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HomeMy WebLinkAbout2016.04.28 PC PacketAGENDA HUGO PLANNING COMMISSION THURSDAY, APRIL 28, 2016 HUGO CITY HALL 7:00 p.m. A. ROLL CALL (Arcand, Kleissler, Knauss, Lessard, McRoberts, Patzner, Rosenquist) B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. February 25, 2016 2. April 14, 2016 —Safety Workshop D. PUBLIC HEARING Victor Gardens North Village 7th Addition — PUD Amendment & Preliminary Plat E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or riuba(aa_)ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of February 25, 2016 Chair, Kleissler called the meeting to order at 7:00 p.m. PRESENT: Arcand, Kleissler, Knauss, Patzner, Rosenquist ABSENT: Lessard, McRoberts, STAFF: Rachel Juba, Planner Rachel Leitz, Community Development Assistant Approval of Minutes for the Planning Commission Meeting of January 14, 2015 Commissioner Rosenquist made a motion, seconded by Commissioner Knauss, to approve minutes for the meeting of January 14, 2016. All Ayes. Motion carried. Commissioner Arcand abstained. Amcon Construction Company, LLC, on behalf of Growing Generations Daycare — Site Plan Leitz described that applicant is requesting approval of a site plan for a 9,301 sq. ft. commercial daycare building on a property located north of Frenchman Rd. (CSAH 8) and west of Everton Avenue. Leitz stated that Frenchman Place 1St Addition was created in 2008, Frenchman Place 2nd Addition in 2012, and now the applicant is requesting approval for Frenchman Place 3rd Addition. Leitz presented on topics regarding building materials, architecture, trash enclosure, mechanical equipment screening, lighting, signage, parking, setbacks, landscaping, drainage/grading, utilities, streets, and sidewalks/trails. Leitz believed the proposed building would integrate well within the Frenchman Place development, as well as Victor Gardens to the south. Leitz concluded be saying that staff had reviewed the site plan for consistency with ordinance standards and the City's commercial and industrial design guidelines and that staff finds the application is consistent with the standards subject to the recommended conditions mentioned in the attached resolution. She stated that staff recommended approval of the site plan for the commercial building, subject to the conditions listed in the attached resolutions. Chair Kleissler invited the applicant to the podium to introduce themselves. Jessica Sharp approached the podium and stated that she and her partner, Laura, would be the owners/ directors of the facility. She stated that they both have 15 years of childcare experience. She indicated that she previously managed a childcare center near Hugo and knew many kids that went to Oneka and Hugo Elementary and is excited to get back to this area. She thanked the Planning Commission for hearing their request Commissioner Patzner stated that in the architectural drawings, there is a section of fence that is four feet and another sections that is six feet. Patzner asked the applicant why that was. Mark Huus, Amcon Construction Architect, approached the podium. He stated that the entire perimeter of the fence would be six foot, but the fence that separates the two age groups would be 4 foot tall. Commissioner Arcand asked staff why so many parking spaces are needed for a daycare use. Planning Commission February 25, 2016 Page 2 Leitz stated that the City Code does not have specific requirements for a daycare facility, but the thought behind the amount of spaces is that if this facility were to transition into a different retail use, that number of parking spaces would potentially be needed. Commissioner Knauss added that daycare facilities run programs for the children and parents. She stated that when those programs are running, many parking spaces are needed to accommodate the parents. Commissioner Knauss asked the applicant about the market analysis for daycare facilities in this area. She stated that there have been a few commercial daycares that have closed and believed there was a daycare that was under enrolled, so was interested. Jessica Sharp stated that she has been in the area for a year and a half and has gotten to know many families during that time. She stated that she thinks there is a need in the area. Jessica described that she currently works for a corporate center and is very different, therefore is opening her own center. She stated that she believes she can offer more than a corporate center because she does not believe a child should be just a number. Jessica concluded by saying that she wants to be a part of this area and its growth and believes she can offer something to the community. Commissioner Arcand stated that he liked the project and the building's design. Commissioner Rosenquist agreed. Commissioner Knauss stated that she liked the idea of adding additional stone to the main entrance, especially bringing the stone all the way up the two front pillars. She believed this would delineate that more as a front entrance. Commissioner Patzner asked how the applicant was approaching the issues with the wetlands on site. Dennis Cornelius, Amcon Construction, came to the podium. He stated it is a two for one replacement for the wetland. He also described that the current business park has reserved credits for this site, but approval needs to be granted from the TEP. He stated that the group is prepared to put up an escrow to cover costs if those excess credits are not available. Juba stated that the applicant was correct and is going through the TEP for sequencing to impact the wetland. With the previous plans for Frenchman Place, they were showing impacts to wetlands on this site and that mitigation or replacement of wetlands was going to happen somewhere else on the site, which it has. The applicant is working with the TEP for those impacts, but hasn't received final approval yet. Juba stated that the comment period concluded tomorrow (2/26/16), but by talking to our contracted engineer and natural resource engineer, they seem to think that the notice of decision will be an approval. Commissioner Arcand made a motion, Commissioner Rosenquist seconded, to recommend approval of the site plan subject to the conditions listed in the resolutions. All Ayes. Motion carried. Planning Commission February 25, 2016 Page 3 Schedule Active Shooter Training in April Juba stated one item on the 2016 goals was to schedule an active shooter training. Since it was on the Planning Commission goals, staff would like the Planning Commission to agree on a date in April and then staff will invite the other commissions to participate on this date. The Planning Commission stated that they would like to have it on one of the regularly scheduled dates. Juba stated that staff will send out an e-mail confirming which date, either April 14th or April 281h, the active shooter training will be held on. Commissioner Knauss asked if that will be an executive session because of security. Juba stated that it would be a closed session. Appointment to Ordinance Review Committee Juba stated that at the last Planning Commission meeting, the Commission tabled the appointment to the Ordinance Review Committee (ORC). She reminded the Commission that it was suggested that staff ask Commissioner Arcand if he would be interested in serving on this committee. Juba stated that staff talked to Commissioner Arcand and he would like to join the ORC. Commissioner Rosenquist motioned, Commissioner Knauss seconded, to take the appointment to the Ordinance Review Committee off the table. All Ayes. Motion carried. Commissioner Rosenquist motioned, Commissioner Knauss seconded, to recommend Commissioner Arcand be appointed to the Ordinance Review Committee. All Ayes. Motion carried. Discussion on 2016 goals Juba thanked the Commission for attending the goal setting workshop. She wanted to present the Planning Commission with the goals that were discussed and approve them, if there were no further changes. Juba stated the goals were as follows: Discussion of the 2040 Comprehensive Plan, zoning ordinance text amendments, and training. Juba reminded the Commission that there was a lot of talk regarding the City identity at the workshop, but she did not add that to the goals, but instead passed that along to the beautification subcommittee. Commissioner Arcand made a motion, Patzner seconded to approve the 2016 Planning Commission Goals. All Ayes. Motion carried. Adjournment Commissioner Arcand made a motion, Commissioner Rosenquist seconded, to adjourn at 7:33 p.m. Planning Commission February 25, 2016 Page 4 All Ayes. Motion carried. Respectfully Submitted, Rachel Leitz, Community Development Assistant Minutes for the Planning Commission Meeting of April 14, 2016 Chair, Kleissler called the meeting to order at 7:00 p.m. PRESENT: Arcand, Kleissler, Lessard, McRoberts, Rosenquist ABSENT: Knauss, Patzner. STAFF: Bryan Bear, City Administrator Rachel Juba, Planner Rachel Leitz, Community Development Assistant ALSO PRESENT: Dave Strub, Parks Commission Kathy Brevig, Historical Commission Sgt. Wayne Johnson, Washington County Security Meeting The Planning Commission invited all Commissions to the meeting this evening to discuss the security measures at Hugo City Hall and other municipal buildings in Hugo. State Statute 13D.05 Subd.3 (d) allows for meetings to be closed to discuss issues related to security. Adiournment Commissioner McRoberts made a motion, Commissioner Rosenquist seconded, to adjourn at 9:01 p.m. All Ayes. Motion carried. Respectfully Submitted, Rachel Leitz, Community Development Assistant Agenda Number 0 1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Planner SUBJECT: Kettler Construction, Inc. Request for a Preliminary Plat and PUD Amendment for "Victor Gardens North Village 7t' Addition" consisting of 33 townhome units on 8.51 -acres located north of Rosemary Way and east of Elmcrest Avenue North. DATE: April 7, 2016 for the Planning Commission Meeting of April 28, 2016 ZONING: Planned Unit Development (PUD) 60 -DAY REVIEW DEADLINE: May 30, 2016 1. DESCRIPTION OF REQUEST: The applicant is seeking approval of a PUD amendment and a preliminary plat for 33 townhome units (27 detached units and 6 attached units) on the 8.51 acre property. The applicant is proposing the modification in order to develop a different style of townhome than was previously approved. The change results in a reduction in the number of homes on this site from 64 units to 33 units. 2. BACKGROUND: In November of 2000, the City Council approved a PUD Concept Plan for Victor Gardens. The approved concept plan included 670 housing units and 185,000 square feet of commercial/institutional buildings on 220 acres. On February 22, 2005, the City Council approved a preliminary plat and PUD general plan for "Victor Gardens North" consisting of 198 townhome units and approximately 69,900 square feet of neighborhood office/retail on 46.43 -acres. On May 2, 2005, the City Council approved a final plat for the initial phase of commercial development on Lot 1 (Festival Foods) and two commercial outlots (which are now a vacant lot and Blue Heron Grill). Victor Gardens North Village 71 Addition Page 2 On July 5, 2005, the City Council approved a final plat for the eastern 82 townhomes and an outlot of the subject parcels for the remaining 104 townhomes. On April 21, 2008, the City Council approved a preliminary plat and PUD amendment for the subject parcel to modify the townhome product design and reduce the number of units to 72. The approved products were 8 and 10 unit townhomes known as the Vantage and 4 unit townhomes known as the Courtyard townhomes. On June 16, 2008, the City Council approved the final plat for the Courtyard townhomes, 8 multi -family units (two 4-plex buildings). Only one of the buildings was built. This leaves a lot platted for another Courtyard townhome and the two remaining outlots which are the subject parcels. 3. CONTEXT: A. Surrounding Land Use and Zoning The property to the south, across Rosemary Way, is part of this development (Victor Gardens North Village) and is developed with Ideal Credit Union, Kwik Trip and a Park Dental. The property to the west is farmland in the City of Lino Lakes. The property to the east is a previously approved phase of townhomes in Victor Gardens North. The property to the north is zoned Agriculture and consists of 10 -acre residential parcels. B. Natural Site Characteristics The site is currently vacant and was platted as an outlots as part of a previous addition in the Victor Gardens development. The site contains multiple wetlands and was previously graded in preparation of development. 4. ANALYSIS: A. Level of City Discretion in Decision -Making The City has a relatively high level of discretion in approving PUD amendments. A PUD must be consistent with the City's Comprehensive Plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety and welfare of the community and surrounding area. 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 Comprehensive Land Use Regulations. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards The Victor Gardens PUD is a compact, mixed-use development consisting of residential, retail, office, and institutional uses. The proposed planning and design approach is Victor Gardens North Village 7' Addition Page 3 commonly referred to as Traditional Neighborhood Development (TND), In short, the design concept includes 1) neighborhoods defined by public spaces, 2) a range of housing types, 3) street designs and pedestrian walkways that keep cars in perspective, 4) architecture that responds to its surrounding and local traditions, and 5) a mix of land uses to meet the daily needs of residents. PUD Amendment The applicant is requesting a PUD amendment to re-6se the plans as follows: Instead of the Vantage and Courtyard townhomes, the developer is proposing two new products that have not yet been built in Victor Gardens. A slab on grade patio style home and a slab on grade twinhome, both with optional lofts. The slab on grade units are marketed towards empty nesters, retirees and active adults. The buildings have a single level, optional lofts, 2 -car garages and covered porches. These units provide a housing option that is limited in Hugo and staff believes this is a good addition to the neighborhood. The applicant has stated that the development will have a Home Owners Association (HOA) and maintenance would be provided for items, such as, common space, landscaping, snow plowing, and garbage removal. Building Materials /Elevations The applicant has proposed vinyl lap and shake siding with aluminum trim, stone and brick accents, and asphalt roofing. Material samples and details have been provided. Staff reviewed the plans to ensure that building elevations now approved were consistent with the architectural quality previously approved and the Hugo Multi -family Design Guidelines. The guidelines suggest the following: • Higher quality materials (other than lap siding) shall cover at least 25% of the building and should be incorporated on all sides. • Architectural elements used on the front elevation (such as brick or stone, shutters, etc) shall be continued on all elevations. • Garage doors should match the main color of the unit. • A variety of colors are encouraged to be used on the units. • Mechanical equipment shall screened in an aesthetically pleasing fashion, such as landscaping. The applicant has provided several different color packages that emphasize the beige/grey color palette, with some contrast proved primarily by, the gables, with horizontal siding and shake colors. All garage doors should be a color to minimize the impact of the garages. Victor Gardens North Village 71 Addition Page 4 Staff finds that in general, the proposed units meet the intent of the Victor Gardens PUD and the Multi -family Design Guidelines, however; we note the following for Planning Commission consideration: The patio home units and the twinhome units should provide additional architectural elements, from the front elevations, on the side and rear elevations. This will be different for each elevation, but the architectural elements used on the front elevation (such as brick or stone, shutters, etc) shall be continued on all elevations. • The plans should clearly identify how the mechanical equipment for the townhomes will be screened. The mailbox locations should be shown on the plans and should be designed to be architecturally compatible with the homes in the development. Staff will continue to work with the applicant in these items and has made them conditions of approval. Setbacks The applicant is requesting flexibility on setbacks. The setbacks approved as part of the original PUD are as follows: Minimum front yard setback (from 2ublic street) 15 feet Minimum setback between buildings 20 feet Minimum setback around the perimeter of the site 30 feet (exterior nronerty lines) The applicant is proposing the following setbacks: Minimum front yard setback from private street 20 feet Minimum setback between buildings 10 feet Minimum setback around the perimeter of the site 25 feet Minimum setback around the perimeter of the site 20 feet (Rosemary Wav) Although the applicant is requesting the minimum setback between buildings to be 10 feet, the majority of the buildings are 15 feet apart. There are a few instances where there are 10 feet between buildings. The applicant has a combination of front loaded and side loaded garages. The guidelines discourage garage forward design in an effort to eliminate a garage dominating view from the street. Although the applicant has some garage forward units, they have done a good job eliminating the garage dominating street view by staggering the front setback of each unit and providing side loaded garages. Victor Gardens North Village 7' Addition Page 5 SidewalkslTrai is Sidewalks are provided on both sides of Rosemary Way. In addition, there is a 10 foot trail easement along the western boundary of the plat to accommodate the future trail. The applicant is proposing to build a portion of the trail to Rosemary Way. Signage No development signage is proposed at this time. If there is signage proposed at a later date, a sign permit shall be approved and issued by the City. Parking Parking for the townhomes is required at 2.5 stalls per unit. Each unit has a two -car garage. The driveway in front of the garage is a minimum of 22 feet long, in order to accommodate parking in front of the units. Additional guest parking is required at a rate of one space per five units (for a total of 7 spaces). The applicant has indicated that the streets will be constructed to be 28 feet wide and can accommodate on street parking. Staff agrees with the applicant that the streets will be sufficient for guest parking. