 l € - _ BPdcEb pETAIL GRADE I mL ADDRE89 ] ' ry rtr ry 8:17 8:17 3 a I I LOCATILN JAADl I •, I ' 8:17 8:17' �___ __ J I _ ' C__- __y I� B,I� L_H:12 _ � _ U _ ° p _ m �� Q FYPCN c a61ac n'� LL ®C REAR ELEVATION _ eKnexm Qs a m 3 JJ O `+ ROOF PLAN •A• O ROOF PLAN •B• O Q ROOF PLAN •C" O g ROOF PLAN •D• ma 9 Iro'.I' -m• V v SLOPED 9GFFIT °GALE: I /e" . I' -m" SCALE: Iro• . I• -m' SCALE: . I' -m' BC4LE: Iro" . I' -m• BEYOND HORIZONTAL SOFFIT EXTERIOR TRIM KEY BEYOND 4" FA Cr TRIM STACKED SIDE ELEV. SIDE ELEV. 7 / I L 'BIRD-BOX' ON TOP OF 6" FACE TRIM TRIM DETAIL s• eLTewB 6" FACE TRIM AT FRONT AT 2 -STORY �vINYL L °Ce E' �° •''-� = ` PORCH ROOF BOX -BAY TRIM DETAIL SNAKE ---� 13 ELEV. A & C 11 SCALE: BIDING x.a.E: vx• = r -m• ��/�) IMI 777 RI LGCAtIR1 W MATERIAL 1 `YP 5��r I . _. -. 3/Ib• .1•.m• It -STORY SIMILARI "BIRD -BOX" TRIM FLUSH W/ WALL HIJRFACE Ix' RIDGE VENT D' RDfiE KNT I E' RIDGE VENT I]' RIDGE VENT I I I I i I I CIL CIL CIL CIL CIL � rDD,,,mN DN r ED, P � C L CIL OO �ODnI°N °"NSLE °, P _� coMroemoN BNIIr�Ee, m. � �� ccrlroelTaN DNnJ,LE°, Trn -� � � \ �mxexAarer 'DKTmx°Qx•{AO� \-B,n PIrcH NrL NJYL SH.N� I I � u sIDNG, ttr. �b.D PITCH `b:T]PITCH� o� BIDMG, NP. 1 °� HORIZONTdL � mIrG, TIP Ix 7 wNp°U HDRIECMAL TTP. /� D� m5 GRIDS AB 91DIIG, TTP. 2 � W I tbRIZCNTAL- 7 YR•DOW GPoOS 3 NCRIZ°NTdL 7 wNpOW GRIDS -{ j 1 I GRIDS 48 3 I .I aNauy TrP. 3 Ia I] T � V° 91ON6, TYP. A6 bLIgW, ttP. BIDING, TTP. AB 6iY N, tYp, �l ll_ I I r/ n.ATE v rLAre DHOUN, m. I ; I ` � _ r/ Hare w ^ 4 JO BOARD N -I e � N. � DOARD N- BOARD -N -- � �p F B4MRreR0 - @ &#ITTERB. _ -- - - DD4A]iiERB. - 3 I" a gwTrepB. - 3 _ -I y y LU _ mb c � (1- -_ - °m -- ]ntl FLR 60 PITCH- ]M 0.R - ° _nTEL, TIT. - T/ PIAtE T/ q,ATE 3 O BEE. 4a FLAaura, rrr. - ® di g � -B:G rItCN� m3 TI3 F2 m1 � -dn rrtcH� 7 D' -B" _ _ rte° 0 5 I 5 E Q 9 D•�:: 5 ° 45 I 5 7 1 9 T 0EE COLU'A4 B -M. 6 w BEE Cq.IPlll 7 -IYP. 0 w BEE COLI]'A1 B (� 4 mb /AA+ -P 4 DETAIL TAIL IL _ mb /A43P 4 ADDREDB 3 ADDRESS - 3 L__ -- 1 ®® r LocailoN ® l.L }I:.I:' ' : Loc4noN ® I LocanmN 3 - E e T/ r1aTe I E = t/ rLATE � - -� � • T/ RATE 3 4 Q A4AP 9 @ �� 9 8 YLLLL....tltltl 1..11 - L03TICN - - _ TT /BEN - u fRADlN Q �_ GR:ADE= j rRl I FACE APPLES _ - • _ - — 1 sT TVEt £ER ry v DYR_FLR 1 '�DCi�MMVD 4 DDTrt.RR 1 ' m D DBHT_FLRI 9c MMxU t T< ® J ----------- � L D/Fi4 pprrLLl - - -J� fl�FTG x ,_,I + �tt�m9. IXtB ' J grp,E'�91L -Lt CAP I `- i� �m RATE wAIA W' ?_. x � STONE BIIA. °AQ 11�1R RgTED wN.L U3m6. ]ka 811D E ___- _ ' / WDTdmME Y bt4I T EEP WEAA L DL I SWC/ . ( I) - LLHdIB i. EWR EA IA• FRONT ELEV . B. FRONT ELEV. n•)TCd8 • R5/I'YTr-� - - - - - -- I I LF�eRru _ O TtAN2flT x B re E^TLiPEE xVG. m D �1 _- _ - 02 m ° b w cp (r�. 