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for the development. The landscape plan exceeds ordinance requirements. The plan shows landscaping around the perimeter of the site as a buffer, as required by the original PUD approval. The applicant is currently showing 35 units on the landscaping plan. The applicant shall update the landscape plan for the 33 unit plan design. The applicant is also showing open space that includes a pergola and landscaping as a gathering space for the residents. The applicant has stated that this would be a good location for a set of mailboxes. Park Dedication The developer had previously satisfied park dedication requirements and no additional dedication is required. StreetsMccess Access to the site is provided by Rosemary Way and Elmcrest Avenue. There are no public streets proposed within the development. The private drives within the development would be maintained by the Homeowners Association (HOA). Victor Gardens North Village Th Addition Page b Grading/Drainage The site was graded several years ago as part of the Victor Gardens North Village development. As a result, the proposed grading is relatively minor. The stormwater management plan for the Victor Gardens North Village was designed to manage the majority of the stormwater for this site. The plans include minor modifications to the pond on the northwest corner of the property to serve the remainder of the plat. The stormwater pond located south of Rosemary Way directly south of the development will serve the majority of the project area. The applicant will need to complete an as -built survey of the pond to verify that it remains consistent with the original design. Wetlands The wetlands located near the west and south access roadway locations (as graded) are under review by the Technical Evaluation Panel (TEP) for'consideration as incidental wetlands. Staff expects that the wetlands will be deemed incidental due to grading; however; the formal approval is pending. Utilities The storm sewer facilities will be privately owned and maintained by the HOA. The sewer and water will be publicly owned and maintained. The sewer and water will be located within Outlot A and the associated drainage and utility easement. Preliminary Plat The applicant is requesting approval of a preliminary plat to allow the creation of 33 townhome units on this 8.51 -acre site. Lot Size The PUD district has no minimum standards for lot size; however, the proposed development would comply with the intent of the original PUD plan. C. Conclusions Staff has reviewed the PUD amendment and preliminary plat for consistency with the applicable standards outlined in the Comprehensive Land Use Regulations and finds that the applications are generally consistent with the standards with the conditions of approval as recommended in the attached resolutions. The developer complies with the intent of the original PUD approvals to provide a traditional neighborhood development. Victor Gardens North Village Th Addition Page 7 Staff finds that the proposed architecture of the new buildings meets the minimum standards expected within this PUD and the minimum standards of the Hugo Multi- family Design Guidelines, with the conditions listed in the resolution. 5. RECOMMENDATION: Staff recommends approval of the draft resolutions appro,-ing the PUD amendment and preliminary plat, subject to the conditions listed in the attached resolutions. ATTACHMENTS: 1. Location Map 2. Approving PUD Amendment Resolution 3. Approving Preliminary Plat Resolution 4. Developers Narrative 5. Engineers Memo dated April 21, 2016 6. Approved Plan from 2008 7. Proposed Preliminary Plat dated April 22, 2016 8. Proposed Civil Plans dated April 18, 2016 9. Proposed Landscape plan stamp dated April 15, 2016 10. Proposed Aspen III Patio Home Elevations 11. Proposed Chestnut III Patio Home Elevations 12. Proposed Twinhome Elevations CITY OF HUGO RESOLUTION 2016 - APPROVING A PUD AMENDMENT FOR KETTLER CONSTRUCTION, INC. FOR "VICTOR GARDENS NORTH VILLAGE 7TH ADDITION" ON PROPERTY LOCATED NORTH OF ROSEMARY WAY AND EAST OF ELMCREST AVENUE NORTH WHEREAS, Kettler Construction, Inc. has requested approval of a PUD Amendment to allow construction of 33 townhome units on 8.51 -acre property legally described as follows: Outlot A and Outlot B, Victor Gardens North Village 5th Addition, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the PUD Amendment at a duly called Public Meeting and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Kettler Construction, Inc. for a PUD Amendment, subject to the following conditions: 1. A PUD Amendment is approved to allow the creation of 33 townhome units in accordance with the plans received by the City on March 30, 2016, April 15, 2016, April 21, 2016, and April 22, 2016, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested preliminary plat. 3. The development shall be consistent with the Victor Gardens PUD concept plan approvals (Resolution # 2000-47), and Victor Gardens North PUD approvals (2005- 05 and 2005-06), except as otherwise noted herein. 4. Private driveways in front of the townhome garages shall be a minimum of 22 feet long to accommodate parking. Resolution 2016 - Page 2 The developer shall create, or join, a Home Owners Association (HOA) for the purposes of maintenance of items within the common areas (Outlot A). 6. All platted townhome lots shall comply with the following setbacks: 7. Prior to final plat approval, the applicant must comply with the following conditions: Architecture a. The elevations for the patio homes and twinhomes shall be revised to provide architectural elements used on the front elevation (such as brick or stone, shutters, etc) continued on all elevations. Staff shall review and approve the elevations. b. All building elevations shall receive nearly equal treatment and visual qualities. c. The developer shall submit a design palette (including material samples) for the entire project for City review and approval. The palette shall include colors for siding, shakes, shutters, shingles, brick, and stone. Building colors and materials shall be harmonious throughout the development. d. No adjacent home shall have the same front elevation or colors. Materials shall be consistent with the architectural plans and design palette to be reviewed and approved by City staff. e. The plans must be revised to clearly identify how the mechanical equipment for the townhomes will be screened. Signage f. No development signage is proposed or approved. If signage is proposed at a later date it shall be reviewed and approved by the City and a sign permit shall be issued. The sign shall be consistent with the development and the located shall be reviewed and approved by staff. Parks and Trails g. A 10 -foot trail easement is provided along Elmcrest Avenue for the future trail. This easement shall be shown on the plans. Resolution 2016 - Page 3 h. The planned future trail along Elmcrest Avenue shall be constructed and paid for by the developer. i. Park dedication requirements for this site have been met with previous additions. No additional park dedication is required for this phase. Landscaping J. The applicant shall revise the landscape plan to show the proposed 33 units. Miscellaneous k. The applicant shall comply with all conditions from the City Engineer's memo dated April 21, 2016. 1. The developer must obtain all necessary stormwaten management and WCA permits from the City. m. The applicant shall complete an as -built survey of the stormwater pond south of Rosemary way that serves this site. n. The applicant shall provide copies of the development covenants/HOA documents for City review. A copy of the covenants/HOA documents shall be filed with the final plat. o. The applicant shall provide copies of the cross access and maintenance agreements for City review. These documents shall be recorded with the final plat for the shared private drives and parking. 8. Prior to issuance of building permits, the applicant must comply with the following conditions: a. The homeowner's association documents shall include language to ensure that the enclosed garage spaces are maintained for vehicle parking and that parking of snowmobiles, boats, RVs and other recreational vehicles in the driveway is discouraged. The covenants should be drafted to prohibit the storage of anything in the garage or driveway that would prevent the storage and parking of vehicles. b. The homeowner's association documents and sales information shall note that the property to the north is zoned Agricultural (AG) and that the intent of this district is to provide an area for the production of livestock, dairy animals, dairy products, poultry or poultry products, fur -bearing animals, horticultural or nursery stock, fruit, vegetables, forages, grains, timber, trees, or bees and apiary products, and other uses dependent on the inherent productivity of the land. c. The developer's architectural control committee (ARC) shall review and approve all building designs for compliance with this resolution, prior to building permit Resolution 20I6 - Page 4 submittal. A written copy of the ARC approval shall be submitted with the building permit application for each building. The City shall review the building architecture for compliance with the approved plans prior to issuance of building permits. d. At the time of final plat approval for each phase of the development, the applicant shall submit PUD Final Plans for the review and approval of the City staff. e. The applicant shall obtain all necessary local, state, and federal permits. 8. Prior to issuance of a certificate of occupancy for the first building, the applicant must comply with the following conditions: a. The landscape buffer around the perimeter of the site shall be fully installed. b. The trail along Elmcrest Avenue shall be constructed. WHEREUPON, said Resolution was declared duly passed and adopted by the City Council for the City of Hugo this 16a' of May, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO RESOLUTION 2016 - APPROVING PRELIMINARY PLAT FOR KETTLER CONSTRUCTION, INC. FOR "VICTOR GARDENS NORTH VILLAGE 7 T1 ADDITION" ON PROPERTY LOCATED NORTH OF ROSEMARY WAY AND EAST OF ELMCREST AVENUE NORTH WHEREAS, Kettler Construction, Inc. has requested approval of a preliminary plat to allow construction of 33 townhome units on the 8.51 -acre property legally described as follows: Outlot A and Outlot B, Victor Gardens North Village 5th Addition, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Kettler Construction, Inc. for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 33 townhomes in accordance with the plans received by the City on March 30, 2016, April 15, 2016, April 21, 2016, and April 22, 2016, except as amended by this resolution. 2. Approval is contingent upon the City Council approval of the requested PUD amendment. 3. The development shall be consistent with the Victor Gardens PUD concept plan approvals (Resolution # 2000-47) and Victor Gardens North PUD approvals (2005-05 and 2005-06), except as otherwise noted herein. 4. Outlot A shall be owned and maintained by the Home Owners Association (HOA). 5. Park dedication requirements for this site have been met with previous additions. No additional park dedication is required for this phase. 6. Prior to the release of the final plat for recording, the developer must comply with the following conditions. a. The developer must comply with all conditions outlined in the City Engineer's memos dated April 21, 2016. Resolution 2016 - Page 2 z�. The developer must obtain all necessary stormwater management and WCA permits from the City. b. The applicant shall complete an as -built survey of the stormwater pond south of Rosemary way that serves this site. b. The developer shall obtain all necessary local, state, and federal permits. c. Development standards for the project shall be as approved with Resolution 2016- , for the PUD. d. The developer shall provide the Homeowners Association {HOA} documents for review and approval by staff. 7. Prior to the issuance of building permits, the developer must comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. WHEREUPON, said Resolution was declared duly passed and adopted by the City Council for the City of Hugo this 16th day of May, 2016. Torn Weidt, Mayor ATTEST: Michele Lindau, City Clerk i -� 1'�"tl-"'�T K._.� IL Ey CONSTRUCTION, INC 2 Southpointe Court North Oaks, MN. 55127 Builder License # BC626504 Greetings City of Hugo Administrative Staff, Planning Commission, and City Council Members, My name is Richard Kettler, and I am a developer/general building contractor doing business as Kettler Construction, Inc. I am not new to the City of Hugo. I had previously developed and, in 2011, completed the development known as Fenway Place. It is located at the intersection of Fenway Avenue and 141st Street North. It consists of 19 twinhomes, or 38 total units. The twinhomes are composed of two different floor plans and a mixture of slab on grade, lookout, and walkout designs. I recently purchased an undeveloped parcel of property known as Victor Gardens North Village 7th Addition. It is approximately a nine acre site Ionated on the Northeast corner of Elmcrest Avenue North and Rosemary Way. A final plat of this parcel was previously approved as a PUD (Planned Unit Development) by the City of Hugo on June 16, 2008 (Resolution 2008-30). The proposed developer/builder was the Rottlund Company. Their approval consisted of 72 townhome units consisting of 3 story buildings with 10 unit, 8 unit, and 4 unit configurations. I am proposing less than half that density, or 33 total units, which will consist of one level, slab on grade villas, with an optional loft. To accommodate our proposed plan, I am requesting an amendment to the existing PUD. With an amended PUD, I am requesting the following development considerations: That the setback on Rosemary Way be reduced from 30 feet to 20 feet That the setback on Elmcrest Avenue be reduced from 30 feet to 25 feet That the streets be constructed as private vs. public That the side yard setbacks are 15 feet, and 13.8 foot avg. side yard setbacks on NE cul de sac That the front yard setbacks are 20 feet for side load garages, 22 feet for front load garages Over the last two months, my engineering consultant, Chuck Plowe, and i have worked closely with Rachel Juba and her staff, during which time we have revised and tweaked our original concept, based on staff comments. Along with the expertise and imagination of Chuck Plowe, we have designed a concept plan that I believe meets everyone's needs. Some of the key points in this concept plan that make it unique and interesting are: 1) We have a nice mixture of attached and detached units. There are 27 detached units and 6 attached units (three twinhomes). 2) We have staggered most of the unit's front setbacks to avoid the typical townhome development look where there are townhome after townhome with the same front setback. This not only creates visual interest, but also helps eliminate having side windows facing each other between adjacent buildings. 3) We have further avoided the typical townhome feel by offering a mix of front and side load garages. Of the 33 total units, 14 will have side load garages, and 19 will have front load garages. 4) We have thoughtfully planned the position of the front and side load garages to minimize driveways facing each other on a common street. APR 6 4 2016 El --ti (651)248-1174 j (4 Greetings City of Hugo Administrative Staff, Planning Commission, and City Council Members, My name is Richard Kettler, and I am a developer/general building contractor doing business as Kettler Construction, Inc. I am not new to the City of Hugo. I had previously developed and, in 2011, completed the development known as Fenway Place. It is located at the intersection of Fenway Avenue and 141st Street North. It consists of 19 twinhomes, or 38 total units. The twinhomes are composed of two different floor plans and a mixture of slab on grade, lookout, and walkout designs. I recently purchased an undeveloped parcel of property known as Victor Gardens North Village 7th Addition. It is approximately a nine acre site Ionated on the Northeast corner of Elmcrest Avenue North and Rosemary Way. A final plat of this parcel was previously approved as a PUD (Planned Unit Development) by the City of Hugo on June 16, 2008 (Resolution 2008-30). The proposed developer/builder was the Rottlund Company. Their approval consisted of 72 townhome units consisting of 3 story buildings with 10 unit, 8 unit, and 4 unit configurations. I am proposing less than half that density, or 33 total units, which will consist of one level, slab on grade villas, with an optional loft. To accommodate our proposed plan, I am requesting an amendment to the existing PUD. With an amended PUD, I am requesting the following development considerations: That the setback on Rosemary Way be reduced from 30 feet to 20 feet That the setback on Elmcrest Avenue be reduced from 30 feet to 25 feet That the streets be constructed as private vs. public That the side yard setbacks are 15 feet, and 13.8 foot avg. side yard setbacks on NE cul de sac That the front yard setbacks are 20 feet for side load garages, 22 feet for front load garages Over the last two months, my engineering consultant, Chuck Plowe, and i have worked closely with Rachel Juba and her staff, during which time we have revised and tweaked our original concept, based on staff comments. Along with the expertise and imagination of Chuck Plowe, we have designed a concept plan that I believe meets everyone's needs. Some of the key points in this concept plan that make it unique and interesting are: 1) We have a nice mixture of attached and detached units. There are 27 detached units and 6 attached units (three twinhomes). 2) We have staggered most of the unit's front setbacks to avoid the typical townhome development look where there are townhome after townhome with the same front setback. This not only creates visual interest, but also helps eliminate having side windows facing each other between adjacent buildings. 3) We have further avoided the typical townhome feel by offering a mix of front and side load garages. Of the 33 total units, 14 will have side load garages, and 19 will have front load garages. 4) We have thoughtfully planned the position of the front and side load garages to minimize driveways facing each other on a common street. 5) We are offering four floor plans to choose from. Although they are all basically the same footprint, you couldn't distinguish from the outside because they will have different architecture, elevations, colors, and exterior stone applications. 6) We are offering several different color schemes, with the stipulation that the same base color cannot be used with by any two adjacent buildings. The base siding and trim will consist of vinyl products. Concerning the townhome units, my recent experience with clients in other communities indicate that there is a need for slab on grade units with no steps, no maintenance, a minimum of two bedrooms, two baths, approximately 1,700 total square feet, in a quiet neighborhood close to shopping, freeway access, and priced under $300,000. Most customers, if given a choice, prefer a detached townhome. I am offering four different floor plans that will accomplish these needs. We are abiding by the same PUD landscape requirements in place with the previous Rottlund Company development, including perimeter trees along Elmcrest Avenue for screening, a landscape buffer along Rosemary way, a line of trees for a buffer along the north property line across from those townhomes, around the pont) on the northwest corner of the property, and a "gathering" space in the open area just east of the northwest pond. Each home will have a typical foundation plan, per city requirements, as provided by Abrahamson Nurseries. In addition, there will edging and landscape rock around the perimeter of the building, and sod between each unit. There will be a homeowners association (HOA) in place for this development. It will require monthly dues to be paid by each homeowner to the management company for irrigation, lawn cutting, snow removal, weekly garbage pick-up, and a reserve fund. It will also include payment of an insurance premium for coverage of the exterior of each unit. It will be the option of each homeowner to purchase individual insurance for the interior of their home. The amount of the monthly dues will be determined after a budget is prepared by the management company, Initially, the board of directors will consist of the builder, the property manager, and the real estate agent as the president, vice president, and treasurer. When the development is 75% sold, it will be turned over to the homeowners, who can elect their own board of directors from amongst the homeowners. Initially, the builder will act as the Architectural Review Committee (ARC). The HOA bylaws will require the new ARC to abide by the same architectural standards as initiated by the developer, so as to maintain the architectural intent throughout the development. I hope you are as excited about this new development as I am, and I look forward to working with the City of Hugo. Respectfully, PVJ-� Kzh6e� Richard Kettler Kettler Construction, Inc. I MISS ®�L Building a legacy—your legacy. April 21, 2016 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Preliminary Plat Review Victor Gardens North Village 7th Addition WSB Project No. 3288-020 Dear Ms. Juba: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed our review for the Victor Gardens North Village 7th Addition Site Plan and Preliminary Plat Review. The following information was received for review: * Preliminary Plat Review Application, dated 3/7/2016 * PUD Application, dated 3/7/2016 Drainage Narrative, dated 3/4/2016 HYDROCAD Report — 2008 Plan (Existing) & Proposed, dated 3/4/2016 ■ Drainage Area Maps —2008 Plan (Existing) & Proposed, dated 3/4/2016 ■ Storm Sewer Sizing Worksheet, dated 3/4/2016 ■ Certificate of Survey, Preliminary Plat & Civil Plans — Full Size, dated 3/4/2016 ■ Certificate of Survey, Preliminary Plat & Civil Plans —11x17, dated 3/4/2016 Based on the review of the site plan, we offer the following comments related to the application: Plat 1. The plat includes Outlot A, which will encompass all of the common areas as well as the private roadway, wetlands, and stormwater management features. The Outlot will be owned by the Homeowner's Association and will include a drainage and utility easement over all of it. 2. The plat indicates a 10 -foot -wide trail easement along Elmcrest Avenue which will be provided via document. Roadway/Utilities 1. The roadway and storm sewer facilities that serve the development will be privately owned and maintained. The design standards for the private roadways and storm sewer will be the same as those for public facilities. 2. The sewer and water will be publicly owned and maintained. The sewer and water will be located within Outlot A and the associated drainage and utility easement. Equal Opportunity Employer wsbeng.com x:403288-O20WdminiDo j3288-020 COM LTA-rfuba-042116-Pre11mP1at8vwFngMemoVG7t6.dou Ms. Rachel Juba April 21, 2016 Page 2 Grading/stormwater Management 1. The site was graded several years ago as part of the Victor Gardens North Village Development Project. The proposed site grading is relatively minor as a result. 2. The stormwater management plan for Victor Gardens North Village Addition was designed to manage the majority of the stormwater from this site. The plans include minor modifications to the pond in the northwest corner of the property to serve the remainder of the plat. 3. The stormwater pond located south of Rosemary Way directly south of the development will serve the majority of the project area. The applicant will need to complete an as -built survey of the pond to verify that it remains consistent with the original design. Wetlands 1. The wetlands located near the west and south access roadway locations (as graded) are under review by the TEP for consideration as incidental wetlands. We expect that the wetlands will be deemed incidental; however, the formal approval is pending. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 763-287-7192. Sincerely, WSB & Associates, Inc. nedy, PE t ngineer cc: Scott Anderson, Public Works Director Steve Duff, Senior Engineering Technician Katy Thompson, Water Resource Engineer (email only) Lydia Larson, Engineer (email only) srb K:103288-02OVdm1nSOnr t32a8-020 COM LMfubn-042116-PreiimPi tft.EMMe..VG7th.do. Bond. lin. 111111 I POND X �� :ECF\ZLQ� YEf1.AHD Ida* L . T: -- i I J I I I I I o ND da°� Pdamlfi f� TK 9 (Coko '/ . LIM n 12,,32:.1 I�p322d I t." 31a16n J, I, /t- -VMAND ' 1 4i ` b. mes Legal Description chutbt A, WCIDR GARBENS fa if WLLACE 2ND Mp110N, apappler, 9 to the nmrded Plat threat, Waaldnglon Count% Nan—ta. Development Data P%% trams unbar avers Nares wags IM A•nllba Sit. Ar.o.: Morimum Building Height POND .}. 2.501, ac . 0.47t oc _"_____ - Baa• - Lot 9, flask 2 494± Cie Taal sit. Arm: 12.74* m - LaneWetod. 3.3at oc. - Len Pane, (H.W.L.) Beat on. Joan Net She Ana: a55t ^� Reddan9al lint.: '4 - Courtyard Toper.. 29 anile - Vantage Toenhome 3B unit. - Twin Townham.p a unit. Total To.nhmne Unite 72 unit. Arm Sea Peri (Crap) Sar* wdb/.a. JD a STREET A WAY y s � Legal Description chutbt A, WCIDR GARBENS fa if WLLACE 2ND Mp110N, apappler, 9 to the nmrded Plat threat, Waaldnglon Count% Nan—ta. Development Data P%% trams unbar avers Nares wags IM A•nllba Sit. Ar.o.: Morimum Building Height - Late 1-11, Black 1 2.501, ac - Lot 12. ®oak 1 0.47t oc - tote 1-9, Bichat 2 a93t s, - Lot 9, flask 2 494± Cie Taal sit. Arm: 12.74* m - LaneWetod. 3.3at oc. - Len Pane, (H.W.L.) Beat on. Joan Net She Ana: a55t ^� Reddan9al lint.: - Courtyard Toper.. 29 anile - Vantage Toenhome 3B unit. - Twin Townham.p a unit. Total To.nhmne Unite 72 unit. Arm Sea Peri (Crap) Sar* wdb/.a. charm sap chrWly (Nat) a,e* "nits/o, Design Standards Zaino low Morimum Building Height 3 starie, Building Sstbarc Eda or Western - Pubno Ra.W. 15 It. - Pro).at Bwndmy 30 N. Minimum Driw.oy Length 22 K .Ab Street, An Sinai Will Be Prlalaly "-la,ned. 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N0; IO p"e _V = C m O OO�p E ma°i V �oO °?o va aV �v�'anli ^a tim -�L 06 J O v i o n c a¢ m m tC o o �2 V° m y 0 Y m u G o C¢ 2 n 9 Ic m0va°v �psa`Li�^' eqh •• vo°oo SOLL m� maaa�a �x cc v �('A a i7 co lA0 n00 iJg W� L � c: z c `m a rc o 0, a'=, rya z � Go E ill �o W � on e� aa•�N(y\I� al oc J Uul^ ::o�qy �Im n O w i 06 O z U VICTOR GARDENS NORTH VILLAGE ITH ADDITION TITLE SHEET, NOTES & LEGEND HUGO, MINNESOTA GENMU KITES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE ODNTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TWE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES CALL .811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SINE ELEVATION. AND LOCATION OF SEi EXISTING SANITARY WER, STORM SEWER, AND WATER MAIN AND NOTIFY I ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIHCATIONS AND DETAIL PLATES. I w THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER 3ERVCES TO EXISTING HOMES OR BUSINESSES STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBUC RIGHT-OF-WAY. 1 NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ,_.I.. CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERYCE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED 1WTH THE APPROPRIATE UTILITY COMPANY, I I SCENE." APR 2 2 2016 I U— cvW Know what's below. Call before you dig. INTI R+�� •., ly, W' Wv LEGEND --�xN— EMS11MG OVE'31EAD ELECTRIC —�¢— EXISTING UNDERGROUND TELEPHONE f EXISTIKG UNDERGROUND CABLE i EXISTING TELEPHONE PEDESTAL m EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL �W EXISTING UTILITY POLE ® LEGEND --�xN— EMS11MG OVE'31EAD ELECTRIC —�¢— EXISTING UNDERGROUND TELEPHONE —I�— EXISTIKG UNDERGROUND CABLE PJ EXISTING TELEPHONE PEDESTAL m EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL �W EXISTING UTILITY POLE ® EXI:.TINO LIGHT POLE »— EXISTING STORM SEWER —I— EXISTING WATER MAIN >— EXISTING SANIT%RY SEWER — FN — EXI=TING FORCEMAIK V EXIST,C STORM NANH OLE EIm EXISTING CATCH BASIN 0^ —93 EXISTING FLARED -END SECTION W920.80 EXISTING GATE VALVE EXISTING HYDRANT o,:,•V EXISTING WELL �I EXISTING SANITARY SEWER MANHOLE - .............pyD.,....,.., EXISTING CONTOUR EXISTING SPOT ELEVATION X90'4 EXISTING SPOT ELEVATION (HATCH mm GEVATIXN) O EXISTING BW MINOUS ® EXISTING BIYVNINOUS (TO BE REMOVED) X PROPOSED RETAINING WALL 'k EXISTING TREES EXISTING TREES (TO BE REMOVED) —.— EXISTING FENCE EXISTING WETLJNO VICINITY MAP PROPCSED WATER PIPE PROPOSED SANITARY SANITARY SEWER PIPE �_ PROPWED STORM SEWER PIPE PROPOSED DI AND CLEAN-OUT —ELEC— PROPOSED ELECTRIC SERVICE _GAS— PROPOSED CAS SERVICE —TEL_ PROPOSED TELEPHONE SERVICE ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN PROPOSED FLARED -END SECTION S� PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED SANITARY SEWER MANHOLE —129 PROPOSED CONTOUR 0^ —93 W920.80 PROPOSED SPOT ELEVATION I'AA1I!RUNE BRtXXNIXIS 'E. , LAOLWD m FACE .I UI OT9TN•1E WDICATID) PROPOSED SILT FENCE PROFOSED OIRECTION CP DRAINAGE PROPOSED BITUMINOUS PROPOSED CONCRETE PROPOSED RIP -RAP O PROPOSED RLTRATION MEDIA ® PROPOSED INLET PROTECTION ' gb00 — PROPOSED RETAINING WALL VICINITY MAP N.T.S. SHEET INDEX C1 TITLE SHEET, NOTES & LEGEND 02.1 GRADING, DRAINAGE & EROSIONCONTROL PLAN C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN 03.1 UTILITY PLAN C3.2 UTILITY PLAN C4.1 DETAILS C4.2 DETAILS C5.1 STORMWATER POLLUTION PREVENTION PLAN 05.2 STORMWATER POLLUTION PREVENTION PLAN CR,'.VN BY: OE810A sY: C.M. C,W.P. CHCNG BY; PROD. NO. C.W.P. 15-1588 ORIGINAL LATE: Em �Effi � ffia °z s j 3�W� 7 3a�g a S �aS w baa F 3 a C O_ w e � 3 0� -W . W W I PREPARED FOR: KETTLER r`nNIQTRI IRTInAI ) Iv SITE PLANNING 6 ENGINEERING PLOWS ENGINMING, INC. 5775 LACE DME SUITE 110 LINO LAKES, MN 55014 PHONE: (051) 951$210 FA1IMI)3111-11701 IVUFITM �1 cl L +ry YIN R - • •• . .. . t:rN1T N.T.S. SHEET INDEX C1 TITLE SHEET, NOTES & LEGEND 02.1 GRADING, DRAINAGE & EROSIONCONTROL PLAN C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN 03.1 UTILITY PLAN C3.2 UTILITY PLAN C4.1 DETAILS C4.2 DETAILS C5.1 STORMWATER POLLUTION PREVENTION PLAN 05.2 STORMWATER POLLUTION PREVENTION PLAN CR,'.VN BY: OE810A sY: C.M. C,W.P. CHCNG BY; PROD. NO. C.W.P. 15-1588 ORIGINAL LATE: Em �Effi � ffia °z s j 3�W� 7 3a�g a S �aS w baa F 3 a C O_ w e � 3 0� -W . W W I PREPARED FOR: KETTLER r`nNIQTRI IRTInAI ) Iv SITE PLANNING 6 ENGINEERING PLOWS ENGINMING, INC. 5775 LACE DME SUITE 110 LINO LAKES, MN 55014 PHONE: (051) 951$210 FA1IMI)3111-11701 IVUFITM �1 cl 69 TRIPE q1 9?2 Pi 9.99 PROPOSED S' WIDE BITUMINOUS PATH MIR .......... ........... . ...... . .............. m 920,8 SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWMR�. I C.M. . By' SEE SHEET C2.2 FOR GRADING & ESC NOTES cHCKD BY: ROCK CONSTRUCTION ENTRANCE PROJ. NO. C.VV'p157589 - o ORIGINAL DATE: DECEMBER 10:2015 E L M C Q E S':T ............... A E .21.C4N 0 k? 7 p F2' ��2c,41 20.72 'TRIPE .23 924ap 4-M4 �12-�76 "2.RA 922.57 ........................... M.m ........... . . . . ........... . .... o"N zzc -T71- . ............... .... . ......... .......... . ............ . ............... ......... ... ............ . ........ . ....... 321.02 ........... . ... .......... .............. 0 0 317 L 91&'7 918.,'2 .91H.11 WWI ...... 920.80 �77 ..............._..._.».,........-. ..... . .... —Wa ... ;0 q "0 z --------- ----------- ------ GAR= z GAR=923.9 rL 2 z . .......... W m a 921.001 21 3100 M 919.0 + .3 I II GAR -923.5 GAR=924.0 E E. YYYY921.30 J. I -OX 4— + 9 31 Ifs .3— . aj, V, P. J 86 -A- ....... _.....`'t CO., 56S 5 zi- P NV&=917.BLiz 92 > .21 3 50 q1 . 0 z 920-20t.=t 0 921.30 "N 922.00 It .9x do 6 41 I — — ' t I�+ 9 3' 4 f5 12 1 f......... ......PREPARED FOR: ..... - KETTLER -�V LT CONSTRUCTION GAR 925.0 ......... ......... . GAR -925.0 . . ... ....... ff + + s PROVIDE INLET SEDIMENT CONTROL FOR "T 0 ALL STORM SEWER INLETS WITHIN q. 6 N 2 R OF STRUCTURE INSTALLATION. PROVIDE ALSO SILT FENCE GAR=925.3 (TYP) NWL=916.2 FOR EXISTING STORM SEWER INLETS THAT N NJ SITE PLANNING WILL RECEIVE RUWOFF DURING SITE ENGINEERING 01.1 HWL=917.3 CONSTRUCTION. LEAVE IN-�j!