1 SCALE: 3A6" - i' - ®:: O T SCALE: . I• -m" � l3ENERAL PLAN NOTES. I. ALL INTERIOR WALL5 ARE 3 -IR" UNLESS NOTED OTHERWISE. ALL NTERIOR WALLS TO HAVE IR" 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 MIST ALWAYS HAVE 5/8" TYPE "X' GYPSUM BOARD ON BOTH BIDES OF ENTIRE WALL. 4. SHADED WALL& INDICATE INTERIOR BEARING WALLS WRX& STUDS a I6" O.G. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOUN HATCHED) TO HAVE 5 /e' TYPE "X" GYPSUM BOARD EACH SIDE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALLS TO BE (2) 2X6 W/12" PLYWOOD PLATE AND lU 2X6 JACK STUD EACH ENO UNLESS NOTED OTHERWISE. 6. ALL POINT LOAD SUPPORTS (JACG STUDS) TO BE CARRIED THROUGH EACH FLOOR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SYSTEM BELOW. T. ALL BATHROOM PANS TO BE VENTED TO EXTERIOR e. ALL CLOSETS HAVE (1) ROD AND (V SHELF UNLE86 NOTED OTHERWISE. S. 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 PAPERHOLDERS MOUNTED 24" AFF, 12. ZIP STRIP ALL C/.1NTROL JOINTS IN CONCRETE SLAB, AS REQUIRED. B. ALL WOOD, IN CONTACT WITH CCNNCRETE TO BE PFZE86LLRE TREATED WOOD, PLAN NOTES KEY. I. WALLS CONTAIN POLY. ROCK, AND INSULATION 2. HATCHED AREA INDICATES EXTENT OF 12" CEILING DROP FOR MECHANICAL DUCT WORD 3. 2X6 STUp KNEE WALL W/ PRE55URE TREATED PLATE, ON 3' H. FOUNDATION WALL. 4. ONE LAYER OF GYPSUM BOARD 1tCTJ Q 1l6R/d[a S. F. CALCULATIONS 3' -I" 6'•5 V2" 2' -5 SIR" 1' -10 112 OPTION' BASE I OPTION UNFINISHED 136MT. 22" 5F 26 °JF FINISHED 65MT. 65 SF 2-11 5F FIRST FLOOR 814 OF 62S Sr W/ BAY SECOND FLOOR 751 5F 112 SF UP BAY GARAGE 453 SF 453 SF TOTAL FINISHED 1640 5F 1812 5F pp I W / i� / � ___� BATH m ® BATHROOM OPTION 4SCALE: (212x10 50,0 DM, (]12x6 JACKS 122x6 JACKS, NP. LEDGER W/(3) ad NA • w" oo. G C OAT FINISHED BEDROOM, DEN OPTION 3SCALE: 114' = P -0' C J C -(2J 2x10 BOND EM. ABV. DOOR/ RAV6gi (HILL WIDTH OF ENTRY) NVCHORED TO 12) 2x4 aTUD6 IPJLL HTJ. (4) 16d NAIL& EA. FACE � f]J 2xb JACKS 4x4 FRT. POST W — — — Ia�oenMABEas " I L _ _ — — I 91ABESa Q) znl0 BOX- BM.'B Q) 2x10 BOX- CM.'S 1 B 12'8, PORCH — — — — WI 2xb 1 1 B F'L'e, 1 (21 2x4 JACKS AT ROOF 112) 2.4 JACKS AT WALL AS, WALL 511/2 2' -3 IR 2'-.31/2 5 1 /2' NoTe: FOR FroNzH 51112 2' -3 IR 2' -3 IR 5 IR" p -AILSaa5, SEE SHEETS 5' -b" u3r 1 ELEVATION 'A' AND 'C' ELEVATION 'B' AND 'D' ®C PLAN DETAIL AT ENTRY CANOPY �5 SCALE: 4' • 1' -0" 3' -I" 6'•5 V2" 2' -5 SIR" 1' -10 112 T' -10112" NOTE: BEE: DET, 05 / THIS SHEET FOR ENTRY CANO.T pETAIL FRESH AIR NTAKE 14' -5 3 112" 6' FTC&! AIR INTAKE 19 PLdCED ON STAIR 910 IS RACED ON STAIR SID OF RJfd1. AND ITS VENT 19 ON THE GARAGE SIDE. HB DROP NTAKE Tl" OFF FL ue D� P NtNCE'G" OFF FL LUJ wAeH. nJ aH.%J. -- N F8:9 TENT L�y R tucz6 -2 TS:b C -- ate% � e y UNFNIBHEO x \xJ in (])JA 9.. 