-Af�t 1JNnt SITE HAS BEEN STABILIZED. (WP) PLOWS 4 7 ENGINEER uTIS LAKE DRIVE LLITE110 i y9 4 @ t LINO LAKES, MN 55014 m PHONE: (551)361-WlG GAR=925.1 ---v NORTH CURB 8 BITUMINOUS NOTES --k REMO 'AL AND DISPOSAL OF E)(IS7JNG STREET MATERIALS AS RE91JIREO FOR NOTE-- CONSTRUCTION IS CONSIDERED INC[CENTAL T - TOP OF WALL 9 . GROUND ELEV AT SAW -CUT E-ISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. BOTTOM OF WALL 0 Is -0 RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. SOIL BORING LOCATION BACKFlLUNG OF CURB 15 INCIDENTAL TO CURB INST,.LLATICN. I INCH- 30FEFT FOUR INCHES or CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. Know what's below. CURB ENDS SHALL TERNINATE IN A THREE-FOOT BEAVER lm- GRADING, DRAINAGE & EROSION CONTROL PLAN Call before YOU dig. VICTOR GARDENS NORTH VILLAGE 7TH ADDITION C21- CORK a BRONIINOOS NOTES REMOML AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED 1NCIOENTAL SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TD PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKPLUNG OF CURB IS INCIDENTAL TO CURC INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION, CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER T'1L lj�#1 SOIL BORING LOCATION f Know what's below. Call before you dig, ql PROVIDE INLET SEDIMENT CONTROL FOR ALL STORM SEWER INLETS WITHIN 24 HOURS OF STRUCTURE INSTALLATION. PROVIDE ALSO FOR EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUNOFF DURING SITE CONSTRUCTION. LEAVE IN-PLACE UNTIL SITE HAS BEEN STABILIZED. (TYP) r - SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAIN" 7"• CESIBN BY: 3878 C.M. C.W.P. 1 CHI BY: C.W.P. PROJ. NO, 15-i58B ORIGINAL DATE RESIDENTIAL TURF ORMINO, MRIROE al EROSION CONTROL NOTES PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PRO'ADE 1WMC0 INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF FP.OM CONSTRUCTION ACTIVITIES . CONTRACTOR TO PROVIDE TOPSOIL STOCI PILES AT LOCATION DESIGNATED BY OWNER, PACE STOCKPILES AS FAR FROM DRAINAGE WAYS VS POSSIBLE. PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF STOCKPILE IS To BE IN-PLACE LONGER THAN 7 DAYS, PROADE SEED AND MULCH. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATION- AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/110TE5 SOD 3878 .'.FED •• 38-9 • FOR TURF ESTABLISHMENT COMMERCIAL TURF MNOOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-151 (120 LES/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE} SOIL-Bu[LDING COVER MNDOT ME' 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT ML: 22-111 (30.5 LBS/ACRE) 2-5 -Ali COVER MNDOT MIX 22-112 (40 LES/ACRE) MULCH 3R82 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3805 CATEGORY • MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS " SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. ALL EROSION AND GEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED INTHE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPOES PHASE 11 PERMIT REQUIREMENTS, AND THE MPC .'S 'PROTECTING WATER OUAITY N URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA.' THE CONTRACTOR :HULL PROVIDE DESIGNATED CCNCRETE TRUCK WASHOUT AREA WITH APPROPMATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM STORM GRAINS, DITCHES, PONDS, OR OTHER STDRMWATER FEATURES. ALL UOUIO ANO SOLID WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FASIUTY OR IMPERMEABLE LINEA (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE). AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOZE OF PROPERLY. THE CONTRACTOR _-HALL MAINTAIN SILT FENCE. INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PAY ZPECLAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES IN-PLACE IN TH05E AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 341 OR GREATER. IF ANY SLOPES APPEAR TO BE FAILING, TIKE CONTRACTOR '.SHALL PROVIDE ADDITION -L SILT FENCE, SIOROLLS AND ERICSON CONTROL BLANKET AS NEEDED. THE CONTT'ACTOR SHALL FINAL GRADE SWALE AREAS UPON CTABILIZAAON OF UPSTREAM AREAS. THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES. OVERFLOWS, AROUND STORM SEWER FLARED -ENO SECTIONS AND OFF-STREET CATCH RASINS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET CISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SCIL AND STABILIZED WTHIN 72 HOURS ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM 30ES i.ND SHALL NOT CE PLACED IN SURFACE WATERS, ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNCESIR.IBLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESZARY OR AS DIRECTED BY THE CITY. NOTE: T = TOP OF WALL B = GROUND ELEV AT BOTTOM OF WALL E m m § 9 W j c�c 3 C1 V2 J 5'ra w a $ ®E m� = z e b pQp LU C Q Wa m IS it Or CI =O aZroU ro PREPARED FOR: KETTLER CONSTRUCTION aFIE PLANNING 8 ENGINEERING PLOWE EENINO INC. 13778 LAKE DRIVE SUITE 110 LINO LAKES, MN 8 4 PHONE: (I!51 ) 38110 GRADING, DRAINAGE & EROSION CONTROL PLAN C221 VICTOR GARDENS NORTH VILLAGE 7TH ADDITION FES #15 IE 919.00 CBMH y�t6 SEE SHEET C1 FOR GENERAL MOTES &LEGEND SEE SHEET C3.2 FOR UTILITY NOTES CMWNCW CESIGl c.M. C.w.P. 6 C.Y. cL III RIP -RAP RE 922.23 IE 919.06 26'-t2" PIPE CHC-IIY: Fill NC. C.w.P. 1b'll W/ GEOTEXTILE FABRIC ®0.438 - � - - � � - CBMH 17 OwpHALOAIF; DECE1uIBER 10, 2015 ELMC2ES:.T. A...V.f5 UE O�2 N � 92 IE 919.17 O W I I I' I I' I, CnNNECT;TO LXISI G (FIELD VERIFY IS . ELEVATIQ I H E 9 IE 011.66 -NE (OUTS IEF1I D (FIELD VERIFY; EX. A . ELEpATIO'N & 44'-8"PWC 1? 0.40$ CBMH #2 a{ RE 917.67 Q ;IE 91.0.86 - " 28'-18"PIPE ESL 36 - COW X17 z RE 917.67 E 913.60-N IE 908-45 10.43-W IE 9 I �JN 1 1 1 �f r rf 1 All , I 1 Know whars below. Cali before you dig. _....(.. ... I FES #18 4 If 919.25 ` 16'-72" PIPE i '� �18' 12" PIPE - \ \ } 1 ------ BEEHIVE :. I - 10 /_ _ �HWL�=_919- D_ - � ------ �1 - HYDRANT 8VALVE ------- ---C,B-MH-#-3-Il ---------------------------------------- --------^----- ---- 1 IIIIII z c� --'----- ------- -----mom-- -----� BEEHIVCASTING MH #301 I j i I 1 RE 916.70 - I RE 922.60 IE 914.20 L I I I _ I I E IE 914.67-E I! I I I I FESS I I I 1, III a --/ IIE 916.00 i 1 III a '0 I 18 C.Y. CL -61 Rif - R�P lap -- --- + III I W/GEOTEXTIL'E --A PIC I Io I I m III II J!1� VA V113 4 S B 1 I I I I I I I I I`J I I 'I III j I �i i'ii'� O I- - - - T - a O_ATI N) iv I I °'9 I I I I �� I I o fly X11 i /ice A, ���a in r,y I I I I I - - - - - - - r I 47'-15" PIPE D7 < I x In A 0.43% i s 1B I I � µ a�2" PIPE HYDRANT � V LVE � N RE 919.40 2.fiB - I IJ916.40 f I REVERIFY 10 g ci EXIS'P.LY STRUCTURE 3 L i z 1 t3 ��1 �- RE 91 88 I MH #105 I & RECONSTRUCT w.m _ EX e p i 1 - 6 W'Mi f h - `�1 - ~+ _ RE 922.63 IF NECESSARY IE 91 80 HYDRANT &VALVE �' IE 914.27-E.W �. MH y _ I IE 914.17-5920.20 pNC ®0. PyrC 0.40X Sri �.r, A 1 5+00 8" W.M. 5+ ` - - - - ® IE 91fi.20 ,�f> F - 159 �8 217'- PJPE - 4 n = m 1 ® 40$ _ 193'-e" PVC ®0.40% CBMH #10` �. I I BOO"ti r # 03 28'-12' PIPE RE 922.40 V •� r8 I .18 00,71% IE 918.18 -NE s°� y1 e E W S r I p4PE 10. % RE 919.4C IE 1 fi7-N `1 IE 916.71 -NW wj •� � 1 E1 57-5 1~ A NWL=x17.8 ui 19 IE 91 .65-W I 4 - MH #104 1 '` 42'-15" PIPE d ' a 141• a k.r HWL=y18.6 IE 91 L I .65- RE 9 0.23 CBM ,^ 0 � I I I � I E 913. 9-N -� 19.88 �� - - I I 9- IE 16.60 CBMH X71 CBMH #12 RE 922.70 RE 923.00.. C F �� . x MH #102 i I I I I I 4 \ .- g�� IE 918.71 p C.. 1 RE 916.30 I I I I l IE 52918-1235 PIPE I I IE 911.93-N C 00.70% MH 0202 � d E z n 70! IE 91L83-5 I I I I I I T� z E915.329E p HYDRANT & YILVE E_915_22 -S m 78'-12" PIPE W = 0 0.50%SI 124 e L -. e- J J wf.+�i0,E MH .13 1 1 L - _ - I L - - - - FI RIFY EXIS7 STORM ° i I EE 919100 � � - - � L � anoN � ELEv � �� J�' ,4� I r � 1 - 1 _�,; ; PREPARED FOR: ! Z a Ito �r a° r cp. Q KETTLER CONSTRUCTION MH 1201 + z REPLACE EXIST. 15" PIPE W "L".e RE 922.83 / ,.r i1 / '0_ . � E 14-.6 2-N Z es ! m 26'-16" PIPE 0 1.808 � �� '"'�� � I ,,,Il"` ����'.� IE 914.82-W � L � ` •$� � � "�. ' ! CONNECT TO EXIST. CBMH W/ 18" PIPE, ®IE 9016 CJ 1 �I REPLACE CASTING WT'H NEENAH 3501 -TB ' `< (FIELD VERIFY EXIST. INVERT ELEVATION �4'► MH #203 101 ' AND NOTIFY ENGINEER OF ANY NWL=976.2 I� I I DISCREPANCIES PRIOR TO CONSTRUCTION) NWL=917.3 �! ! RE 92.70 $11E PI,ANIVING f IE 915.70-E a eNG1NeEr ING ;11 � � I � IE 915.60-W PLOWS ENGINEENINfi, INC" SUIT TE 1111 E OwvE UNOLWES, ,Nsw14 I yr s 2, =" ...,..��........__. ......... I HYDRANT & VALVE m a WONe(l FA%(OSQ301-0701 � I ' NORTH 11N111- 30 FEET UTILITY PLAN C3m1 VICTOR GARDENS NORTH VILLAGE 7TH ADDITION WATER MN Nem E)OSTING WATER MAIN LOCATION AND S17E SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS, PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18- OF WATER VAIN. PROPOSED WATER MAIN SHALL BE 6" DIP CL 52, PROPOSED WATER SERVICES SHALL BE I' COPPER TYPE K. MECHANICAL MNTS SHALL BE USED FOR WATER MAIN PIPES 4' IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11] MAINTAIN MINIMUM 9 -FT COVER M TOP OF ALL WATER MAIN PIPE. TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES HOWEVER. THEY SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. ALL COMPONENTS OF THE WATER nYSTFM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT. SHALL U71UZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWW.i STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. COMBINATION FIRE AND DOME:.TIC SERVICES MUST TERMINATE WITH A THREAD -ON FLANGE OR AN MJ -70 -FLANGE 'DAPTER. SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE , AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRICK TO CONSTRUCTION. NOTFY ENGINEER OF ANY DISCREPANCIES PRION TO ANY INSTALLATIONS PROPOSED SANITARY SEWER MAIN SHALL BE P,C SOI PROPOSED SANITARY SEWER SERVICES SHALL BE P'C SCHEDULE 40 STORIN SEWER NOTES FIELD ' FRIFY _IM ELEIATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PF.:OR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C78 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HOPE PIPE MAY BE USED. (SEE PIAN FOR LOCATIONS WHERE RCP IZ REQUIRED.) HOPE PIPE SH LL MEET THE REQUIREMENTS OF AASHTO M294, TWE S WITH WATERTIGHT CONNECPONS. USE SAND/GRANULAR MATERIAL FOR SACKNLLING AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE WNTH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENCI}-S INCLUDE THE LAWNG LENGTH OF THE FL^REO-END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. ALL PORTIONS OF THE STORM EWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ON WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. STORM SEXIER PIPES TO BE JOINEO TO THE CATCH BASIN MINHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS • Know what's below. 0111 before you dig. I ` I 4 C.: .5 HYDRANT & � ftLD VEPIffY EXIST. if I SEWER LO jT1 N do E ATIOT 1 1 II �' � A. 0116 11 L° F Z10 1I �5+ .86 RE 922.63,. IE 914.27-E"W j IE 914.17-S�� BMH 010 .rO-J NWL=917.8 W E 922.40 42'-15' PIPE (s.` HWL=918.8 �� `' •, 91&18 -NE 00.40% Q,v` 1, 916.71-Nw RECBM922 70 REM923 12 00 \ .1� IE 91&35 IE 918.71 ?' 52'-12" PIPE 00.70% MH 9 E M RE 9 E 91 LVE I 111 �5� - 4 \ ®Q I- --' ! f -I A ,�� 1jr e MH 0201 * RE 922.83 1 I IE 914.72-N 1 f IE 914.62-W 4 f3 j I �Tll f fSr; I HYDRANT & VALVE 1� 1J I r � f f f f IL._._ _- HYDRANT & VALVE 78'-12" PIPE 00.50% MH 013 ....... RE 923.00 \ IE 919.10 Im' ... _...... f _ rI F 1T MH 0203 1 RE 923.92 IE 915.70-E IE 915.80-W t t I f Iva CB 014 I RE 922.90 m Ill 1 N f N IE 919.90 I J d r C.W.P. MH 0204 CHCKO BY: C.W.P. RE 923.67 OROINALOATE DECEMBER iIE 916.60-W ..,,.. ' ...... ........ CONNECT TO EXIST. 8' W. M, AT EXIST, TEMPORARY HYDR�NT EXIST. VALVE TO REMAIN jREMOVE & SALVAGE TEMPORARY HYDRANT - -WETLAND TO BE RESTORED '70 ORIGINAL CONDITION FOLLOWING WATERMAIN INSTALLATION UTILITY PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION O U N 2 4 S2 rt Eat 1 G D g8i� w Z _ J ,�,•Bm3 J2 ai S m 929 4 � [D N E I n e rm0 e4. i O = a a � 7 � F � J NO PREPARED FOR: KETTLER CONSTRUCTION Ad SITE PLANNING 3 ENGINEERING PLOWEENGING, BTIE LANE DRIVE SLWTE IID LIND LAKES, MN SM14 PHONE: (E51311 110 Fm"11061-0701 C3.2 SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWN BY: DESIGN IFl; C.M. C.W.P. CHCKO BY: C.W.P. PROD. NO. 15.1586 10, 2815 OROINALOATE DECEMBER CONNECT TO EXIST. 8' W. M, AT EXIST, TEMPORARY HYDR�NT EXIST. VALVE TO REMAIN jREMOVE & SALVAGE TEMPORARY HYDRANT - -WETLAND TO BE RESTORED '70 ORIGINAL CONDITION FOLLOWING WATERMAIN INSTALLATION UTILITY PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION O U N 2 4 S2 rt Eat 1 G D g8i� w Z _ J ,�,•Bm3 J2 ai S m 929 4 � [D N E I n e rm0 e4. i O = a a � 7 � F � J NO PREPARED FOR: KETTLER CONSTRUCTION Ad SITE PLANNING 3 ENGINEERING PLOWEENGING, BTIE LANE DRIVE SLWTE IID LIND LAKES, MN SM14 PHONE: (E51311 110 Fm"11061-0701 C3.2 i HUGOROCK CQN E -- lwP..��re4�4 ..mieraw. a. 1 .j ILLrla46a11p -Jppnml".aoul Y rKm.Y�pE n6 + STANDARD MANHOLE o� HUGO ( SANITARY SEWER DIAMETER) o 1. j 9ecnduAA p..s.,r ryaq xo._ AS STANDARD cwscx T��a CATCH BASIN „An. ApIYl101L HUGO WITHOUTSUMP NhiYala7u^ � ERE= ativr Tr x,e�rrus spp:apmri'� 4 Aow,rt,'�m,ri xrA� no acaxr7Papx aar+aL a�..f w«ra+vanLax. �rari„n.raxrw W L,aiEanMMa �ewrtn�cma10�0�m�msru ��mYatwcla rtra4rpwrmatirKrtrw.wp ie.mMaA�r� A.M�� �MlfaawfAl, a.plaw e�i�ir•gaw rE �Mrsr.a ast.s �ermxo�a� rt M.brs �.�.rAa�Rr urne� HUGO PLACEMENT AND ! CONSTRUCTION OFA SILT FENCE 1n' STANDARD OUTSIDE DROP Mh 11 HUGO SECT[ON FOR °' ""ter'• SANITARY SEWER ok a cx �a 1 s=w P cu1r No.� STANDARDCATCH !td IN Wit; HUGO WITHOUTBSUMP- ,spa tiR ,. n. nope w,rcxn aafrt..r ra.a,a a • art � a r+dp,d. w .aEarr..mp•n...r,.,.w..pa,7rpnra,raedrx-----_. b Hw)i Yd tFriq 4 pro LAI+IM 4 ■.d. iTi IYMOMrOah aAIDMm/Rh.a1MMM.�Irr.W,. a lda'H- n.�ra/rtlyLp,l. WNr,pOpl1. r. W�Hrf wwrrrmMwaPYnrrpula.MdaM yma....an.rwrrnb..p.rroa mewva E r�yTnn WIiL9C0 Curti& GuBer oAi°N wwP Inlet PralectloD iFIl1UI1LIJV1 (Model CM) LN�r KIsl�.uo4P97PaaYL IOaW CMlWI{NIIAXR►EIA@CM'4 ova ' +� MSE N0.JMl9_ SANITARYSEWER"R IlflHUGO SERVICE CLEANOUT 9 f wapw.. BECT]ONAA .•erw i4 FLAK MAS I" CATCH BASIN �} L1TTiTIi MANHOLE HUGO II WITH I HUGO WETIAIND BUFFER MARKER YalflW�ai3O NLMEdNE10.Y �� TrPI[x96Rv1cEVREAEDw�ERovER lOP OF 99YYHi 1514' ORLE93 u Irpn pVd .�xP Y a01N[r6Ya MIIdWro pl�aalrB„6 dmee�, AGNT DETNL TTPN)AL SEA,IN.� vrn eNe ,xrnrx,nxn �wMxollPeMirmKAPW wr+�w..��irt 70P CF9l�RI97P ON MOfiL� �pertar.Tmwe��uwrao+df - r..ewnnYLcaroanoxsxxLec ro.cn +eArcn...rr�wadaa ,rtxrnx aiAvi.aorLxn Rm� oe� HUGOSANITARY SEWER oAL '[YPICAL SERVICE {4" OR B'} 3 1 �a eEClxINAA S,:�r .LAn r,a rt,eer.A -� CATCHBASIN MANHOLE � off `�"rt• WITHOUT SUMP -gz N Mpr:f 9rUR7r4{rP r ��rBTP.EkT NMS _ rartax rxtr 01.0m," d,rp�{e0.T ® '� lilW'Na9 ..LIM1 .pvYlaflt p uaq�rtulYrw Nra�.O �� iY..glrR m y / 11 aPECF7cAms ��iuT�aMa'"onNx.uro,M,ex,A„ wa�,dw �-g,r xnaNaLxxuT 6UFFti I I MDNIBtar wxaaraaPxnasr woa wnunoeusE R� *EI1..aNO BCi6 ,tllMmR1f11t YNIHTIET0Pl1P T,�POBf AU -I PAaTe®,aR, aa' mirx wire wn r,tax uwarrAe I soe,rn.rw,Lwwr-xwLweraxx, I I oawwnuuy.ownearLaEamo I'm W1TIEWL9 rxrxraoST rcgr rWNJ; ATION M�UIrEO roa �x,r � row R9:rlAo,E 0004 �rrLaaeTewnr SRauro W B1'Llm P911Pp91Y�R+VL I HUGO WETIAIND BUFFER MARKER YalflW�ai3O NLMEdNE10.Y �� TrPI[x96Rv1cEVREAEDw�ERovER lOP OF 99YYHi 1514' ORLE93 u Irpn pVd .�xP Y a01N[r6Ya MIIdWro pl�aalrB„6 dmee�, AGNT DETNL TTPN)AL SEA,IN.� vrn eNe ,xrnrx,nxn �wMxollPeMirmKAPW wr+�w..��irt 70P CF9l�RI97P ON MOfiL� �pertar.Tmwe��uwrao+df - r..ewnnYLcaroanoxsxxLec ro.cn +eArcn...rr�wadaa ,rtxrnx aiAvi.aorLxn Rm� oe� HUGOSANITARY SEWER oAL '[YPICAL SERVICE {4" OR B'} 3 1 �a eEClxINAA S,:�r .LAn r,a rt,eer.A -� CATCHBASIN MANHOLE � off `�"rt• WITHOUT SUMP -gz N Mpr:f 9rUR7r4{rP r ��rBTP.EkT NMS _ rartax rxtr 01.0m," d,rp�{e0.T ® '� lilW'Na9 ..LIM1 .pvYlaflt p uaq�rtulYrw Nra�.O �� iY..glrR m y / 11 �-g,r xnaNaLxxuT STREET A TOP ne,E re. xunoac o w uraana .. HUGO DETAIL E IL 816N DETAIL HUGO INSULATION DETAIL +� CATCH W94 Apr HVGaWIMANHOLE THOUT SUMP DETAILS VICTOR GARDENS NORTH VILLAGE 7TH ADDITION PRAE1x sY: DE910N SY: C.M. C.W.P. CHC1m Or I PROJ.M. C.W.P. tr 1m ORIDINALDATE FEBRUARY 10, 4010 sm D D PREPARED FOR.' KETTLER CONSTRUCTION WE PIANNMG PLOWE mo,m 9M LAKE DRNE SUITE 770 UNO LAKES, MN SM14 pHONBIS571m.-U10 FM 11157) 301-M7 C4.1 o rcrnainme I?� - rw sreeuO:r v" A -r. 'F HAND PLACED RIP RAP GO STORM SEWER a IPICAL. TRAIL. MGO TYSECTION sorav,Atzm � l�isliov �� p `r-- �' �-� M,��igNes• garrLl�iP�iMMD'pr>M {�Ir„D,ri40!lrn, nM ra l.ata.,wnsuYe i} x�n�rNarr� � I I A-.HUGO TRASH GUARD r' EGO FOR STORM SEWER APRONS - �n�u'.�...:rt�a"'.�r',....mmar r.oumerF, ra ✓{ wr�w:.'an° Ar r TYPICAL x';r HUGOI HYDRANT INSTALLATION nNAKROR . ,. r_ P]IOOVOEIflfl4 - , _ < Igi4fabliwl TYRCN. BercN MIAL 1 I f POND HUGO TYPICAL IPF„ BENCH DETAIL OND DATE 1MpL016 w&m - roe MA,:"r ,wen prvrnay�',.%iiq,pC � . •CCM�•,r I �anR�l��gM valwrR�ioVrMP� 4„4Y C.peYy! WarlY� ��riorivxe,n. we M :.'fGtlltlENrMr K,YN'. TYPICAL AN I�'HUGOWATER SERVICES FOR WATERMAIN = 30' BACK OF CURB TO BACK OF CURB (28' BACK OF CURB TO B',CK OF CURB) 15 TO BACK OF CURB 15' TO BACK OF CURB (14' TO BACK CF CURS) (14' TO EAC% OF CURB) 2R MAN2% MAX 2.0x 2G.< �f ` 1 MIN. TDPSOIL - SURMOUNTABLE CONCRETE SEED AND MULCH CURB AND GUTTER V BITUMINOUS WEAR, LVWE450359 TACK COAT BITUMINOUS BASE, LVHW3503W WST.LLATION �F MIN. 4" CLASS 5 CLASS 5 GRAVEL (1DOR CRUSHED) CONTRACTOR TO PROMDE GRAVEL (1OD7i CRUSHED) UNDER APPROAD GRANULAR SUBBASE UYluri CONDUITS AT LOCATIONS CURB INCIDENTAL TO CURB (TO ti DETERMINED BY GEOTE6INICAL DJ[aITEER) TO BE DETERMINED BY SMALL INSTALLATION (TYP) UTILITIES (INCIDENTAL) TYPICAL STNEFF SECTION NOT TO SCALE r� ,aa wurra.er., MODIFIED W DESIGN !e✓�.NA69R,M F— n. - Lc"naYW •— vT,r iiYeL�rMa a If MOUNTABLE HUGOCURB & GUTTER U CONSTRUCTION AT CATCH BASIN - w,o-rawwan�iµudo:r I�, .yPAraVPemrw4irr J \\\ I J�inew CY.r,BI � ert IIGM urru,eewrum I . imrmu,aneno �� �� ,�arrre."roY iui�",i'r�: m �ir��2� R v: �• .b ��i .w-..KLuu1 m1 A •n=5;�'r."""M>.:�t<ra4+w:r_,rmm�cm,'. NO .C,'.L� rLArc xo �"`r VALVE BOX HUGOf INSTALLATION — — � m�.,w�.�u:.�w�••�•aa��•rW+.rYwrerwnrr...s.ma..W�.. miw R p�M��.en �.w,wnrloerae�'M.. uu..uramrlCYrilr'uuerrrri iwl.r w y�.��YSFwrrctl.M.lMs�.,Wrr,u+r.i�re�4.�aYs+a R KOY'rM.nwrsUMKM..Y,OJ.rw.YMr.rM,WwMNs.IrnwpatlYq �45.n,..-.s y PLAM NU—1 '' l HUGO RESIDENTAL DRIVEWAY RE mw DETAIL BITUMINOUS DR1WN BY: DESIGN 6Y: C.M. G.W.P. CHI BY: PRDA.NC. C.W.P. 15.1588 ORIGINALDATE: FFRRI IAFN 10 7nHA M 0 O E2 l :- PN:CPAKt:u I -UK: KETTLER CONSTRUCTION V SITE PL. ..B ENGINEERING PLOWS ENGINEENINGI NIC 8778 LAKE DRIVE SUITE 118 LINO LAKES, MN 58014 PHONE: (P&) 2814210 FAX: (851) 781-0701 DETAILS C4m2 VICTOR GARDENS NORTH VILLAGE 7TH ADDITION PART II.C. - TERMINATION OF COVERAGE 1. TERMINATION OF COVERAGE WHEN CONSTRUCTION IS COMPLETE ALL PERMITTEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER ALL ACTI:HTIES REWIRED FOR FINAL STABILIZATION (SEE PART IV.0) ARE COMPLETE. THE PERIAHTTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 2. TERMINATION OF CO'JERAGE WHEN TRANSFER OF OWNERSHIP OCCURS ALL PERMITTEES) MUST DUSMIT A NOT ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER SELLING OR OTHER SE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G. STREET SWEEPING) AND STORMWATER INFR..STRUCTURE FINAL CLEAN OUT, ON TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEE(S) MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF ALL OF THE FOLLOWING CONDITIONS ARE MET. AFTER THE PERMIT IS TERMINATED UNDER THIS PART, IF THERE IS ANY SUB,7EWEN7 DE ELOPMENT ON THE REMAINING PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS NOT COMPLETE, NEW PERMIT COVERAGE MUST BE OBTAINED IF THE SUBSEQUENT nr"ELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIMTES OF ONE (1) OR MORE ACRES IN SIZE. A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST LJ DAYS B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION tOMIATY HAS BEEN CWPLE7E0 AND PERMANENT COVER ESTABL%HEG ON THOSE AREAS. C CN AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS ORDER ESTABU'`HED. D. THE SITE IS IN COMPUAR^,E WITH PART V.G12. AND PART IV.G.3. AND WHERE APPUCABLE, PART IV.0.4. OR PART M&5. 4. PERMITTEE(S) MAY TERMINATE COVERAGE UPON APPROVAL BY THE MPCA IF INFORMATION IS SUBMITTED TO THE MPCA DCCUUENTING THAT TERMINATION IS APPROPRIATE BECAUSE THE PROJECT i' CANCELED. PART III.A.3 - TRAINING DOCUMENTATION TRAINING DOCIAMENTATI'M THE PERMITIEE(5) SHALL ENSURE THE INDIVIDUALS IDENTIFIED IN PART IW.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. THE PERMITIEE(S) SHALL ENSURE THE TRAINING IS RECOCDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PER':ONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE, A. NAMES OF THE PERSONNEL ASSOCIATED W7H THIS PROJECT THAT ARE REWIRED TO BE TRAINED PER PART IILF.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTCR(S) AND ENTITY PROVIDING TRAINING. C CONTENT OF TRAINING COURSE PR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. PART 111.8 - SIMPPP AMENDMENTS THE PERMITTEE(S) MUST AMEND THE SWPPP AS NE'2SSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED RUPS THAT ARE DESIGNED TO CORRECT PROBLEMS IDENTIFIED 0R ADDRESS SITUATIONS WHENEVEF.. 1, THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITION- THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE '.RATERS OR UNDERGROUND WATERS. 2, INSPECi1ONS OR INVESTIGATIONS BY STE OWNER OR OPERATORS, USEPA OR MPGA OFFICIALS INDICATE THE SWPPP IS NOT EFFECT. IN ELIMINATING OR SIGNIFIC,WN LY MINIMIZING THE DISCHARGE CF POLLUTANTS TO _URFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEMANCES (EG, NUIS: NCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210 UP. 2). 3. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STCRIMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THIS PERMIT. 4. i T ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER OUALITY STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS IN PART IW,A L. (IMPAIRED WATERC AND TMDLS). IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT. THE MPCA WILL MAKE :_ DETERMINATION AS TO WHETHER A MODIFICATION OF THE SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMNATON(S) OR ANY OF THE DETERMINATIONS IN PARTS fIIALL-3., THE MPCA WILL NOTIFY THE PERMITTEE(::) IN WRITING. IN RESPONSE, THE PERMITTEE(S MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFCRMATION REQUE TED BY THE MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. P'.RT III.C. - TEMPORARY SEDIMENT BASINS INHERE FIVE (5) OR MORE ACRES OF DISTURBED 501L DRAIN TO A COMMON LOCATON, THE PERMITIEE5) MUST PROVIDE A 1EMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT TO THE RUNOFF BEFORE 17 LEAVES THE CONSTRUCTION SITE DR SHIERS SURFACE WAIERS A TEMPORARY SEDIMENT BASIN MAY BE ODNVMTEO TO A PERMANENTBASIN AFTER CONSTRUCTION IS COMPLETE THE TEMPORARY BASIN IS NO LONGER REWIRED WHEN PERMANENT MEN HAS REDUCED THE ACREAGE OF DISTURBED SOL TO LESS THAN FIVE (5) ACRES DRINKING TO A CONNDIN LOCATOJ. THE PERMITIEE(y IE BARE ENCOURAGED. BUT NCT RECOPIED. 70 INSTALL TEMPORARY SEDIMENT BASINS WHERE APPROPRIATE IN AREAS WITH STEP SLOPES OR HaLY ERODBLE SOLS EVEN IF LESS THAN FIVE (5) ACRES DRAINS TO ONE AREA THE B'9NS MUST SE GEMMED AND GCNSIRUCTED ACCORDING TO THE FDUU7AING REWIREAENI:- I. THE BASINS MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME CF RUNOFF FROM A TWD -YEAR, 241 OUR STORM FROM EACH ACRE GRAMM TO THE BASH, EXCEPT MAT N NO CASE SMALL THE BASIN PROVIDE LESS THAN 1,800 CUBIC FEE OF UW STORAGE FROM EACH ACRE DRAINED TO THE BASN. 2 WHERE THE CALCULATION IN PART ALC1. HA' NOT BEEN PERFORMED. A TEMPORARY SEDIMENT BASIN PROVIDING 3.W0 CUBIC FEE OF LIVE STORAGE PER ACRE DRAINED TO THE BASIN _HALL BE PROIDED FOR THE ENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. LL TEMPORARY BASIN OUTLETS MUST BE DESCNED TO PREVENT SHORT-CRCUITNC AND THE DISCHARGE O FLOATING OEBRM THE BASIN MUST BE DESIGNED WITH THE ABILITY TO ALLOW COMPLETE BASIN ORAWCOWN FOR MAINTENANCE ACTIVATES. AND MUET INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. THE CURET STRUCTURE MUST GE DEEMED TO WIIHWRAW WATER FROM THE SURFACE IN ODER TO MINIMI$ THE DISCHARGE OF PDLUU I$ EXCEPT THAT THE USE OF A SURFACE MTHDRAWAL MECHANISM FOR 019MARCE O THE BASIN MAY BE TEMPORARILY SUIDURING FROZEN CONDITIONS. ENERGY OW,51N.TION MUST BE PRD IDED FOR THE BASIN OUTLET (SEE PART IV.BS). 4 SEGMENT BASKS MUST BE SITUATED OUTSIDE OF "URFACE WATERS AND ANY BUFFER ZONE REWIRED UNDER APPENDX AC3. AND MUST BE DESIGNED TO KING DRAINING WATER FROM WETLANDS UNLESS TE IMPACT TO THE WETLAND IS IN COMPUANCE MATH THE REOUIREAENIS O APPENDIX A, PART 0. 5. THE TEMPORARY BASINS MUST BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO 10 OR MORE ACRES OF "STARRED SOIL DRAINING TO A COMMON LOCATION. B. WHERE A TEMPORARY SEDIMENT BASIN MI THE REQUIREMENTS OF THIS PART IS INFEASIBLE, EQUI'ALENT SEDIMENT CONTROLS SUCH AS SMALLER SEGMENT BASINS. ANDI SEDIMENT TRAPS, SILT FENCES. VEGETATIVE BUFFER STRIPS, OR ANY APPROPRIATE COMBINATION OF MEASURES ARE REQUIRED FOR ALL ODM T -SLOPE BOUNDARIES OF TIE CONSTRUCTION AREA AND FOR SAE -SLOPE BOUNDARIES AS DICTATED BY INDIVIDUAL 97E CONDITIONS, IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, THE PERMIITIEES) MUST CONSIDER PUBLIC SAFETY AND MAY CON30ER FACTORS SUCH AS SITE SOLS, SLOPE, AND AVAILABLE AREA ON _I7E. THE^ DETERMINATION OF INFEASIBIUIY MUST BE DOCUMENTED IN THE SI PPP PRE PART III.A5. PART IILE - RECORD RETENTION THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES 70 IT, AND INSPECTIONS TND MANTENANCE RECORDS MUST BE KEPT AT THE STE DURING CONSTRUCTION BY THE PERMITTEE(S) WHO HAS/HAVE OPERATIONAL CONTROL OF TH.:T PCRTICN OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON-SITE VEHICLE DURING NORMAL WORKING HOURS ALL OWNER(J) MUST KEEP THE FOLLOWING RECORDS ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS WTUNEO IN PART U.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER _Utiiwr . OF 1. THE FINAL SWPPP �. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PRJJECT 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (PART IV.E. INSPECTIONS AND MAINTENANCE) PART IILE - RECORD RETENTION (CONT) 4. ALL PERMANENT OPERATION AND MAINTENANCE AGFEEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT-OF-WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE AND 5. ALL REWIRED C'LCULATONS FOR DESIGN OF THE TEMPDRAF,Y AND PERMANENT STORMINI MANAGEMENT SYSTEMS. PART III.F. - TRAINING REQUIREMENTS THE PERMITME(S) SHALL ENSURE THE FOLLOWING INOMDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. I. WHO MUST BE TRAINED: A. INDIMOUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDMDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING. AND AMENDING THE SWPPP AND INOIVIOUAL(5) PERFORMING INSPECTIONS AS REWIRED IN PART IV.E. ONE OF THESE INDI-HDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA C INDIVIDUAL(S) PERFORMING OR SUPERMS04G THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES, 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REG.'AD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDMOUAL PRESENT ON THE PERMITTED PROJECT --ITE (OR A;ALABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART IILF.I.0. AND PART IILF.I.0 1 THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL. STATE FEDERAL AGENCIES, PROFESSIONAL ORGANIZATONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPOES/SOS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EL'ERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. IV.S. EROSION PREVENTION PRACTICES L THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE BAPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING iNSPECTION AND MAINTENANCE OF PART IVE. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION ASI NECESSARY TO COMPLY WITH THIS PERMIT AND PROTECT WATERS OF THE STATE, THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G.. WITH FLAGS. ^.TAKES, .'.TONS, SILT FENCE ETC) ON THE PROJECT SITE BEFORE WORK BEGINS. THE PERMITTEE(S) MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT THAT HANE STEEP SLOPES FOR THOSE SLOPED AREAE WHICH MUST BE DISTURBED. THE PERNITTEE(5) MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE CRAMMING AND TERACNNG). 2. THE PERNITTEE(S) MUST STABILIZE ALL EXPOSED SOL AREAS (INCLUDING STCCKPILES). STIBUZATDN MUST BE INITIATED IMMEDIATELY TO LIMIT SOL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS STABIUZA7ION MUST BE COMPLETED NO LATER THAN 74 CALENDAR DAYS AFTER THE CONSTRUCTOR ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. J. IF USING STORMWATER CONVEYANDE CHANNELS, THE PERMIITEE(S) MUST DESIGN THE CHANNELS TO ROUTE WATER AROUND UNSTABILIZFD AREAS ON THE SITE AND TO REDUCE ERCSCN, UNLESS INFEASIBLE THE PERMITTEES) MUST USE EROSION CONTROLS AND VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, RPRAP, OR GROUTED RPRAP AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED STORMWATER CONVEYANCE CHANNEL, AND AT ANY OUTLET, TO PROVIDE A MCN -EROSIVE FLOW VELOCITY, TO MINIMIZE EROSION OF CHANNELS AND THEIR EMBANKMENTS, OUTLETS. ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM WATERS DURING DISCHARGE CONDITIONS 4. THE PERMITTEE(S) MUST STARIUZE THE NORMAL NETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWILE THAT DRAINS WATER FROM ANY PORTON OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, 'WITHIN 200 LINEAL FEET FROM THE PROPERTY FDGE, OR FROM THE PONT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. THE PERMITTEE(S) SHALL COMPLETE STABILIZATION OF THE REM'INING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES ON SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS. SILT DIKES, ETC) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF I7S USE AS A SEDIMENT CONTAINMENT SYSTEM, THESE AREAS MUST BE STABLIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING MULCH, HYDROMULCH, TACBFIER, POLYACRYLAMIDE OR SIMILAR ERSON OPRE%ZN71ON PRACTICES IS NOT ACCEPTABLE STABILIZA71M IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE, 5, PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION HITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. S. UNLESS INFEASIBLE DUE 70 LACK OF PENMWS OR VEGETATED AREAS, THE PERMITTEE(S) MUST DIRECT IIISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. THE PERMITTEE(5) MUST USE VELOCITY DISSIPATION DE ICES IF NECESSARY TO PREVENT EROSION WHEN DIRECTING STCRMwATER TO VEGETATED AREA.. PART IV.C. - SEDIMENT CONTROL PRACTICES 1. THE PERMITTEE(S) MUST EMPLOY SEGMENT CONTROL PRACTICES AS NECESSARY TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATER]. INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS A. TEMPCRARY 07 PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS M..T ARE OESICNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G.. DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. T R B. IF THE DOWN GRADIENT SEDIMENT CONTROLS ARE O.ORLOADED RAISED ON FREQUENT FAILURE SEDIMENT CONTROL TINGE ICES O HENT), THE PERMITTEE(S) MUST INSTALL AADRONNG U AND T E S SEDIMENT CONTROL TO IDENTIFY OR ESEREDUNDANT BLIPS A EKES AIR THE OVERLOADING, ANO THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES Al REQUIRED IN PART IILE 1.-1 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGF'.'JIIENT OF ANY BUFFER ZONES. THE PERIMETER SEDIMENT CONTROL PPACTICE MUST BE IN PLACE BEFORE ANY UPGRADIENT LINO -DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PMT IV. 6. 1 THE PERMITTEES) SHALL RE -INSTALL ALL OEDMENT CONTROL PRACTICES THAT HI BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. THE PERMITTEE(S) SHALL COMPLETE ANY SH0R7-TENM ACT-ITY THAT REQUIRES REMOVAL OF SEDIMENT CONTROL PRACTICES AS QUICKLY AS POSSIBLE. THE PERUITTE(S) MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIRTATION EVENT EVEN IF THE SHORT-TERM ACTMTY IS NOT COMPLETE. 4. ALL .'TORN DRAIN INLETS MUST BE PR07ECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOCDING/FREEZING) HAS EEEN IDENTIFIED BY THE PERMITTEE(S) OR THE JAURHSDICTIONAL WTHORITY (E.G..CITY/COUNTY/TOWN'HIP/MHNDOT ENGINEER).THE PERMITTEE(S) MUST DOCUMENT THE NEED FOR REMO'AL IN THE SWPPP. 5. TEMPORARY SOL STOCKPILES MUST HAVE SILT FENCE ON OTHER EFFECTIVE SEDIMENT CONTROLS. AND CANNOT BE PL CED IN ANY NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CON.EYANCES SUCH AS CURB FAD GUTTER=YSTEMS, OR CONDUITS AND DITCHES UNLESS THERE 15 A BYPASS IN PLACE FOR THE STDRUW'TER. 6. WHERE VEHICLE TRAFFIC LEAVES ANY PART OF THE SITE (OR ON70 PAVED ROADS WITHIN THE SITE): A. THE PERMITTEE(S) MUST I1,17TAIJ. A'EHICLE TRACKING SUP TO MINIMIZE THE TRACK OUT CF .'EDIMENT FROM THE CONSTRUCTION SITE, EXAMPLES OF VEHICLE TRACKING BMPS INCLUDE (BUT ARE NOT LIMITED TO) ROCK PADS. MUD MATS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. B. THE PERM'TIEE(5) MUST USE STREET SWEEPING IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART IV.E.5.0.). 7. THE PERMITTEES) MUST INSTALL TEMP,XRARY SEDBKENTATION BASINS AS REWIRED N PART III,C. OF THIS PERMIT. PART IV.C. - SEDIMENT CONTROL PRACTICES (CONT-) & THE PERMITTEE(S) MUST MINIMIZE SOL COMPACTION AND. UNLESS INFEf SIBLL, PRESERVE TOPSOIL MINIMIZING SCIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. 9. THE PERMITTEE(S) MUST PRESERVE A 50 FOOT NAIUPAL BUFFER OR (IF A BUFFER IS INFEASIBLE ON THE SITE) PROVIDE REDUNDANT SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN C'0 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS 10 THE SURFACE '.JATER. NATURAL BUFFERS ARE NOT REWIRED ADJACENT TO ROAD DITCHES. JUDICIAL CITLIHES, COUNTY DITCHE, STORMWATER CONVEYANCE CHANNELS, STORM [TRAIN INLETS, AND SEDIMENTBASINS. THE PERMITTEE(S) IS/ARE NOT REQUIRED TO ENHANCE THE QUAUTY OF THE VEGETATION THAT ALREADY EXISTS IN THE BUFFER OR PRO WE EGETATION IF NONE EXIST, HOWE' W, PERMITTEE(S) CAN IMPRO'.E THE NATURAL BUFFER LITH VEGETATION. PART IV.D. - DEWATERING AND BASIN DRAINING I. THE PERMITTEES) MUST DISCHARGE TURBID OR SEDMENT-LADEN WATERS REL'.TED TO DEWATERING OR BASIN DRAINING (E.^., PUMPED DISF'AHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION DAMN ON THE PROJECT SITE UNLESS INFEM.SBLE. THE PERMITTEE(S) MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURF'CE WATERS IF THE BASIN WATER HAS BEEN VSUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN ANO DRAT NUISANCE CONDITIONS (SEE MINN. R. 70500210. SUSP. 2) WILL NOT RESULT FROM THE DISCHARGE IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED MATH THE APPROPRIATE BAPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECU.ING WATER OR OOATUSTREAM PROPERTIES. IF THE PERMITTEE(S) MUST DISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE PERMITTEE(S) MUST USE AN DL-WATFR SEPARATOR OR SUITABLE DLTRATON DEUCE (E-0. CARTRIDGE FILTERS. ABSORBENTS PADS) PRIOR TO DISCHARGING THE WATER. THE PERMITTEES) MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTCTED FROM EROSION AND SCOUR. THE OLCKARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BACs, PLASTIC SHEETING, OR OTHER ACCEPWO ENERGY DISSIPATION MEA:URES 2, ALL WATER FRCM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDEToI EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADITRSE IMPACT TO THE WETLAND. 