5112 R � 4,_T„ 3'•m„ � K 61FAYaON HJOZ6 -] uueNr - m c~ I x W BEDR�M/DEN C v2 ^GYP. BD. i j p f2) 2n10 BQ0 CL ASV. pWOOW TRANBGft (FILL 3,_111 LL 3'_ dl ANCHORED TO x4 0 112 alUD9 (WLL HTJ W/(4) (]) 3x6 3068 14d Nd LS EA FACE O ON ln4 FURRING, W/ ]JOmp. --BEE JACKS W/ 30 SIDE 3 S-8 MAIL, 02/44]P pOOR Bv. f3 HD 2. Kp (2) STUDS u'Q PT. LD. L. (2) ]x I STUDS BI-Ip § -�! L STONE, _-I-yFt \!'x w AST - - -- 2x6 LEDC R BLOOC qN0 - - -� v EER D TO FACE 6 BOND BEMs t0 RNCE WALL WD. "P _G CATION I L _ _ _ _ POFCH BOX BEAM NO CH BO 90X BEAM 4C('11�MGLY t0 OM 0 B(JX BAY BIT ON ABOVE y' � - -- - -- LEDGER BLOGIC MID TOE dIL. fAT ELCV. B, C, ID ONL 3' -I" ' - ANCHORED TO (212x1 STUDS ?TILL HTJ W/ 14) ° 9068 'till 5 69-M ME: FOR 05 / THIS BHEEt FOR ENTRY 14' -5 I/2" 3 I/2" dCKb 16d NAILS EA FACE CANOPY DETAIL 1 SIDE _ 3 (]) 61LD6 FR. J.D. I 22' -0" D� x9 (3) 2x1 HDR ,0 OAT FINISHED BEDROOM, DEN OPTION 3SCALE: 114' = P -0' C J C -(2J 2x10 BOND EM. ABV. DOOR/ RAV6gi (HILL WIDTH OF ENTRY) NVCHORED TO 12) 2x4 aTUD6 IPJLL HTJ. (4) 16d NAIL& EA. FACE � f]J 2xb JACKS 4x4 FRT. POST W — — — Ia�oenMABEas " I L _ _ — — I 91ABESa Q) znl0 BOX- BM.'B Q) 2x10 BOX- CM.'S 1 B 12'8, PORCH — — — — WI 2xb 1 1 B F'L'e, 1 (21 2x4 JACKS AT ROOF 112) 2.4 JACKS AT WALL AS, WALL 511/2 2' -3 IR 2'-.31/2 5 1 /2' NoTe: FOR FroNzH 51112 2' -3 IR 2' -3 IR 5 IR" p -AILSaa5, SEE SHEETS 5' -b" u3r 1 ELEVATION 'A' AND 'C' ELEVATION 'B' AND 'D' ®C PLAN DETAIL AT ENTRY CANOPY �5 SCALE: 4' • 1' -0" Q AT FINISHED REC. ROOM OPTION SCALE: 1/4" . 1' -0" I� J — _ 3' -I" 6'•5 V2" 2' -5 SIR" 1' -10 112 BOT}QY CF� BOX BAY TO "T" ABO� IL. fAT ELEv B, C, 1 D ONLY) NOTE: BEE: DET, 05 / THIS SHEET FOR ENTRY CANO.T pETAIL 14' -5 3 112" 6' FTC&! AIR INTAKE 19 PLdCED ON STAIR 910 O' FURI. AND ITS VEIN 19 CN tNE GARAGE BIpE. ue D� P NtNCE'G" OFF FL 1 y UNFNIBHEO x \xJ in _ —_ uueNr LP �a m i 8R'IP$LN T x � 2) J -�! Ii sR'IPBGI 2 _-I-yFt \!'x w - RNCE WALL WD. "P _G CATION I (]) 2x10 BOND EM A l IY W DODR /TRAHBOFI (1211 ¢ WDTN OF ENTRY) LL y' � CAR°Er m In" GTP Bp 3' -I" ' - ANCHORED TO (212x1 STUDS ?TILL HTJ W/ 14) ° 9068 'till 5 p 2x4 HJFRRlG, W/ g F EA,L, (2) 2.1 dCKb 16d NAILS EA FACE Du 21 1 SIDE _ 3 (]) 61LD6 FR. J.D. I D� x9 (3) 2x1 HDR ,0 LL -.0 6036 (2J 2x6 SLIDER �> 2)6TJD6 �� I PT. LD. L_ �_ STONE T Plff- Aer - -- 2x6 LEDGER BLOCK AN - -J D TO 1 "El.EER FACE OF BOND BEM TO Po BO BEAM NO CH BOTTOM 6 `BOX BAY _ BOx BEM ALUJRDNGL TO LEDGER BLOCK AND TOE UIL. BIT ON (At El—B, B, C,IDONL 3 IR" 6' 5 IR" d27a SEE- DET. 05 / THI. Fo NT 14'.5 1/2" 3 IR" CANOPY pETAIL 3' -6 I/4" I0' -8 3/4" 1/4" 11'•9 IR° I I/4" PARTIAL LOWER LEVEL PLAN Q AT FINISHED REC. ROOM OPTION SCALE: 1/4" . 