3. IF THE PERMITTEE(S) IS/ARE USING FILTERS MATH BACKWASH WATER, THE PERMITTEE(S) MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE PERMITTEE(5) MAY DISCHARGE UACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. THE PERMITIEE(S) MUST REPLACE AND CLEAR THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION PART N.E. - INSPECTIONS AND MAINTENANCE 1. THE PERNITTEE(S) MUST ENSURE THAT A TRAINED PERSON (AS IDENTIFIED IN PART III.ASA.) ':ALL ROUTINELY INSPECT THE ENTIRE OONSTRUCTON SI7E AT LEAST ONCE EVERY SEVEN (Y) DAYS DURING ACTIVE CONSTRUCTCN AND WITHIN 2 , HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, FOLLOWING AN INSPECTION THAT OCCURS WITHIN 24 HOURS AFTER A RAINFALL EVENT, THE NEXT INSPECTION MUST BE CONDUCTED WITHIN SEVEN (7) DAYS AFTER THE RAINFilt. EVENT. 2. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND THESE REGARDS MUST BE RETAINED WITH THE SAPPP IN ACCORDANCE WITH PART IILE. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTI' ITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS B. NAME OF PERSON(S) CONDUCTING INSPECTIONS C. FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES) E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 112 INCH (0.5 INCHES) IN 24 HOURS RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINEO RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT 15 WITHIN 1 MILE OF YOUR LOCATION OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES F, IF ANY DISCHARGE IS 085ERYM TO BE OCCURRING DURING THE INSPECTION, A RECORD OF ALL POINTS OF THE PROPERTY FROM WHICH THERE IS A DISCHARGE MUST BE MADE, AND THE DISCHARGE SHOULD BE DESCRIBED (I.E„ COLOR, DOOR, FLOATING SETTLED, OR SU.'PENDLO xUDS, FOAM. OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS) AND PHOTOGRAPHED. G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED H PART 0I.8. WI7,NN SEVEN (%) CALENDAR DAYS :'. INSPECTION FREQUENCY ADJUSTMENT A WHERE PART^ OF THE PROJECT 317E HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, THE PERMTTEE(S) MAY REDUCE INSPECTIONS OF THE AREAS WITH PERMANENT COVER TO ONCE PER MONTH. B. WHERE CONSTRUCTION SITES HAVE PERMANENT COVER ON ALL EXPOSED SOL AREAS AND NO CON3TRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, THE SITE MUST BE INSPECTED DURING NLN -FROZEN GROUND CONDITIONS AT LEAST ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS. FOLLOWING THE TWELFTH MONTH OD PERMANENT COVEN AND NO CONSTRUCTION A .TTY, INSPECTIONS MAY BE TERMIN'.TED UNTIL CONSTRUCTION ACTIVITY IS ONCE AGAIN INITATED UNTESS THE PERMI7TEE(S) IS/ARE NOTIFIED IN WRITING BY THE MPCA THAT EROSION ITLUES HATE BEEN DETECTED AT THESITE AND INSPECTIONS NEED TO RESUME. C. WHERE WORK HAS BEEN SUSPENDED DUE TO FR07EN GROUND CONDITIONS. THE INSPECTORS MAY BE SUSPENDED. THE REWIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR 24 HOURS PRIOR TO RE�UMINO CONSTRUCTION, WHICHEVER COMES FIRST. 4. THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT SUPS. AS WELL AS ALL EROSON PREVENTION AND SEDIMENT CONTROL BMPS. UNTIL ANOTHER PERMITTEE HAS OBTAINED CO.ERAGE UNDER THIS PERMIT OCCORDNG TO PART ILB.5. OR THE PROJECT HAS UNDERGONE FINAL ST'BIUZATION, AND AN NOT HAS BEEN SUBMITTED TO TRE MPCA 5, THE PERMITTEE(S) MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL SNIPS AND NETSURFS TO S. ALL INTEGRITY AND EFFECTIVENESS DURING ALLPOLLUTION PREVENTION MANAGEMENT N NONFUNCTIONAL BMPS MUST BE REPAIRED, REP ROUTINE AND POSTERAINFALL EVENT LONA INSPECTIONS. ALL OM REPLACED. OR .OR SSUPPLEMENTED WITH FUNCTIONAL BMPS L THE ENO OF THE NEAT BUSINESS OAT' AFTER DISCOVERY. OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME MANE IS SPECIFIED BELOW. THE PERMITTEE(S) MUST INVESTIGAIE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: A. ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED. REPLACED, OR SUPPLEMENTED MEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) OF THE HEIGHT OF THE DEMCE, THESE REPAIR- MUST BE MADE BY THE END OF THE NEXT BUSINESS DAY AFTER DESCOJERY. OR THEREAFTER AS SOON AS FIELD CONDITIONS ALLOW ACCESS. S. TEMPORARY AND PERMANENT SEOIMENTATICN BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES ONE-HALF (1/2) THE STORAGE VOLUME DRAINAGE AND REMOVAL MUST BE COMPLETED WTHIN 72 HOURS OF DISCO!ERY, OR A3 SOON AS FIELD CONDITIONS ALLOW i.CCESS (SEE PART IV.O.). C. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION DURING EACH INSPECTION. THE PERMITTEES) MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS. CATCH BASINS ..ND OTHER DRAINAGE SYSTEMS, AND RESTABIUZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMO"AL AND STAEUZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL REGULATORY. OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITTEE(S) SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, RENO' -AL AND ST!SIUZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS, THE PERMITTEE(S) IS/ARE RESPONDBLF FOR CONTACTING All LOCA_ REGIONAL STATE AND FEDERAL AUTHOOTIES AND RECEIVING ANY APPUCABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS, D. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR E.IDENCE OF OPF-SITE :,EDIMENT TRACKING ONTO PA'ED SURF,CES TRACKED SEDIMENT MUST BE REMOVED FROM ALL P.'VEO SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCCJERY, OR IF APPUCABLE. WITHIN A SHORTER TIME TQ COMPLY WITH PART I'.C.B. E STREETS AND OTHER AREAS ADJACENT TO THE PROJECT MUST BE INSPECTED FOR EVIDENCE OF OFF -RTE ACCUMULATIONS OF SEDIMENT. IF SEDIMENT IS PRESENT, 17 MUST BE REMOVED IN A MANNER AND AT A FREOUENCY SUFFICIENT TO MINIMIZE OFF-STE IMPACTS (EG., NCTVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEVERS BY THE NEXT RAIN ANO/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). PART W.F. - POLLUTION PREVENTION MANAGEMENT MEASURES THE PERMITTEES) SHALL IMPLEMENT THE FOLLOWING POLLUTION PRE.ENTION MANAGEMEYT MEASURES ON THE SITE: L STORAGE. HANDLING, AND DISPOSAL OF CON3I1RUCTION PRODUCTS. MATERIALS, AND WASTES: THE PERMITTEE(S) SHALL COMPLY WITH THE FOLLOWING TO MINIMIZE THE EXPDSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIALS, OR WASTES. PRODUCTS OR WASTES WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESCRIED 70 BE EXPOSED TO STORMWATER ARE NOT HELD TO THIS REQUIREMENT: A. EUILDINC PRODUCTS THAT HAVE THE POTENTiL TO LEACH POLLUTANTS MUST BE UNDER COVER (EC, PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTI'EE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS. AND LANDSCAPE UAIERIALS MUST BE UNDER GOLER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE GIZCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT MATH STORMWATER. C. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL DIESEL FUEL GASWNE. HYDRAUI IV. FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERV.TTIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS. LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT "ANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN OOUPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 0. SOLD WASTE MUST BE STORED. COLLECTED AND DISPOSED OF PROPERLY IN COUPLIANCE WITH MINN. R. CH. 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED GYM. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH, 71141. Z FIEUNG AND MAINTENAN.E OF EQUIPMENT CR VEHICLES SPILL PREVEAITON AND RESPONSE: THE PERMITTEF(S) SHALL TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLEO OR LEAKED CHEMICALS, INCLUDING FUEL FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. THE PERMITTEE(S) MUST CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. THE PERMITTEE(S) MUST ENSURE ADEQUATE SUPPLIES ARE KJAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. THE PERMITIEE(S) MUST REPORT AND CLEW UP SPILLS IMMEDIATELY A5 REOUIRED BY MINN, STAT. $ 115.061. USING DRY CLEAN UP MEASURES WHERE POSSIBLE 1 VEHICLE AND EQUIPMENT WASHING IF THE PERMETTEE(S) WASH THE EXTERIOR OF VEHICLES OR EQUIPMENT ON THE PROJECT SITE, W.;SHING MUST BE UNITED TO A DEFINED AREA OF THE SITE RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE MCM THE WASHING ACT ATY MUST BE PROPERLY DISPOSED OF, THE PERMITTEE(S) MUST PROPERLY USE AND STORE SOAPS DETERGENTS. OR SOLVENTS. NO ENGINE DECREASING 15 ALLOWED ON SITE. 4. CONCRETE AND OTHER WASHOUT3 WA3TE THE PERAITIEE(S) MUST PROADE EFFECTIVE CONTAINMENT FOR ALL UCUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RLLEAL�E OLS, CURING COMPOUNDS AND OILER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. THE COUID TND SOLID WASHOUT WASTES DUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPG RULES A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACIUTIES FOR DISPOSAL JF CJNCRETE AND 01 WASHOUT WASTES. PART IV.G. FINAL STABILIZATION THE PERMITTEES) MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABIUZATION 117 NOT COMPLETE UNTIL ALL REQUIREMENTS OF PARTS I','.G.I.-5. ARE COMPLETE: 1. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH DENSITY OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EWIti ALENT MEANS NECESSARY 70 PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. Z. THE PERMANENT STORMWATER MANAGEMENT SY--TEM IS CONSTRUCTEO, MEETS ALL REQUIREMENTS IN PART 111.0. AND IS OPERATING AS DESIGNED. TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE RSI HE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEANED OF ANY '[CUMULATED SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE STABILIZED WAIN PERMANENT COVER. 1 ALL TEMPJR'RY SYNTHETIC AND STRUCTURAL EROSION PRe.ENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) HAVE BEEN REMOVED ON THE PORTIONS OF THE STE FOR WHICH THE PERMITTEE(S) IS/ARE RESPONSIBLE. BMP5 DESIGNED TO DECOMPOSE ON SITE (SUCH AS SOME COMPOST LOG-) MAY BE LEFT N PLACE C FOR RESIDENTIAL CONSTRUCTIUN ONLY, INDIVIDUAL LOT: ARE CONSIDERED FINALLY STABILIZED IF THE S7RUCTURE(5) ARE FINISHED AND TEMPORARY EROSION PROTECTION AND DOWNGRADIENT PERIMETER CONTROL HAS GEEK COMPLETED AND THE RESIDENCE HAS BEEN SOLD 70 THE HOMEOWNER. ADDITIONALLY, THE PERMITTEE HAS DISTRIBUTED THE MPCA'S 'HOMEOWNER FACT SHEET' TO THE HOMEOWNER TO INFORM THE HOUEOWNER OF THE NEA FOR. AND EENEFITS OF, PERMANENT COVER. EL FOR CONSTRUCTIGV PROJECTS ON AGRICULTURAL LAND (E.G, PHPEUNES ACROSS CROP, FIELD PASTURE OR RANGE LAND) THE DISTURBED LAND HAS BEEN RETURNED TO ITS PRECONSTRUCTION 'ONICIULTURAL USE 5. ALL INFILTRATION AREAS MUJT BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CCNSTRUC%N ACUITY 15 REACHING THE INFILTRATION ARLA ALL INFILTRATION AREAS MUST BE INSPECTED 70 ENDURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROS' THE INFILTRATION AREA, STORM WATER POLLUTION PREVENTION PIAN VICTOR GARDENS NORTH ViLLAGE 7TH ADDITION DRA 91" OESIGN sY: C.M. C.W,P, CHCKO IFY; PFOJ. NO. C.W.P. 15-1588 OWGINALOATC: FEBRUARY 10. 2016 PREPARED FOR: KETTLER CONSTRUCTION 4A IIIc I ' 4. SITE PLANNING IT ENGRNEEKNG PLOWS ENGINEERING, RIC. 87M LAKE DRIVE SUHE 110 UNO LAKEC, MN 55014 PHONE` (851) 361A10 FAL'(MI) 3UI-0701 C5.1 SITE SPECIFIC INFORMATION PROJECT NAME 'ACTOR GARDEN'_' NORTH VILLAGE 7TH ADDITION PROJECT LOCATION ELLICREST AVENUE NORTH AT RDIEMARY WAY, HUDO, MINNESOTA LANTUOE 4i1_r.954 LONGITUDE: -93.019756 P13K),ECT OWNER KETTLER CONSTRUCTION RICH KETTLER 2 SOUTHPOINTE COURT ST.PAUL. MN 55727 (651) 462-7884 2S.1[(UCTION ACTLYITILDESCREMON THIS SITE IS THE SEVENTH ADDITION OF THE •'7CTOR GARDENS NORTH VILLAGE- DEVELOPMENT. THE PROPOSED DEVELOPMENT CONSISTS OF TWENTY-SEVEN (27) DETACHED TOWNHOME UNITS AND THREE (3) TWIN HOMES (6 UNITS) WITH NEW PRIVATE STREETS. STORM WATER MANAGEMENT WILL BE PROVIDED '3A ON-STF NURP POND, AND OFF-SITE NIURP POND. THE SITE WAS ROUGH GRADED PER PREVIOUS PLANS FOR THE DEVELOPMENT OF THE SITE. WETLANDS HAVE BEEN DELINEl TED AND ADJUSTED BY WAYNE JACOBSON, JACOBSON EW.11RONMENTAL, IN NOVEMBER 2015, THE PLANS REFLECT THE CURRENT DELINEATION. NO WETLAND IMPACTS ARE PROPOSED WTH THIS PROJECT. SITE AREA BEFORE AFTER COfISTRUCnON CONSTRUCnOH TOTAL -ITE AREA 651 ACRES TOTAL ESTIMATED IUPQRw0U5 0 ACRES 3.12 ACRES VITAL ESTIMATED PERVIOUS I ^ 51 -.CF-S 5.39 ACRES TOTAL DISTURBED AREA 6.0 ACRES RECEIVING WATERS WITHIN ONE MILE SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS, SOLS. SLOPES VEGETATION SOIL TYPE(SV, SEE 'CONSTRUCTION ACTI'ATY DEICRIPTION" FOR LIST OF SOILS TYPES :.LOPE''.` PrOPOSED SLOPES WILL OE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED ?A. 'EGETATK)n SEED AND MULCH IS PROPOSED FOR OISTUPBED AREAS PEWRPWSWPPP ('DEW"T ENGINEERING. INC. 6776 LAKE DRIVE UNO LAKES MN 55014 (651) 361-E200 PERSON WHO WIII. OVF.RSEF INPFMENTATION OF SWPPP (-CONTRACTOR-) 780 PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES CNSff.QM "3 TBD TRAINING DOCIIMFNTATION DOCUMENTATION MI ACCOMPANY THE SWPPP INDICATING THAT THE INOIIRDUALS IDENTIFIED IN PART A F. HAVE BEEN TRAINED IN ACCCIDANCE WTH THE REQUIREMENTS OF PART III,F, DOCUMENTATION SHALL INCLUDE: A. NAMESOF THE PERSONNEL ASSOCIATED MTN THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. S. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT CF TRAINING COUF;E OR WORKJHOP INCLUDING THE NUMBER OF HOURS OF 7RANING. SITE SEQUENCING & ESC NOTES PRICR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRICTOR SH'LL INST'.LL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. LILT FENCE CHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN O.CCORD NCE PATH PART IV.G, THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA CASIO TO MINIMIZE UNST,BIUZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HIVE TEMPORARY EROSION CONTROL PROTECTION CR PERMANENT co•.ER WITHIN FOURTEEN (14) DAYS THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT CI ECIFICATIONS AS MODIFIED BELOW. ITEM TWE OF SPECIAL IMPAIRED NAME OF WATER BODY WATER BODY WATER WATER ON-SITE POND POND NO ND GFF-;ITE PONDS POND NO NG ON-SITE WETLANDS WETLAND NO NO OFF-SITE WETLANDS WETLAND NO NO CL ARWATER CREEK STREAM NO YES SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS, SOLS. SLOPES VEGETATION SOIL TYPE(SV, SEE 'CONSTRUCTION ACTI'ATY DEICRIPTION" FOR LIST OF SOILS TYPES :.LOPE''.` PrOPOSED SLOPES WILL OE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED ?A. 'EGETATK)n SEED AND MULCH IS PROPOSED FOR OISTUPBED AREAS PEWRPWSWPPP ('DEW"T ENGINEERING. INC. 6776 LAKE DRIVE UNO LAKES MN 55014 (651) 361-E200 PERSON WHO WIII. OVF.RSEF INPFMENTATION OF SWPPP (-CONTRACTOR-) 780 PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES CNSff.QM "3 TBD TRAINING DOCIIMFNTATION DOCUMENTATION MI ACCOMPANY THE SWPPP INDICATING THAT THE INOIIRDUALS IDENTIFIED IN PART A F. HAVE BEEN TRAINED IN ACCCIDANCE WTH THE REQUIREMENTS OF PART III,F, DOCUMENTATION SHALL INCLUDE: A. NAMESOF THE PERSONNEL ASSOCIATED MTN THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. S. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT CF TRAINING COUF;E OR WORKJHOP INCLUDING THE NUMBER OF HOURS OF 7RANING. SITE SEQUENCING & ESC NOTES PRICR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRICTOR SH'LL INST'.LL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. LILT FENCE CHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN O.CCORD NCE PATH PART IV.G, THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA CASIO TO MINIMIZE UNST,BIUZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HIVE TEMPORARY EROSION CONTROL PROTECTION CR PERMANENT co•.ER WITHIN FOURTEEN (14) DAYS THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT CI ECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3E'6 SEED " 3678 • FOR TURF ESTABLISHMENT COMMERCIAL TURF MNOOT MI.: 25-131 (220 LBS/AORE) RESIDENTIAL TURF MNDOT MIX 25-151 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21--112 (ICO LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER WNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS CO.IER MNOOT MIX _2-111 (30.5 LS5/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS �ACAE) MULCH 3302 (TYPE 1 - DISC .`NCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3888 CATEGORY 2 • MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF _ ONCE PER 4 WEEKS '• SEEDED AREAS -HALL BE EITLIER MULCHED OR CO.EREO BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC uE'NL AND STABILIZED BY DISC -ANCHORING OR USE OF HYDRAULIC SOIL STABILIZERS ALL FECSION AND SED]RENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE W ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY UNES AND MAKE SURE THE EROSION CONTROL PRA^hCES NPLACE ]N THOSE ARE 'S PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTCR SHALL PROVIDE WOOD FIBER BLANKET FOR `-LL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 11 OR GREATER. PROTECT ALL STORM W'TER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE OTE HAS BEEN STABILIZED. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, 81GROLLS AND EROSION CONTROL BLANKET AS NEEDED THE CONTRACTOR SHALL FINAL GRADE S54ALE AREAS UPON STABILIZATION CF UP57REAM AREAS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL SEED, AND MULCH ANCHORED WITH A CTRAIGHT SIT DISC WITHIN 48 HOURS CF FINAL GRADINC, EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOL AND STABILIZED WITHIN 72 HOURS, ANY SOIL STOCKPILES ARE TO HAVE :TILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEERIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR -S HE_�FON51BILITY TO SWEEP/SCRAPE STCEETS S NECESSARY OR AS DIRECTED BY THE CITY. MAP OF SURFACE WATERS 1lA# I F A l CLEARWATER CRUX IS AN IMPAIRED WATER. ASSESSMENTUNIT: 01 070206-519 IMPARMENTS: AQUATIC MACROINVERTEBRATE BIOASSESSMENTS; FISHES BIOASSECSMENTS C.1 DURING CONSTRUCTION A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT N NO CASE LATER THAN `:E'EN (-) DAYS AFTER THE CONSTRUCTION ACP iTY IN THAT PORTION OF THE 517E HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPOTARY SEDIMENT BASIN REQUIREMENTS DESCRIFED IN PART III.9.1-5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN ATEA WTH FIVE (5) OR MORE ACRES DISTVRRFD AT ONE TIME C2 POST CONSTRUCTION. THE WATER QUALITY VOLUME THAT MUST BE TREATED BY THE PROJECT PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.C. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW 1MPERVIOUS SURFACES CREATED BY THE PROJECT. WHERE SITE CONDITIONS ALLOW, AT LEAST )i INCH OF WATER QUALITY VOLUME MUST BE INFILTRATED. `EL PART III.C.2 FOR MORE INFORMATION ON INFILTRATION DESIGN AND APPROPRIATE'ITE CONDITIONS IF IT IS DETERMINED THAT SITE CONGITIONs ARE NOT APPROPRIATE FOR INFILTRATION (E.G. LACI( OF 3 FT. OF SEPARATION TO=EA.ANALLY SATURATED GROUND WATER, PROXIMITY TO BEDROCK, CONTAMINATED SOILS) THE REASONS :HOULD BE DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. INFILTRATION IS NOT REWIRED IN HYDROLOGIC SOIL GROUP D SOILS. DRAYVN IVY: OESIGN BY: C.M. C.W.P. CHCK13 BY:PROJ. NO, C.W.P. 15-4588 ORIGIN NL DATE: FEBRUARY 10. 21316 O� F J = p a r�i Vel e =leo WG PREPARED FOR: KETTLER CONSTRUCTION STIE PLANNING 6 ENGINEERING PLOWE EN111INEENIN6, INC. 6776 LANE DRIVE SURE 1111 LINO LANES, MN 55014 RHONE: (851)931$119 FAX (661) 361-5701 STORM WATER POLLUTION PREVENTION PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION C52 CR sm 10 5uaex 1114 X -c 2,!Z, A V1 i ?- �*wowll&'z6 PW.:e ?-.5' AL 6 AM&f IC4& 4-WUW ya 9-4(cwty RM 7 RubRu"I HAVU Z, '46 u f,411&1GPY i4 5 dOAff Y,t 0 c,. Z Vjlyhlt HAlt 13F tf P,4t-M F/k 6, J7/ - Ar c 7 A p� z 11m fmG Ci 1.44 5vetm/ 11 Cr l P7 Jr r v fI CCsIc Toi- V t ll� 76 &ibrahamsonMA LAMSC"E A DESIGN & NMoty Beauty Since 1928 2002138cffi*9rlx 21ODTOWNDF. 32573bftRaW35 smd1almyssm 969woom MK. I= SL Compok m $4024 (011433 -WI rfAlAing-NAA r j:. 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[asrsa�al�a.a� �UGo smodi,,aexlmn 86tl,�.M."M s.aOk� F[s1WF ])A apAwNrre: L IVA -p Cdoftr $pliF4 1Fvru�,v �r�',Enwr� SNawraam+l�o 5p�,e€� C- Lwr- koC444 i .*c Cprmjp.#cr WatmAg tti �cacr� arca Hr��-�uc-�t �]- �.1rT4C 13�U�c/V1u�re�cC 81RCM �F r- SPlJfa MINuI,s Wer66u F • C,�wCOAO B4AWAY rw&o k&c,6r.4 6-- Dd,rk« Y SF-DurI t4o`sr, f 131.4,Cr tyfso Sc.. --44 t io rR f5 5,f -t, v1 p Fr p4braLANDSCAPE PLAN �amson ��� LANDSCAPE ♦ DESIGN ► NURSERY Vic,ro) t ar M iMAII A QRrN Viwm 6 r: SeaUW Since 1928 T Vf kj 0 Rim t .fY 20M Lcax y3ap�erw. [asrsa�al�a.a� �UGo smodi,,aexlmn 86tl,�.M."M s.aOk� F[s1WF ])A apAwNrre: L LEFT ELEVATION 6GAI.EI!a' = 140' A5PEFI UI Ki(�Hi Ct�GVH11�v yµ+,�a l!P • 140• REAR ELEVATION J14. • I4e AtMW III L4fl� YIQ 4 V0I wW qI +•O fA �+up Zo zs1 IM:; LL D. GaP32 DATE: 3.10.16 REMDNSi JCCOWUM. N0, 216169 WHET NO. ASPEN III SLAB 2 LEFT ELEVATION 5TONERETURN REAR EL LVA I IUN "° ^"�^� RIGH I �LCVA I IUN SCALE- 118" - 1'-0^ UNIT "A" SCALE- 1/1" • 1'-O' UNIT 'A' YUE� I le'' !'-0" UNIT 'A' THIN CUT VENEER UNIT "A" FRONT ELEVATION 56ALE- I/4' - p.0' I,HO 5Q PT. Ff. 192 50. FT. OFR. PORCH THE WOODLANDS OF MAPLEWOOD UNITS "A" SLAB ON GRADE °u-33 Zoo MaIR a ";.M .� ig aa��d70 DATE. S -ID -12 CONK. N0. alz2za SHEEIT N0. 1 CONT. Mae VENT ' K16KOUT ASNHIO TO W IN57ALLE0 A5 MEMO FLXTERIOR ' EWALL PIN191ER TO VERIFY KI000UT CONT R VCE VENT PL.,. 191NSTALLEO PRIOR TO FIN19HINO - CARPENTER TO FLASH ALL EKTERIOR WI IOOW5 ANO OOOR5 PER TO WH 6166 YALE FtEQUIRENENt5 NONfiUMCTIOWL SAOOLE W/ FULL-1WOOD 12 LOUVER ICE --V 6 AT MJA6ENY MALLS INYL 5vlw THIN CUT VENEER UNIT "A" FRONT ELEVATION 56ALE- I/4' - p.0' I,HO 5Q PT. Ff. 192 50. FT. OFR. PORCH THE WOODLANDS OF MAPLEWOOD UNITS "A" SLAB ON GRADE °u-33 Zoo MaIR a ";.M .� ig aa��d70 DATE. S -ID -12 CONK. N0. alz2za SHEEIT N0. 1 I0-6' 32'0'Id-W r— -----------1 -- ------ I It''a' Y610' ' POUR® POINAATIOH WALLS 5LAE5 FOUNDATION P SCALE 114" • 1''d' NOTES BRAWN BT: Co nOAa Wi r w WI1N A W9TG3L PERMOF Ia�4N9Tl CO11IR0 N1xW I tOP Q w '--- 0lII0 3 TIAV RS0 RI pSM ]NP11' AIR STAR NC141 vEW 39' MTR R6[R 44 6P6' I :6'46' WMr, FYI. I �. ~ TeMPte!ONN IrtOtlA InIwA 7 o I I I I I I I UNEXCAVATED I I I I I I b - ' oeL anaA��e+owr - I I I I II I L--J I t h L---------- —._--- Q d a I�`a T,m 66NOm 1RUe6E] T9 L _. I______ 4' OF 6' POINTED I 44" DP 6' FOLMO i I I I I I I 20W LONG. Fro, I I I I I I I I I I I I I I I I I I I I I I I I I I I f I ! I I I 1 I I I UNEXCAVATED I I I 1 I I I I I I I I I I I I I I i I' � 6" POURED I I I. III I I I I I YU'xa" LON�E0. ,' I I I I I I I I f I I I = I I I I I I I I 6" OF a" P6URED I I I 46 LF 6" POURED I YO'xd' LON`L. PTO., I r _ I IF -� I I —� I I I I I I I rz b I I I 4^ OF 6' F0.1?eD 4 �41' I'-16' 516' I 44° OF e" POVReO I I Y�0'x6' LONL.PT6. J� \ \ I 1 7 T _ J- P.` 6° POINTED I I ° I 4' or 6' POIAReV r 140'6p LONL. FT6 16'X6' 44 OF 9• FOUREO I I FI I P6'x6^ LONL. PTS. _ L J L---' ----J a J -------------� �1-7- I Y• MI. IL I YM' R'9' V-4' I I I I I I I I I 6" 6' FOURPD i I I 40i" 'FIGFT6� Id'xa' CONC I I I e I I UNEXCAVATED I I I I I I I I I as i I I I l I cF 6" FwREv I I I Sd' OF 6" POJREO 11a4L" I I______ L ONL. PTD.— —I -- ------ I It''a' Y610' ' POUR® POINAATIOH WALLS 5LAE5 FOUNDATION P SCALE 114" • 1''d' NOTES BRAWN BT: Co nOAa Wi r w WI1N A W9TG3L PERMOF Ia�4N9Tl CO11IR0 N1xW V /.$ J'q L. W` tOP Q w }- Aµ (RNN34 TO! IG•G T111N 1' � IIJ. NMNRIL] 3 TIAV RS0 RI pSM ]NP11' AIR STAR NC141 vEW 39' MTR R6[R Av S` FINrWL' 6N311r RIE419N6 N EYEN'f 6*E4T409N IIIP 11N [. "1!M1 4RW A((2!. �. ~ TeMPte!ONN IrtOtlA InIwA 7 o eAeLVSf, Yii N AIR IMLYI IIUT 1411 A CCL41a ICLYIe 11311E NNII SI' 1301INR T6R1 A ZiTena U c3N1N9R 9nNe Arca To M eNA4oa"s L IIUYE aN ALL RWY Z � LL aZ � o . ' oeL anaA��e+owr - Ilmm� cows L4 can Naziw r Au X31 Q d a I�`a T,m 66NOm 1RUe6E] T9 L _. .4euWrr wir. ePa cwucnr- ee3l.ee. ¢I • FEtrLA PRO(.6e WINDOWS (HUW) ' rTDR. TO VERIFY ALL NOW, DOOR 6 C.O. NOR. HT5. ' 9'rI I/L' FLAIE Nf. UNLESS NOTED VMRWISS ' ALL 41705, SET 6 d•D" LN Z55 NOTED OTWRWISE BRAWN BT: Co CORN- N0. FIRST FLOOR PLAN tOP SHEEETTNNO. SCALE- 110= 1'-0' 1,410 ]O. FT. 192 50. FT. OPT 4 BEASM PORCH 2 RDCE Cw ROM BODE ROOF 4 VENT 12 1� 23�'SMINOLES 05" 541N6Le5 0.4l� 0.2! T/16p,Sp, 51CATNI�p ROOF TRV55E5 f 24 OL. lay MF61 VENT OOF 14104 VALLEY JACK ROOF RV55EL ! 50FPIT f 24" OIT VALLEY JACK ! , MMI RSM IN511L VROOFETRUSSES 0gpp5p0P SSOA ROOF 1Y ROOF TRUJ55E5 8 17411 O.C.1.61ALL 44° OL. R-44 INSUL /z! CORNERS AID TO Be 1� i ICE 5N1ELp OR EQUAL 2''� IDR T COVEI✓EO Y! BLINDING PAPER, PRIOR TO 510NIG RED W/ DUN TO 24" MICE WALL PROVDE SOLID DLOCKMMi AT ALL VENT BAFFLES 5'JPFORT DEAi15 TO POINT LOADS PROV De Soup OLOCKIN6 AT ALL —VAULTED) AT 24' O.C. SUPPORT BETO POINT LOAV5 ALUM. FASCIA r• VFPQfl IMIER SNEETROLK - ALUM. E7rFIT w;;rt 5 GIRDER TRUOB 3 -II L. "F" TRIM VENT DAPPLES w R W.I I AT 24. O.C. a {SEE ELEY1 4w6"TIA P! ATE �• NSODMIG T(16' 0.5D. T111N8 2x6 STUDS /O.C. 112 %12 :� 04. OFT. A61LHIXi STRAPS - R-19 M1d"TDN W/ 511.1- SEALER 112' TYPE "A' DTP. SOON VAPOR BARRIER I Y• SNFeTR,:GK 310' CONC. FLOOR Wl POLY UNDER W/ VENTS IL6" ALL WALLSCOMMON TO LIVING AREA Sle TTPE R10 MEULATION R-10 IN5UAATION- -10 MISULATDN G2UNPALNONI-WM(d• F42IMD11lON WILL - 'F" TRM FOUNDATIdS WALL WATER OOPMD WATERPROOFMM 4 6' OURW WATER "PROOFING 4 OF6;POURE '�A�� 4 qF 6e?Olf2E0 FI p11 e" 44 OF 0' POUiW 44 OP B POURED GR055 SECTION -FTG. 2Cw6" LONG FTG. 20'SB" GONG. PTO. za"x0° GONG. FTG. y {, SCALE, 1/4' = I' -al UNIT "A" RDCE P10TE5+ wRlc mW wr AWn x GWiPPeP wmi "N .F.Ra.! uoP6F. x YLMCNWii TO AE LEM TIMirwN.l wuw.aiaa xAR WWCTj. NNNe�.atR Q.YT NE 1ALY2 R:W:GIAIW W CYNR 6lIAlA6M MIP I"a CORCDI 6MAW 1LLXN 1a liW R'FWv"LwC.G IL �.KL4WwW nE us.eMr. Aw N "Wr R04W IIM N:tlIR MWf III.Y xa IwaO. RNN A L�6aMIPL.lfNW a6T6 TE G0lg00C. a wi.LL RANM� R pN, 61LOe I ILL NF vw i MIIv umpOO°eo m.s�xRr�own IwIMA RaYNa'ALIP 6LOIXNP 4 N.1. L�LYiWP'.YA ARa LMMCUT fAW lea I Ice d WATER y U LO ALL VALLeY5 ICE d WATER SHIELO 44" UP ALL WAU S W RE ROOF RNl9 ALONG WALL • ALL WReWS OR NAKl MIND OA I"W THROUON STUCCO Ofw 501N6 MU5T Be Flie-ORILLEO ANO WALED W/ 51LICONE TO PREVEAIT WATER LdAllZASE LL8L'OCwRRACTOR5 MUST REAL ALL PENETRATIONS TO EXTERIOR OF NOUSE WHEN ANY HOLES ARE CUT OR PENETRATI 15 ARE COMPLETED " FLAW ALL WINOOW9 ANO 0OOR5 KICKOUT FLASHING TO BE iNSTALLEO BY ROOrERB 8. CC MNUOU5 VAPOR BARRIER AT ALL WALL TO AON TOP OF AL TOPX TERIOR ND PLATES TAPE ALL VAPOR BARRIER& FOAM ALA. WIRE5 ANO ITEMS TRAY P TRATE VAPOR BARRIER, ROAM AROUAD Ail. WINDOWS ANO ODORS. TO AT'TY. ALL CAN' Le 'ERC, CORNERS. d RIMS TO 5E COVERED W{ BLOC. PAPER PRIOR TO 5DINO. •gin Ad i f{9 COMM. NO. xlaaao SHEET NO. 3 BODE 1� 23�'SMINOLES R" ° BSESS iT24� OL. IDT MF61 . VE W VROOFETRUSSES 0gpp5p0P SSOA ROOF 1Y 44° OL. R-44 INSUL /z! ALL CANTILEVERS, CORNeR7 ANO RLMS TO IN: COVERED W1 OULP RO PAPER, PRIOR TO 51171NO PROV De Soup OLOCKIN6 AT ALL SUPPORT BETO POINT LOAV5 Le SNIELO OR EQUAL. 2t0" TO 24• INSDe WALL VENT DAPPLES AT 24. O.C. FASCIA �• VAPQR BARRIER R'Ar]ER - Awn. ALUM, BOFFI7 112' TYPE "A' DTP. SOON !1B' W/ VENTS IL6" ALL WALLSCOMMON TO LIVING AREA Sle TTPE - 'F" TRM 6YP. OP. ON CEILING � y {, ANS,Py PVTy.RIOR WALL 6Np17UIING SSEE FLEV) WALL N,I' p 51FA7NIAMi p7 f Yxd 7e 1 I/ p.4 R-19 1N511LAYION TNIQ LUf Y TREATED PLPTE YA AOR 9PRRIOR 112 'OHEETROCK STONE I!2 NIY f. B. P 32 p.G 9 I/2• LOAIC. FLOOR VENEER 4' CON- FLOOR W. FISERMPSH W SNA.CgJ�ReI soAPS W/ POLY UNDeR PATIO LIT- B.- OF 6. ramp -10 INlamFouwATION WALL. 40" OP a• Powep Ol1WATIdJ WALL ii�ii R-10 INSULATI 4A-6 neo '6'XB'cpuc.Fro ATER PROOFING ° 1[4,0'OF GROSS SECTION 44' GF B" POCKED OF 6• POUR W G"POlAlep 011Xe' CONIC. FTG. SCALE. 114" • 1'-d UNIT "A•YD"w6" LONG FTG. P10TE5+ wRlc mW wr AWn x GWiPPeP wmi "N .F.Ra.! uoP6F. x YLMCNWii TO AE LEM TIMirwN.l wuw.aiaa xAR WWCTj. NNNe�.atR Q.YT NE 1ALY2 R:W:GIAIW W CYNR 6lIAlA6M MIP I"a CORCDI 6MAW 1LLXN 1a liW R'FWv"LwC.G IL �.KL4WwW nE us.eMr. Aw N "Wr R04W IIM N:tlIR MWf III.Y xa IwaO. RNN A L�6aMIPL.lfNW a6T6 TE G0lg00C. a wi.LL RANM� R pN, 61LOe I ILL NF vw i MIIv umpOO°eo m.s�xRr�own IwIMA RaYNa'ALIP 6LOIXNP 4 N.1. L�LYiWP'.YA ARa LMMCUT fAW lea I Ice d WATER y U LO ALL VALLeY5 ICE d WATER SHIELO 44" UP ALL WAU S W RE ROOF RNl9 ALONG WALL • ALL WReWS OR NAKl MIND OA I"W THROUON STUCCO Ofw 501N6 MU5T Be Flie-ORILLEO ANO WALED W/ 51LICONE TO PREVEAIT WATER LdAllZASE LL8L'OCwRRACTOR5 MUST REAL ALL PENETRATIONS TO EXTERIOR OF NOUSE WHEN ANY HOLES ARE CUT OR PENETRATI 15 ARE COMPLETED " FLAW ALL WINOOW9 ANO 0OOR5 KICKOUT FLASHING TO BE iNSTALLEO BY ROOrERB 8. CC MNUOU5 VAPOR BARRIER AT ALL WALL TO AON TOP OF AL TOPX TERIOR ND PLATES TAPE ALL VAPOR BARRIER& FOAM ALA. WIRE5 ANO ITEMS TRAY P TRATE VAPOR BARRIER, ROAM AROUAD Ail. WINDOWS ANO ODORS. TO AT'TY. ALL CAN' Le 'ERC, CORNERS. d RIMS TO 5E COVERED W{ BLOC. PAPER PRIOR TO 5DINO. •gin Ad i f{9 COMM. NO. xlaaao SHEET NO. 3 LEFT ELEVATION SCAL, 114. a I' -0l LNCSThNiT III RlGf� f CLCVH i ivi� SLAlE• U4": lyd G>fSTMR III REAR ELEVATION 6GLE. 1/4' • I -d LICSfl11R f11 CHESTNUT III SLAB mum, NIL 1161SS SHEET N0, 2 REAR ELEVATION SCALE, III, • II -O° CANT. R106E VENT ���JJJJ JJJ 2 JJJ �J JJJJ JJJJJJ 12 JJJJ�J 7� sUe�' 6'x�" uHCT1oNu VINYL SIOINO YI009 LOUVER TRIO. 6X6 WOW -- THIN CUT STOW POST 807 0 TO YIS EER "..fin ON 26°X46" THIN Co STONE FRONT ELEVATION SCALE, 1.603 SQ FT. I [WN FIN. 2.601 S&Oa . FT'.07AL f 196 o0. FT. FORCH ® --- -FF9T F�ODR CEk6K.� Ile❑❑❑❑❑ ±� =❑❑❑❑❑ al �❑❑❑❑D _ IiI J ❑ ❑ ❑ ❑ ❑ _ ____FIR9T FLOOR_____ J R - ____9ASEMENT LEIWO-���/// KICKOUT FLASHING TO OF INSTILLED AS NEEDED EXTERIOR YAII FINISHER TO VERIFY KICKWT _ PL/5NIN81S RATALLEV PRIOR TO FINISH" CARPENTER TO PLASH ALL EXTERIOR W WOWS X70 90M PER TO IML s IOC COVE WGUIRERMT5 E BASEMENT FLOOR CHESTNUT/ JOHNSON THE WOODLANDS OF MAPLEWOOD z 0 0 -4E- E - c) P4 W Ei E- x FCFV 4-2-17 0. TE: d-17 REMSICK: 3-IJ22 LO d-3-12 LV COMM. NO. xlal9l __ SHEET NO. I ' PELLA PROLINE WKVOW6 IHUNSI I ' OLOR. TO Vet IFY � LL WOK OWN 6 CD. IDR -RTS. I ' 8-0 POURED LONG FOuWAT10N W/ TRIPLE PLATES ' ALL = SET t d -Id' UNLEBB NOTED OTHERWISE ' ALL FL00R5 TO It L1460 LPI 4AN1IF. TO VERIFY FRANIW BELOW ORANITC TOPE ABOVE ' A551MI617 501L SRO. CAPACITY 2.000 LBS. FOUNDATION PLAN 5LALC' 1f41 - ILO' 1,698 50, FT, MUT, FIN, 1d -Id' 16 ' I P05T ON 1814 DECK ABOVE \ 3-11 -II T(._8' = OR. ft-� I S NIIL ----- `_-=---_ r - --.--- 1I�TO 201 SO_WA-T_UO_E 1 Pa WOOD 1 POST ON 30'9 1 50NAVAE 1 1 1 4 5EASON I PORCH ABOVE I r — — — —12 10— 1 YM STUDS P 16' O.O. H I I I I 44' 0P e' POURED 4 aF 6'c D POUR j I YO'X6° GONG FTG. 340 a I I I 1I I i----- — B -O PATIO DORt -----J - MR001A hJ 13.8714-7 I 2•II TlB"ML.1r-----1 F --- 9 I!Y' LPI I 0 O"5Pl6"O'" 4 OF 6 POLREO I 16"OC I 44" OF B'e. FT I I G. 16-X81. come. FTiL 2:.4 FURRING' R-11 MUL I I I I I 60 t=- -- - II If 11 221,x" --- --- IIII 9d1 1M I 101111 1111111 I - I YO ;A' CONL. F76.8"PP MOPED 4'9' IIII Ilii I CEIL9/0 uP 19R FUTURE '' `40--- -----�---I n 19-1FAaMiao-a 4�naxi P6j- '\ R.I. 3/4 I 3 ill' GONG SLAB I I' Il I ' MAD 193I 8�•I^ CLO VTf L ` ` - --TI F'VANITY} I 9P' OF 0 POuRw 26 X8- CONC. PTO. al 11 T 8111 I I 11 2" F9WWiIH 9: {511"1 1 1 2fl ' I j 11 0 STAIRS I w1 I YlpliivENTJ I 9 112" 171 I I i SUIw `X6 5TUD5 IE 0L. I 4' OP e'FL I 20"%8" Cow- F fTb. I I I I I I MECH./ STORAGE I UWINI6HE0 NI 9Ile LPI d' OL I I i I I 5° - 6" POURED 68 OP 6' POURED I EO'%B" CONC. FT6. 7- --\---�--- ---- 11 �J \ \ — — — — — —, UNEXCAVATED \ , / I as e' POUREv. I 0 OF B" POUEIED COWL. FTC. / / I —1 F-----7 F--� ELd' >'-0' ' I Yldr r-plr d-4�" 1y9i' UNEXCAVATED 3 - B' aF 6' POURED I 40" OF 4' POUR® 1 1d AW, LONG. FTb. I 8"d5"D I I OF B PMMEO I IP"%8" LO is NG FT6. FT& I I I I I I I I I I I I I I I I 4d or P01%iE0 I L ---- — -- 1d w-- 0. IY'-Y' I�9 10 n I.� 14 dW RA9.IN0 NOTE5' 6" ���y I. 91141011 5 WR" A VNInGeL IIwx 61° �a J 1L1e5G� TNW wLN'� m [wlvfm Nml ec LU 4{65.311 5/4" OECKINO � i aLL NBIN6I YO�LHS MOel4'I HIL eUNUeleLO �''� 2-2X6 i TEMP. FALL Vr1w e+ '2 efANITlw10'Eniwll9EGF AM' SCISSORS Ep�p6Y FEEL j 2%a �. rncvlx eNEXe Dema ao el 6vwT zz ]RU95E5 I 'b ~ KLF'0 W /M n[ G�iwn sn'M Armes �e i L Mac, C I = 33w2w ne eArirc a wLi u"�'" oe�" 9 IZ BC. 1I VAULTED 16-4x11.2� L[LMN IBNNF NYId ]INN 4A ?¢.a �1 4 SEA50N PORCH 2.91/2'41. 4OP OMYO"`�°TO °eLOn�°m Z= CARPET x InrL wlAu "L.xB dZm ^ i � �I oii mem l6]Ait4LCJB LL gp:•, . L` I ��44����pp • N10VtleeC�0.�p.6NLIX�A(INalN9uA<�N FLUSH YEAR II \ ikL^ y 1 2XIZ-7 CARPET ¢ bl1O 1pl M6mUspY11.4�1ttNI¢xeeAe LD6 aa�Wa QL2-91/YiML. .,O_n .r6_n j� no 2-9 U2p AVL. BOpCB �W - - IS LT. Pr`i �In V b FLUSH HEARTH 24 J, lid 31 LIVING- C r2. I"Xw8 pg�pl i 70 CARPET N i G71LE - G VANITY O 3?, -'d SOFFIT 1 B -O_____ VANITY ' .TILES 10" TREADS 30'7164" f, i Il 24. LED!£ ISLAND I I �� E�6LY. �, y.,° 52" 441y I 19 II - da Z I r - DIAIE7TE 1' r RADON BL :%4 VENT V WALL t B.I. FOR PKT. OR. RAISE 00 b 10-1XQ�1�0J.1 gg $ A A ='20 GRPET a 14 -4X6 -F mot PO FOYERo� u•3%10 -o i _ yS, i W O ,:AOOM 12 J' 24. IIL11' I' FLId' � 1119 CASE .e 6L1' BEARW LEO 1%.2x4 Al FOR TRUSSE5 t THEW SEAT ~ WALL t NOIN6 WA649 2.9 Ill" ML. _ FOR MT. OR. - 3365•YW PROM g % 2B T9%T•10 °�L 2A0 IYLY 3Q 22X0 •+: PORCH r r' Mo. TEPs I % 9'•11 = I/2" OA ML 5 OPTIONAL PROVIDE BEARING LW _ FOR Ti1189E9 t THESE WALiS — �_ 50FFI5 42X6. —�99EO GHfd7ER'TROFS.-''_.__,_ SnILa ILO' d•d' 2'•i d-4' 13'-J' TRT0. 6%P WOOD 19.021-/ AV& 112" TYPE W OTF. W. ON POST EOxe,, T � O rAo.ALL WALLS 0AMION TO 16 XI6" ON EB X2541 LIVNO AREA a/8 TYPE THIN LUT STONE 4" CON6. FLOOR %" W. CO. ON MLIN" VENEER ITTP.I N/ FIBERNE.SR - DATE: I -6'111 NENSIONS: EROT HE L 5-16-12 LD - 4-3-12 LD 224 t _________________ _______ i 16'115' OARAEE DOOR � I 1 I ' PELLA PROLINE WINO915 AMINO) I BLDR. 1:O V ATE H ALL MOW. NOTI 7 114 HOIL HTS. 911 115 PLATE Hf. UNLESS NOTED DTIFYiW',5E H ' ALL W1705. SET P 5'-0 UU-=5 NOTW OTHERWISE I I j I DRAWN BM li j51A1P501J 5W14 1 FIRST FLOOR PLAN COMM. NO. THIN OUT STONE I AH15 W STRAPS 1 SCALE, Ila' .ILO' 1,509 5D. FT, YCNEER THIS WALT- Y2xIY CONT, i 196 50. FT. PORCH 212101 ETN ----- T11 SHEET NQ 5TONE VENEER Or a' POURED K0' Come— Fro..Ip�uL� GRED 51 OF 8' POUTED PDMS' LDNL FTG, BEARING LEG OR IN TIE A5 REO. ON Y11 MIN. OF WAS -ED NA 6RA,<EL GR055 SECTION "A" OR [BUSIED ROCK, AtD COVERED WfIH 6• NINIMAAM SCALE I/4', I'-0' OP SANE MATERIAL. 