1' -0" I� J — _ — — FORpH BOX BEM. NOTCH BO %BEN -I 4CLORJMGLY LEDGER BLOCK AND TOE BOT}QY CF� BOX BAY TO "T" ABO� IL. fAT ELEv B, C, 1 D ONLY) NOTE: BEE: DET, 05 / THIS SHEET FOR ENTRY CANO.T pETAIL 14' -5 3 112" 6' S 112" q 11 I I 314" I I/4" -- ®1 STANDARD LOWER LEVEL PLAN SCALE 114" = 1' -0" o 0 -- 0 6 HOST 3og�E 5°ym61� ^a 0 U UU0fl TIME W cm a J 9 if n Q CO > a � z � ® a o co z A T� 0 '1,II LL 1-1 � 1— R a �NQ 3' -1 3/4" 6' -0" e' -0" _ 2' -0' •_41/4 CkL C< GYP. BD W6 x 13 x 12 "' S-L. BH "I JACKS EFL END 7LU�6H W/ - �� oPO�o) S6E6J 2x6 G 1 /S� 2 y 51Qd8 ' -3g2 i I /2" 1 L __1m° ou -------- I F UALL L° • . ' BL56 B KITHEN -6 1 " m - C _ 811 - I Io` n.'m s4 I m -'�` _9,,.UOCAnoN 7 s =_ Y4' 01/2" 5 -12' BULLN05E A N TOP STAIR AND LOCK C 2' FILLER SPOIND:.ES AND NEWEL- d �� - m 5T D R�LTLY TO p (2) 2xg HDR. W/ ^T 13 BULLNOSE TRIM BD. 3 JALK9 Eq. END FILLER , 12) 3060 (FNLLED) ml I 31/2" I, e 6' -51:2" / 14' -51/2" 31/2" /4 "IL 21' -91/2" 22._0. L 4' C�L 22' -0" I I/4" I /4° 2i' -9 1/2" II I14" I /4' 21' -91/2" 4' -31/2' j pBOOpXF -B�n PORCH _ dB 31/2" 1 16' -0" 4' -II" O 10 1 1 MASTER BEDROOM &a c u w a cc ARPET i Q = HONG- VAIILi LLG. OPT) O r 4 fl- IIILLEDE � FIXED 56 6'RSA/Nfi60*I d Bv. 121 2.1 UDR W/ 1211 3/4" x 91/4" LVL l3) I IA ENC W/ (3) JACKS EA. B'CLG. AT VAULT. O O O 8' -51/2" V - DE6Cc HALF - ry H M. r �— I -W R GAN11L E6VERED l` d . RAIL SEE PECK DpRECi -VENT �` ' U IA—ES( � OE1d1L SHEET ,OPT. 06/A3t z' sg LINEN X _ DIRE CT VENT A9 F R gWd r FROFi - N u F 04 C ____ s - - s J W4LL - J u S O6 O O ROOM PAM LY ROO1BLE) qs Po6s A_9 =O i EA 6 Q x ARPET 100 - � U R F -WALL I D LAP Wi H Q iq 0 3 B W\ (FLU6u)6 LVL 61 IF_ U14 Nvpw iv Nry- - 9 �l1 - JACK6 2 U rW /10 llT "T R SE 1 4)P C< GYP. BD W6 x 13 x 12 "' S-L. BH "I JACKS EFL END 7LU�6H W/ - �� oPO�o) S6E6J 2x6 G 1 /S� 2 y 51Qd8 ' -3g2 i I /2" 1 L __1m° ou -------- I F UALL L° • . ' BL56 B KITHEN -6 1 " m - C _ 811 - I Io` n.'m s4 I m -'�` _9,,.UOCAnoN 7 s =_ Y4' 01/2" 5 -12' BULLN05E A N TOP STAIR AND LOCK C 2' FILLER SPOIND:.ES AND NEWEL- d �� - m 5T D R�LTLY TO p (2) 2xg HDR. W/ ^T 13 BULLNOSE TRIM BD. 3 JALK9 Eq. END FILLER , 12) 3060 (FNLLED) ml I 31/2" I, e 6' -51:2" / 14' -51/2" 31/2" /4 "IL 21' -91/2" 22._0. L 4' C�L 22' -0" I I/4" I /4° 2i' -9 1/2" II I14" I /4' 21' -91/2" 4' -31/2' 31/2" 1 16' -0" 4' -II" 10 1 1 MASTER BEDROOM &a c u w a cc ARPET i Q = HONG- VAIILi LLG. OPT) O r r' e 4 � � B'CLG. AT VAULT. O O O 8' -51/2" V - HALF - ry H M. r �— I -W R R56 B - IA—ES( � �D sg LINEN - N NI 110 i ____ s - - s J su. O6 O O i EA 6 6 �0 O w oI U S OQ , J V n Qtil S WU m U6 0 3 a Ik- 3 V2" 16•_0': ._ 4' -II" 31/2" ])3050 !MULLED) ((2) 2x12 HDR W/ <I) 9H. f2)JACKS EA -END W.LG. o MASTER BEDROOM 1� CARPET G (nONO -VAULT LLG. OPT.) 11 3 IA m ly 3' -5 1 /5" - CLGLGO. AT VAULT. I WOODWAALL wl C I' R 0 - R56 Be CHG N - IAGLE6p � _ „` d 42° x 6m° uB � m . 1TJ d RI R HCPTL � 10 EA 6 MASTER BATH OPTION 5L TH5 ALL SCALE= 114 _ 1'_0" GENERAL PLAN NOTES. _ 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 G". °5UM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6" UNLE55 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 ® 16" O.C. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/e" TYPE "X" GTP5UM. BOARD EACH SIDE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALL5 TO BE (2) 2X6 W /12" PLYWOOD PLATE AND III 2X6 JACK STUD EACH END UNLESS NOTED OTHERWISE. 6. ALL POINT LOAD 5UP ORT5 (JACK 5TU05) TO BE CARRIED THROUGH EAC1- FL COR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SY5`,E"'I BELOU, . 1. ALL BATHROOM FANS TO BE VENTED TO EXTERIOR. B, ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. °. SEE CABINET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT, 10, ATTIC ACCESS TO BE 22 "x30" UNLE55 NOTED OTHERWISE. II. 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 PRESSURE TREATED WOOD, 5 0)'�(PINIE UE�J 1FINIE UEDJ o.�BLAP> �{ FIRST FLOOR PLAN A ® SECOND FLOOR PLAN A & B V! SGAL�: 1/4 "I' -0" SCALE Le..e �n •� �- 4" , 1' -m" �Kµ RIECHEN SWIENT :x � _ 1' u .r. m'n \. J2x0DRO.EA, Bn. W /(3)JAGK9 E4 ENDS — I (2)2x6 HDR U rv� m IF t2)3m6 MULLED) I HOUR TED WALL 0305. 2X4 5TU WALL W/ (l) LAYER a" TYPE X GYP _ EA SIDE. -THIS WALL 1/2 3 -4 I/2" 6' -8" 6" 9' -5' 3 1 /2" . 0' _ 5 �_. 1�8" 3' -8 I /2" 21' -9 1/2" 11/4" 11/4" �� f a SETT spy 'Ranh \\ B_DRCCM "3 ,1!� BEDROOM "2 / ET _ La &PET / q LE 5ET TRU56� (2)2x6 HD / (AT �C'ELEV) 3m 50 2 /Etz�J JdC!C6 E4 aeo R sse5 Aam�Ar3- m3 30501HULLEp) HOUR ABLE END 2P (212) 1x6HDR 2X4 ITU FOOF TRUE/ LAYER 5' -10 1/8" 3' -10" 3' -10" EA 51pF 10' -5" 1' -8" 3 -8 1/2" _ __21 9 / _ — Y � `'°� a �� 1L. LES GROUT SHELF ONLY OPTION I � 22 � * ELEVATION .IIY a SHELF/ FULL SURROUND OP FIREPLACE OPTION - rloN 4' -0" ry r TED WALL U305,0 SCG__: I/4" I' -0" 16" OPEN SPACE - WALL W/ (1) IN FRAMING FOR ° ;15 WA GYP S. F. CALCULATIONS IvENT DOLT OPTION • BASE OPTI 3 I/2" ON OPTIONAL v UNFINISHED BSMT, 228 SF 26 SF DIRECT VENT - -- -- FIREPLAD PARTIAL. FIRST FLOOR PLAN B C D PARTIAL SECOND ED BSMT, 60 SF 211 5F FRAME BOX FINISH r n I/04 FIRST - _29 -- TT 0 FLOOR 814 SF 829 SF W/ BAY TO CEILING NoTe. 22' -0' [[e e,v roe Q��^f��, X --- / _ _. SECOND FLOOR 1s1 sF r2 sF w/ BAY PLAN F^� 'BN' SCALE: /4„ - -- 4L D GARAGE 164 SF 453 IF N" FLOOR PLAN C I 0' TOTAL FINISHED 1640 SF 18 12 SF 5 ALE I/4" - b 0I U- Q�1 t61 Oi Q> 0 U o b E �U 41 U 0 blb m 41 � 0 U ggmvF °sm�gamao Wv IQs m� Wi i) QO 0 m 0 m v m Lu c..7 d 7 j l Q y IL u1 L BID y y W E LO ff�� fL �D Z LL LL w ilJLI � N 6J J N oQ d m 6 r 03 MASTER BATH OPTION 5L TH5 ALL SCALE= 114 _ 1'_0" GENERAL PLAN NOTES. _ 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 G". °5UM BOARD. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS ARE 6" UNLE55 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 ® 16" O.C. W/ DOUBLE TOP PLATE. ALL INTERIOR LOAD BEARING WALLS (SHOWN HATCHED) TO HAVE 5/e" TYPE "X" GTP5UM. BOARD EACH SIDE. 5. ALL WINDOW AND DOOR HEADERS IN BEARING WALL5 TO BE (2) 2X6 W /12" PLYWOOD PLATE AND III 2X6 JACK STUD EACH END UNLESS NOTED OTHERWISE. 6. ALL POINT LOAD 5UP ORT5 (JACK 5TU05) TO BE CARRIED THROUGH EAC1- FL COR LEVEL AND HAVE SOLID BLOCKING IN FLOOR SY5`,E"'I BELOU, . 1. ALL BATHROOM FANS TO BE VENTED TO EXTERIOR. B, ALL CLOSETS HAVE (1) ROD AND (1) SHELF UNLESS NOTED OTHERWISE. °. SEE CABINET SHOP DRAWINGS FOR CABINET SIZES AND LAYOUT, 10, ATTIC ACCESS TO BE 22 "x30" UNLE55 NOTED OTHERWISE. II. 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 PRESSURE TREATED WOOD, 5 0)'�(PINIE UE�J 1FINIE UEDJ o.�BLAP> �{ FIRST FLOOR PLAN A ® SECOND FLOOR PLAN A & B V! SGAL�: 1/4 "I' -0" SCALE Le..e �n •� �- 4" , 1' -m" �Kµ RIECHEN SWIENT :x � _ 1' u .r. m'n \. J2x0DRO.EA, Bn. W /(3)JAGK9 E4 ENDS — I (2)2x6 HDR U rv� m IF t2)3m6 MULLED) I HOUR TED WALL 0305. 2X4 5TU WALL W/ (l) LAYER a" TYPE X GYP _ EA SIDE. -THIS WALL 1/2 3 -4 I/2" 6' -8" 6" 9' -5' 3 1 /2" . 0' _ 5 �_. 1�8" 3' -8 I /2" 21' -9 1/2" 11/4" 11/4" �� f a SETT spy 'Ranh \\ B_DRCCM "3 ,1!� BEDROOM "2 / ET _ La &PET / q LE 5ET TRU56� (2)2x6 HD / (AT �C'ELEV) 3m 50 2 /Etz�J JdC!C6 E4 aeo R sse5 Aam�Ar3- m3 30501HULLEp) HOUR ABLE END 2P (212) 1x6HDR 2X4 ITU FOOF TRUE/ LAYER 5' -10 1/8" 3' -10" 3' -10" EA 51pF 10' -5" 1' -8" 3 -8 1/2" _ __21 9 / _ — Y � `'°� a �� 1L. LES GROUT SHELF ONLY OPTION I � 22 � * ELEVATION .IIY a SHELF/ FULL SURROUND OP FIREPLACE OPTION - rloN 4' -0" ry r TED WALL U305,0 SCG__: I/4" I' -0" 16" OPEN SPACE - WALL W/ (1) IN FRAMING FOR ° ;15 WA GYP S. F. CALCULATIONS IvENT DOLT OPTION • BASE OPTI 3 I/2" ON OPTIONAL v UNFINISHED BSMT, 228 SF 26 SF DIRECT VENT - -- -- FIREPLAD PARTIAL. FIRST FLOOR PLAN B C D PARTIAL SECOND ED BSMT, 60 SF 211 5F FRAME BOX FINISH r n I/04 FIRST - _29 -- TT 0 FLOOR 814 SF 829 SF W/ BAY TO CEILING NoTe. 22' -0' [[e e,v roe Q��^f��, X --- / _ _. SECOND FLOOR 1s1 sF r2 sF w/ BAY PLAN F^� 'BN' SCALE: /4„ - -- 4L D GARAGE 164 SF 453 IF N" FLOOR PLAN C I 0' TOTAL FINISHED 1640 SF 18 12 SF 5 ALE I/4" - b 0I U- Q�1 t61 Oi Q> 0 U o b E �U 41 U 0 blb m 41 � 0 U ggmvF °sm�gamao Wv IQs m� Wi i) QO 0 m 0 m v m Lu c..7 d 7 j l Q y IL u1 L BID y y W E LO ff�� fL �D Z LL LL w ilJLI � N 6J J N oQ d m 6 r 03 �� f a SETT spy 'Ranh \\ B_DRCCM "3 ,1!� BEDROOM "2 / ET _ La &PET / q LE 5ET TRU56� (2)2x6 HD / (AT �C'ELEV) 3m 50 2 /Etz�J JdC!C6 E4 aeo R sse5 Aam�Ar3- m3 30501HULLEp) HOUR ABLE END 2P (212) 1x6HDR 2X4 ITU FOOF TRUE/ LAYER 5' -10 1/8" 3' -10" 3' -10" EA 51pF 10' -5" 1' -8" 3 -8 1/2" _ __21 9 / _ — Y � `'°� a �� 1L. LES GROUT SHELF ONLY OPTION I � 22 � * ELEVATION .IIY a SHELF/ FULL SURROUND OP FIREPLACE OPTION - rloN 4' -0" ry r TED WALL U305,0 SCG__: I/4" I' -0" 16" OPEN SPACE - WALL W/ (1) IN FRAMING FOR ° ;15 WA GYP S. F. CALCULATIONS IvENT DOLT OPTION • BASE OPTI 3 I/2" ON OPTIONAL v UNFINISHED BSMT, 228 SF 26 SF DIRECT VENT - -- -- FIREPLAD PARTIAL. FIRST FLOOR PLAN B C D PARTIAL SECOND ED BSMT, 60 SF 211 5F FRAME BOX FINISH r n I/04 FIRST - _29 -- TT 0 FLOOR 814 SF 829 SF W/ BAY TO CEILING NoTe. 22' -0' [[e e,v roe Q��^f��, X --- / _ _. SECOND FLOOR 1s1 sF r2 sF w/ BAY PLAN F^� 'BN' SCALE: /4„ - -- 4L D GARAGE 164 SF 453 IF N" FLOOR PLAN C I 0' TOTAL FINISHED 1640 SF 18 12 SF 5 ALE I/4" - b 0I U- Q�1 t61 Oi Q> 0 U o b E �U 41 U 0 blb m 41 � 0 U ggmvF °sm�gamao Wv IQs m� Wi i) QO 0 m 0 m v m Lu c..7 d 7 j l Q y IL u1 L BID y y W E LO ff�� fL �D Z LL LL w ilJLI � N 6J J N oQ d m 6 r 03 Y � `'°� a �� 1L. LES GROUT SHELF ONLY OPTION I � 22 � * ELEVATION .IIY a SHELF/ FULL SURROUND OP FIREPLACE OPTION - rloN 4' -0" ry r TED WALL U305,0 SCG__: I/4" I' -0" 16" OPEN SPACE - WALL W/ (1) IN FRAMING FOR ° ;15 WA GYP S. F. CALCULATIONS IvENT DOLT OPTION • BASE OPTI 3 I/2" ON OPTIONAL v UNFINISHED BSMT, 228 SF 26 SF DIRECT VENT - -- -- FIREPLAD PARTIAL. FIRST FLOOR PLAN B C D PARTIAL SECOND ED BSMT, 60 SF 211 5F FRAME BOX FINISH r n I/04 FIRST - _29 -- TT 0 FLOOR 814 SF 829 SF W/ BAY TO CEILING NoTe. 22' -0' [[e e,v roe Q��^f��, X --- / _ _. SECOND FLOOR 1s1 sF r2 sF w/ BAY PLAN F^� 'BN' SCALE: /4„ - -- 4L D GARAGE 164 SF 453 IF N" FLOOR PLAN C I 0' TOTAL FINISHED 1640 SF 18 12 SF 5 ALE I/4" - b 0I U- Q�1 t61 Oi Q> 0 U o b E �U 41 U 0 blb m 41 � 0 U ggmvF °sm�gamao Wv IQs m� Wi i) QO 0 m 0 m v m Lu c..7 d 7 j l Q y IL u1 L BID y y W E LO ff�� fL �D Z LL LL w ilJLI � N 6J J N oQ d m 6 r 03 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 2nd 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. tke'L�' Ka J. t r dt, lje uty Clerk Subscribeo and sworn to before me this � day of , 2013. Notary Pu KIM T. MEUWISSEN Notary rY Public- Minnesota •.�. My commission Expires Jan 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 the agenda. 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 town homes-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: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please 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 saliaff(a)-ci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online 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 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 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, de pending on the order of the agenda. 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 town homes-SouthWest Village Townhomes A licant: 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: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please 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 saliaff (o- )ci.chanhassen.mn.us or by phone at 952 - Comments: 227-1134. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online 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 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 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. 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 & PATRICIAA 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 C 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: 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 PUBLIC HEARING: ND SOUTHWEST VILLAGE 2 ADDITION, PLANNING CASE 2013-19: REQUEST FOR PRELIMINARY PLAT REVIEW OF 2.75 ACRES OF PROPERTY ZONED PLANNED UNIT DEVELOPMENT (PUD) AND LOCATED AT THE NORTHEAST CORNER OF HIGHWAY 101 ND AND LYMAN BOULEVARD (SOUTHWEST VILLAGE 2 ADDITION); AND SITE PLAN 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 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-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-Jaff: 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 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. Al-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. 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. 3 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 st 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. Al-Jaff: 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-Jaff: 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 4 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. 5 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 th so that you can take a look at this and follow this item before the City Council again on September 9, 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 further discussion? Undestad moved, Yusuf seconded that the Planning Commission recommends that City Council nd the preliminary plat for Planning Case 2013-19 for SouthWest Village 2 Addition approve 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. 6 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. 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 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.” 8 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. 9 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 stth may not have a meeting on October 1. We’ve already cancelled the 17 but we do have items that will th 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 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