11.11 TYPE 'M' GTP. BD. ON ALL WALLS COMMON TO LIVING AREA 7/a" TTFE 'X' OYP. BO. ON CEILING 4' LOKC. FLOOR W/ FISERMESH CONT. RIDGE ROE 4T 1 YeNT 237'SNNGIP9 16'X6" Cowl FTG. FDNNgill WAI i_ 7". fLT TER WING 8Wi1OF POL'RE9 NGYL e 51. 14 T/lO.SA, TD PER PLANTP Il COW- FTG. ROOF TRUf 44 OC. BYMFG) SSES mKPDT. p 12 ------- 1-77%75 VE17 I •20OA 77 BOOP RIM DETAIL 4 MIL MY VAPOR 8-44 INGUL I/2" GYP BOl VALLEY JACK ALL CANTILEVERS, LORIER5 AND Rift TO Be R-19 INSULATION ROOF TRU :SES COVERED W! BUILDING PAPER, PRIOR TO SUING GLUED b NAILEtl b 24" O.C. (rm) PROVIDE SOCIO 19LOLKI. AT ALL = UFFORT 5E4I6S TO FJINT LOA05 ll RIM Or a' POURED K0' Come— Fro..Ip�uL� GRED 51 OF 8' POUTED PDMS' LDNL FTG, BEARING LEG OR IN TIE A5 REO. ON Y11 MIN. OF WAS -ED NA 6RA,<EL GR055 SECTION "A" OR [BUSIED ROCK, AtD COVERED WfIH 6• NINIMAAM SCALE I/4', I'-0' OP SANE MATERIAL. 11.11 TYPE 'M' GTP. BD. ON ALL WALLS COMMON TO LIVING AREA 7/a" TTFE 'X' OYP. BO. ON CEILING 4' LOKC. FLOOR W/ FISERMESH 44V—R.VAPOR 8" GF 6" POURED 4T 1 4d1 OF 8" POURED uai T_5y �o 16'X6" Cowl FTG. FDNNgill WAI i_ I!'�'xIP7 A.G. P 3YATEO4 O.G TER WING 8Wi1OF POL'RE9 NGYL GM' OF a" POURED TD PER PLANTP Il COW- FTG. :Y JACK TRUSSES aem NG LEG VA?OR BARRBR 7/6 SIESMOCK W1IPOLY UNDER R-10 INSUL. , VAU47EDJ 3 -II ExTSIRIOR WALL OR- 51DING(SEE ELEV) WTRAP X5TWGo OL1N0 9 INOULATION VI BARRIER 112" SIEETROLK wPTERPft."' 4 GF 66'' POIIREO 44' OF 8 POURED 20'x'' COAL. FTC'. CUNT. R106E VENT EME 237' SHIN^LES P 19' FLT T/16 OS$. SHEATHIN6 ROOT TRUSSES 1 24 OC. {BY MPG) 7.z7 YENT AUOF 1'•P00 9ral R-44 INGUL 12 9,47 ALL CANTILEVERS, BUILDING PAPS AND I R TO BE UI LOTIEAED W! BUILDING PAPER, PRIOR TD SUING PROVIDe SOLID BLOCKING AT ALL SUPPORT BEARS TO PONT LOADS - VAPOR BARRIER 7/e" 5HWIR06K %TERNGR PN16'H PER PLPH 44V—R.VAPOR 5FBATHINO PER PLAN 2X6 SNOS 6 16' OC 4T 1 8.14 lmSuLATION uai T_5y �o I I/." 5TYRO IU lAAT10N 314" I!'�'xIP7 A.G. P 3YATEO4 O.G OLUE7J4'DECK 4WARD.. NGYL 1 i 11 TD PER PLANTP LPI PERPUT. �Jp5T5 -T_0.1.WI 3/G BOLT(VERrtYLPI mKPDT. WJ SILL SEALER _ IJP", ------- RIM DETAIL @ DECK 44V—R.VAPOR EXTERIOR PNISH PER PLAN 1/2' AFIO S SCATHING FFR PLAN 2X6 STUDS OC uai T_5y �o R-19 INSULATION =Ill 314' I!'�'xIP7 A.G. P 3YATEO4 O.G 6LLlTDM150L. ---�� 1 i 11 RIM LPI PERPUT. -------YOB 112"DAPQRFLI WJ SILL SEALER _ (%% r J4 IyJ 3 ------- 8.. 2K4 RIMING RIM DETAIL 4 MIL MY VAPOR EATERIOR FN15H PER PLM I/2" GYP BOl 5EATHIN6 PER PIAN 2X6 5TUD51 16" OC x IA a tiAW R-19 INSULATION 3/4' GSH. Z �,o GLUED b NAILEtl 11 If II I1 II POLY UNDERI ll RIM LPI PER PLM 2-2X0 PLATES YI VENTS 4%b iRm PLATE W/ IB" BOLTS 6 3P' OC PUT, IN, GYP BGMO� OPT. ANCHOR STRAPS W/ SILL SeM19t 4 ML FOLY VAPOR 5ELT10K 1300.0I10 SLBP 13 2X4 STUDS ALL PIPE JOINTS AND PITMb9 R-11 INSULATION OF THE 40M MW. 570.71E aLDO. CODE 4 ML POLY VAPOR POUBEP CONCRETE rl I/2" GTP BOARD FWNOA . PER PLM RIM DETAIL DRAIN TILE AS REQ. ON2' MN, OF WASHED GRAVEL OR CRUCAED ROCK, AND COVERED WITH 4" MIN1MLw OF SAME MATERIAL. 6RO55 SECTION 11 E5 RID INSEE. SCALE, 1/441. I' -d' ------ SLOPED I f I 1 11 2-2K6 PLATES uai T_5y �o ------ CEILING 11 11 11 I!'�'xIP7 A.G. P 3YATEO4 O.G " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT ---�� 1 i 11 OPT. ANCHOR 5TRAP5 II I "STALLATDN OF A FAN (ADIOS') -------YOB 3 WJ SILL SEALER _ (%% r J4 IyJ 3 ------- 11 11 11 2K4 RIMING SHIELD OR EQUAL I I F. PAN MAY BE INSTALLED (AFI03.12) Dt _ R-11 MOLL x IA a tiAW II I1 II 11 II 11 11 II 11 pJY CONIC. FLOOR Z �,o AT 2M' 11 If II I1 II POLY UNDERI ALUM. PrSGIA ALUM. SOFFIT u4n I I I I DRAIN TILE AS REQ. ON2' MN, OF WASHED GRAVEL OR CRUCAED ROCK, AND COVERED WITH 4" MIN1MLw OF SAME MATERIAL. 6RO55 SECTION 11 E5 RID INSEE. SCALE, 1/441. I' -d' ' MANUIl OMBNED RDOr TRUSSES NOTES' 1 I uai T_5y �o PRIOR TO FINISHING ' FULL ICE 6 WATER SHICLP AT ROOF PRCJES 4/12 AND BELOW 1� 3MIN. AB5 OR PVC CR EOUIVAENT P-9 " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT 1I 6ASTI6N7 PIPE IAFID3.6.Ir r I j /;+PROl SPACE "r FUTUREl- „T SHEET NO. II I "STALLATDN OF A FAN (ADIOS') ' 3 �I M IN. 24" DW2ETER CENTERED ON III TIC AX15 OF THE VENT STALK 1 i .IN.'.'ERTILAL DISTANCE 96" (%% r J4 IyJ 3 PER PLAN L J' T INSTAL- LIVE OUTLET IN ATI6 WHERE D = SHIELD OR EQUAL I I F. PAN MAY BE INSTALLED (AFI03.12) Dt _ TO Y4' INSIDE YPLL TO 24' x IA a tiAW PER PLAN Z �,o AT 2M' INSTALL LABEL READING (RADON REDUCTION d� ' ALUM. PrSGIA ALUM. SOFFIT SYSTEM) ON THE VENT Pill AT EACH FLOOR ANP IN ACLE551B1.E ATIC5 (Al vlpvxs eoLD 7l9plxy x A4. A LIBOR YI VENTS Ja PLAN SUBMITTED UMPER 'ALTERNATIVE OE51GN' PER 5ELT10K 1300.0I10 SLBP 13 O.rmo!m WALL ALL PIPE JOINTS AND PITMb9 I I(.0 A WATER SHICLD ALL VALLEYS OF THE 40M MW. 570.71E aLDO. CODE TO BE aLLBO OR TRANSITION GOIRLMIGS GAB. SFETHING 17" .P U05 1 HO�GC- WHERE ROOF —.9 lLON6 WALL SEAL AA, I`LOOR OPENINGS ' ALL S eve, OR _L5 BEING PER FLP}I r—.___J I I mo! PER PLAN = I I I INSTALL LABEL READING (RADON REDUCTION ION THE N EACHLZOIR Al SCALED W/SILICONE TO 714"OE6KNHG I I AND NM ACCESSIBLE TICS PREVENT WATER LEA'.AOE TRTO. 2-2XID J616 f 16" O.G. I I ALL CONTROLI90i JOINTS, " AlL Ell ll.6TOiRs MUST SCAL II II CONSTRUCTION JONTS, ANANY OTHER ALL PENETRATIONS TO EXTSRKR OF SEAL ALL JOINTS JOINTS M LONCRE7E 5LAB5 SHALL BE I I 9EALE0 WITH CAULK OR SEALANT P BETWEEN SLABI I ! > j i AND FOUND. WALL 11 IN 5EAE0 SUMP BASKET � �? o I KICNOUT MA51l TO BE INSTALLED BY ROOFERS I I MN. b ML OR 3 MIL CROSS - 16ij r 4' PERPOR4TEP DRAIN I I LAMYMTEO POLY SHALL BE I, T TILE WJFILTER FAaRIL 9'X16' ROCK TRENCH L J LAPPED 13' A . PEALED BELOW THE SLAB AD GN TOP OP 4 MIN. SMD 6A5 6 s _ e ti {I"•I 1/2x) PERMEABLE LAYER r a 50NATUSE (TYP.) PASSIVE RADON DETAIL PENETRATE VAPOR 9ARRIER, FOAM AA TUND ALL WINDOWS AND POOR T. SLALEIII' = I' -dl TO ATTIC. ' MANUIl OMBNED RDOr TRUSSES NOTES' " KICKOUr FLASHING TO Be INSTALLED AS NEEDED BY Rom lNG CONTRACTOR EXTERIOR WALL FINISHER TO VERIFY THATKICKOUT FLASHING 15 INSTALLED I. WIWx a RMl x rovTKSL GPfx d UlliO� L4�IYBf LE xwPrm N1N NI PRIOR TO FINISHING ' FULL ICE 6 WATER SHICLP AT ROOF PRCJES 4/12 AND BELOW CD e. ALL TBIN2! Te lE Lefib f111Y a' 1 HEI. gIYGNYJ' " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT ' BUILOER TO REVIEW TRUSS OESISH 6 LATOJT PRIOR TO ORDERING TRUSSES K�w�6K RODS 000P NR SHEET NO. ROOF PLAN ]lAN MOPE 1 3 A PAPYDC 64P09 ¢TFLIRm M xKxT lFAM09 AYO ne lLFNDRx 01VW6ILLy3 Tp M ®Im6LL ON GPI RAR1 xl[iWxM SHIELD OR EQUAL �N �Ixr W W xnTMenr rxYfA.t uwexKleenxe ...su TO TH:emAoaxs TO Y4' INSIDE YPLL TO 24' x IA a tiAW ' 04. *wR)Il1 PT' AT 2M' egpp IAilbb am: ALUM. PrSGIA ALUM. SOFFIT vlpvxs eoLD 7l9plxy x A4. A LIBOR YI VENTS ro�ITMr Y'-�" Y" TRIM ASSNAoo DaN eRA �vAcm e,ew eA6 O.rmo!m WALL I I(.0 A WATER SHICLD ALL VALLEYS GUMS (5EE ELEV) ILC 6 wAYER 5HIELP 24" UP ALL WALLS GAB. SFETHING 17" .P U05 1 HO�GC- WHERE ROOF —.9 lLON6 WALL R•19 II5ULATION ' ALL S eve, OR _L5 BEING VAPOR BATaIIER TPY" TWEETROCK DRILLED THROUGH STUCCO OR SIDING NUST BE PRE -DRILLED Al SCALED W/SILICONE TO 714"OE6KNHG PREVENT WATER LEA'.AOE TRTO. 2-2XID J616 f 16" O.G. " AlL Ell ll.6TOiRs MUST SCAL ALL PENETRATIONS TO EXTSRKR OF TRTO ouSC MxleN ANT NOLE3 ARC LUT OR 3'2111208. I I pCtBTRATION9 ARE COMPLETED I I • FLA ML WIlDOWS AND POOR5 I I 1 I KICNOUT MA51l TO BE INSTALLED BY ROOFERS 1 I CONTINUOUS VAPOR BARRER AT ALL WALL rRAMIN6 TO EXTERIOR ANP ON TOP OF ALL TOP PLATG5 Ill 6116 WOOD I I TAPE ALL V. POR all P05T .lt 16'1 FOAM ALL Wl AND ITEMS RIAT 50NATUSE (TYP.) 1 1 PENETRATE VAPOR 9ARRIER, FOAM AA TUND ALL WINDOWS AND POOR T. TO ATTIC. ALL CA'tTLEYER9, CORNERS, 6 RIMS " I ITA SNB 4 dF POURED I I 1 O So W/ "'PO'PAPER TO BC TO PRIOR T05DIA'O. 44 OF 8' POURED I I P O'xa'lANG. FTG. I I ' MANUIl OMBNED RDOr TRUSSES "VENT ROOD 50iT, PER 20a SOFT 50% ROW 50% SOFFIT 1 " KICKOUr FLASHING TO Be INSTALLED AS NEEDED BY Rom lNG CONTRACTOR EXTERIOR WALL FINISHER TO VERIFY THATKICKOUT FLASHING 15 INSTALLED DRAMA BY: PRIOR TO FINISHING ' FULL ICE 6 WATER SHICLP AT ROOF PRCJES 4/12 AND BELOW CD C", NO " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT ' BUILOER TO REVIEW TRUSS OESISH 6 LATOJT PRIOR TO ORDERING TRUSSES 212101 SHEET NO. ROOF PLAN SCALE. IN, - I"•0" 3 LEFT 510E ELEVATION W° 4QF AR SPA= 0 0 o a o 0 0 o a 0 0 0 0 0150 0 0 0 4OF AR SPALE NICK 0 0 0 IaP solxs N bA5 P. VENT 7RIM RIGHT 510E ELEVATION 56". 1/5%14' ca. w! CASE 6 UNIT 6 REVER5E0 1999 5O". i E IV APR 21 2016 BY I Le —LSU !3 lu -oo` DRAWN Eli W COWL 916 2019,) mletr R6 NO FeWIRATI MS N11NN1 L4' of PAMY HALL f 11 Lij EM LE LAP 5101N9 LOP SOW REAR I ELEVATION mm.e. 114%lLO' 4OF AR SPALE NICK 0 0 0 IaP solxs N bA5 P. VENT 7RIM RIGHT 510E ELEVATION 56". 1/5%14' ca. w! CASE 6 UNIT 6 REVER5E0 1999 5O". i E IV APR 21 2016 BY I Le —LSU !3 lu -oo` DRAWN Eli W COWL 916 2019,) mletr R6 F FOUNDATION PLAN 96MY- I!4" • MV NOTES, �..e�..�e rTM • ter" .o -r er x .'.urw awry r.0 e.esa�a nua.�was rwx�ie' iewe°n.oar°.�'r' i x.rea..0 ru.e •�vyaRna.� ��wia e eaYrDOfry m esro°e ararr�e miff BLOCK REINFORCING CHART, Kwrc �waa.z.ae>ni ■e.wxecre bML iA lR1WRVS W ei ert rtuT- 21 i M +iia rxxa wve e.exes ren rM w n neuu esetrwx ieaaom. �.w eox eea L.recm xwn "a 1 -T -K M 4 N0. ISI) rin 2 FLOOR PLAN LEFT 510E UNIT 15 REVER5E0 ! FLOOR PLAN RIGHT 5112E UNIT 6 wAw. I I --I O 1999 50". I 3GA1,.C= 114' • I'-0' 1995 Otl 7. NOTE51 rnFA rmrrx omx a• iaalixw �i• rlxx muerevmx ix mxormu000e A P A1IJIIRe C14r0 r u rrlaw�aa xa �a� �Ro �rrc •°xm� nliu ' name p-orcr<rar�Au '�MwALL000R6GA.— ' Mr-Ryy ALL WWM FEAPER X73. ' 90-1 10' G16LW 147, ' 911L095 9 0'-0 VMYE55 WT@O ' PeL.A(PROLM) NIUOOM5 14.02 OMMdPl ow GFT row "M 001915 3 PROVIDE SOLD SLOLKNIO AT ALL mn„inu a,. in ai niv.ic ..., i SUPPORT BEAMS TO POINT LOADS 12 4F SRLIA VENEER PROVKIE SOLD BLOCKMS AT ALL SUPPORT BEAMS TO POINT LOADS f= 29 IMMOLFS 17' feLF IiS PLYNO-5S127O ROOF TRUSSES 21 O.L. (BY NFO) lz OF Led 7 ROOF R-44 WALL ALL LOIAMON I If WALLS IN. 9H°1TROLK W/ 0 LONG FLOOR p MTV; d'L- wl FEEAMESN ` WI SILL SEALER cm, FTG. 9 II II v 5!5' SNeemoac W/ VAPOR BARRIER Ih° SEEM= Wl ICE §MELD OR EOUAL- TO 44' INSIOE WALL exTERIOR WALL p50TRSRff4/IOL VINd R•19 N191LATDN {G Sms, B _4G 12" SLK. TO'%B' CONC. FTO. 17.0! DRAM BY, LO (IOW. NO. !01517 SMT NO. 4 213• SHINOLES / 19, FELT - — ---✓ 1/2" PLYWOODV / 24" / ICE 'sHEILO OR MQUA4 MANUFACTURER OE810N TO 24• INSIDE WALL ENEROY LEO TRUS068 • 24"0.6, 24" 0 BAPPIE z4" .c. R-44 N15ULATION 9/B" OYP. BO. I W/ VAPOR BARRIER u' 112" GYP. BD. 2X6 2 16" OL. W/ VAPOR BARRIER R-14 INSUL. 9117 -RITE ShLATNIN6 SILTNR 3 1/2" CONC. PLR. ce I— f_-'�I—�I IL. 6" X 0" LURE OLK. THERMAX 4c. 12" BLK. --- 20XB GONG. FTO. (2)TYPICA EAR WALL 12ETAIL 5 112",1'-0" a 2716 0 1 R-19 IN 91LT•R SIO INS 2 3 PARTY LL DETAIL 5 1/2"+1'-0" 6'-0' ,I 6-a NOTCLI -OR CI-CeD OF TRLISSE'S 5/8' FOR GYP. 9D. i ENEROY LEO _ TRUSSES 0 24 O.L. � II II 2 LAYERS 9/0" OYP. BD. I 316" OW. BD. 2x4 0 16" O.G. -5/e" TYPE "X" OYP. OO. ON LOMMON WALL$ 910" GYP. 90. - ON INSIDE PARTY WALL -5 P4" LONG. M.R. W/ IBERMESH 44. 12" 6Ll. 20X0 PTO. 5 1/2"+1"0" "Ol DRAWN BY, m cow In Wito OW T In 5 I NL—nI N L !—L Y n I i V 1+" SCALE, Ile - I' -O' CIESTMYT III SCALE- 110' • 1'-0' OWN CONT. RI93C VENT I CONT. RIDGE YFM 0 Me' ONE P°"'�° BIRCH CHESTNUT III '""' °° TNM CUT TY T kC' ON 2a %3" YENEEF ITYP. THMCUT 570NE FRONT ELEVATION YENFFlt ITTP.) FRONT ELEVATION ' KILKOUT FLASHING TO NE ppgTALLED A9 lEEDED SU18, Ifo° • ILO' 1,4" SO, FT, F.F. " EXTERIOR HALL FF;IyIFR TO VERIPY KICKOUT 5CALE- 114' - I' -C' 1.499. FT. I.IOe SO. FT. FLA5NINO 15 INSTALLED FRIOR TO FIN15HIN6 2,566 5O. FT. TOTAL ' CARP'WYEA TO FLA3H ALL e!7ZRIOR MWOMS ANO 00OR9 2,614 50. FT. 70TAL 9A5ElAENT FLOOR 19Z 5O. FT. OPT. PORCH PER TO MN. 5 EK CODE REOUMMENT5 ____ __ 196 50_Ft FDRCH - ___________________________________________________________________________________________________________________________ _-_______ JECEIVEEft APR 2 2 2016 BY.• 1(0 W � THE WOODLANDS OF MAPLEWOOD BIRCH & CHESTNUT III wl a j � 4-26-12 10-31-12 CD la' -a• +x -e- --- I I I a" 1zw caste ---J �--------"�---r--J SOAIATLBE ----------- - - - - - -� z _ _� _ ___ d'�d' ,n �'j If�faII111h•jS1tfilI�'ijlI1l1 'Ta - -�-.T-'-- K7 - i1 S'IIIII ����4— 'a--rm—m,yR, —x�— -- _ nSI`o—I •I %— ' V a d 0O" —F—a —46. n—O x1—EFP -UNFPIUNaT'1459N rI� B4I '�OoFP 16IIB• PaOaIAb'ztEEoDN b ----- ------_ - III 20"%L STEP FTC, - 5'2•— lf X09TiDSf ox� II EP IIIr"L"aT,,oroY 1'a6URED 11 - I ARPET�L.TILE u'xcou.PTa H�aw WO ONAT0 OPT, DEC [I, "PoA �&M 12 ABOVE ----- III i'I II— CARPeT I IIIK — � ---- 1 �q glu 91,; UNEXCAVATE °LPI I �Iu I D_ I a io 111 I 2"68TUDS 161bL 1J r_ -11f I L I 4' DF 6' POURED - -•, I " 111 3 44" OF 6" POIARED F1 _ t -• 111 L2D^x6 LONG. FT6 °• _ _Y o — —. — — — — — — — — + 3 Im 22"/ SONATLIEE = 5 IT l r L 3Q N-1• 101 ly-T" N-2• 9L4" x T'I II 2�6 STUB 1 16° OC L — — J I H' W 6' PPJRED \ I II CEILING 4 OF 6" POND — — 40. OF a" POURED I WX811 LONG, PTO I — — - L — — — — — — — — — — — — — — — — — — — — — — — — — SLlly I e a y UNEX. i Eu S� i r 1 NOTE5: • 9 IJ. LDNT. AL. 16AW ENDS VIGOV wn,•eANA YEIRLl1.[�1NT 14 12 TNW 4P AVx"eF m111m Vxll w �.KIld11xW U. 1LL TxN4+A 4' I M.I 0VNR 46 aEoulAmwmNeilxo•Aw 4T"p MGC IIYN ]W AY. ! "i4m Ypb�l0.• ANaY (RTELlOx6 M E'/f Imo^?y V u� i V�-� „° RIWM AW f1x lLMeNp exlu V•flae ro pc xPIIAAa a uol r�a6rt NLLIIaIDO 20"x6" F16 NYl4f.ANi HAIR IIgMI xMT xM4 mlCrnleleNr.az,>,wu'wernapW• [axRIPCR exx6 4lClS roTK x�bCal 1.2" LPI A xDIC 4M 61J. f1611•+ ' Px. S"6O614L exPoeANYn ln'�""eD MAY ALMI � Z � r '^ '�m�or�ute�e/LVn�,�>_lornuoltwane •�elneen V Z�"r � 11P1BElA M ERMVp� e62V raNUA•� me 11RawAcm xAw Im � I � F o W _3 I s d fly f�� •_ vu ii z' I -dS U k-1610 SO"Ym U " PELLA PROLINE WINOm "1451 V u1 14.10X24-00 w U>;0 ill IIB PLATO NT. UNLESS NOT a PII e ' ALL MD415. 3ET 1 B'•0" IIAYeSS NOTED olmFt071CRW15E • ALL FLOORS TO Se Lj416 0 F IR5T FLOOR PLAN SCALE' 114" • 1'-0' 1.456 S0. FT. 192 SO. FT. OPT PORCH ViI�" Fc a Fa•" d von Q I!i OPT, 4 5EA50N PORCH ABOVE £ DI --___._ lir==LP__ aill– of d ; 1/2" tat xaB all, CLO Wr 14-16x16-4 I DB–L.– 7' 'b' M uT R P05E B' OF 6"F OUR® 00' OP 6 POURED b 3 STU09 W! 9IX-O 20°x6" LONG. PTO I A �IIfl, TRW. 6%OOD STY P06USE `_ .T—OIII `1ULECLKLaWQdB 4NI aF Pa124Pae FURRM YNR / 1 —I — PPO IWSII ;�II� -_ 1 ST EP PTO 3112•%9114" TRIO. PL Lov0F CANT. 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UNLESS NOT a PII e ' ALL MD415. 3ET 1 B'•0" IIAYeSS NOTED olmFt071CRW15E • ALL FLOORS TO Se Lj416 0 F IR5T FLOOR PLAN SCALE' 114" • 1'-0' 1.456 S0. FT. 192 SO. FT. OPT PORCH Fa•" d von Q ' PELLA PRCIUM WINPOR5 WHO " SIDR. TO'.2RIFY ALL WW. POOR 8 CD. NOR. HTS. * 9-a POUI4eD POUNOATIION W/ TRIPLE PLATES ' ALL .SET 1 6.10 UNLE36 NOTED OTHIMI5E ' ALL FLOORS TO Se 114BD ' LPI A.M , TO VERIFY FRAMING SELON ORANITe TOPS A50YE " A5SWI? '7X. SRO. CAPACITY R0410 LM FOUNDATION PLAN SCALE' 114" • Ila' 1.106 E1FT. PIN. COMM. NO, 212345 SHEET NIL 2 THIN Lu" STONE VENEER 40' OF 6' POURED 104" LDNL. FT6. CONT. R106E ROOF VENT 11 9HINOLE6 e%TERIOR FINISH PER PLM 7II6 OSH. SHEATH SHEATHING PER PLAN ROOF TF.USSES P 24001- 1117 IAFG) 4 M4 POLY VAPOR 2X6 'TUO5 P 16' (.0 R-19 INSULATION I2 �T vE sc 0°soi Ir Od 5 ROOF BN4 MMED WM.i. R-44 INSUL ALL CANTILeVER5, CORNERS ARID RIMS LOVEREO W/ LVJUIW PAPER. PRIOR TO PROVIDE SOLID MOCKING AT ALL SUPPORT WAM5 TO POOTT 40AM TO BE 5IPIM 914. � 146 8 OF 6 PIXlASD MOP O" POURED 6' CONC, FT6. OFAIN TILe 15 Rea 002• MIN. OF WASHED 6RAVeL OR CRU51CD ROCK. AND COVERED WITH d' MINIMUM OF SAME MATERIAL. 12 IF HIPSET GIRDER TRUSS 4" CIX'C, FLOOR W1 FEFNMESH 6' OF 6' PiAIReD 40' 0r a" POURED IA'%8" COHC. FT6. I'M R pARRIER s!a SHEIETRarx tlLil� 6 NAIL 3 4 058. SU6FLOOR 1 I IIV LPI P C 1 /E" DTP, 30.-j DRAIN TILE A5 REO. OAI V. MHS. OF WASHED GRAVEL OR cftusHEO ROCK. AND COVERED WITH b' MINIMUM Or SAME MA7ERIA4, e%TERIOR FINISH PER PLM SHEATH 6 SOFFIT' A I MIN. R,30 INSULATION SHEATHING PER PLAN El fel 4 M4 POLY VAPOR 2X6 'TUO5 P 16' (.0 R-19 INSULATION O BN4 MMED WM.i. 1112" STYRO INSULATION 914. FL. ML. ICANT EW) I I -K CLUE5/4" DECKING w/ R -I I INSUL. EYP) " CVS- TRTD J9Y5 PER PLAN TD DECK RHI W 3 a' T (VERIFY) 4 LPI P ERVALLEY JACKROOF e TRU55E5 24" O.L. (TYP.) APORf 1I ID RIM DETAIL @ PECK r-YAULTPAJ 66 OF 6" POURED sa•.J"LaNc.Fr6. N2 IP Ad P 32 oc. raro,, I I OPT. ANCHOR STRAPS I WI SILL SEALER P05T SauAn I I 4 AL PIX.T VAPOR EXTERIOR FINISH MA PLAN 22%12 .'pXT. NOR. 112 BYP BOARD 91PJlTHIN6 PERPL'N 7X6 STLOS a 16 OL 3 -II 7/0 ML. R-19 HEN&ATION 3!4" 0.58. GLUED d __LED _ IIL`INL RIM R-19 INSULATION LPI PER PLAN I [2" 6YP DOARD , 1 /E" DTP, 30.-j DRAIN TILE A5 REO. OAI V. MHS. OF WASHED GRAVEL OR cftusHEO ROCK. AND COVERED WITH b' MINIMUM Or SAME MA7ERIA4, SHEATH 6 SOFFIT' A I MIN. R,30 INSULATION El fel TRW. 4:x10 1 CONT. FL. I I II 2-9112 CONT. BN4 MMED WM.i. FL. ML. ICANT EW) I I w/ R -I I INSUL. EYP) RIM DETAIL I ID+ e I I 1I li SN� TRFjLTEO "3240 I I $ I/2° LONC FLOOR WI POLY IMtlER 66 OF 6" POURED sa•.J"LaNc.Fr6. N2 IP Ad P 32 oc. raro,, I I OPT. ANCHOR STRAPS I WI SILL SEALER P05T SauAn I I 4 MIL POLY VAPOR EXTER¢R PIN19H PER PLAN SHEATHING PER PLAN ui�'x1�21 a°Psi a.L. I I III PER rOUAOATgN PLAN I I I/E 6YP BOARD 2X6 51WS 1 16' OG OPT ANCHOR STRAPS _ R-19 INSULATION wl SILL 5EAMR F05T OH FIA11B PER FOUWATNMI PLAN 1 ?14. OSB ''All Il PLUREO TO ATTIC. GLDBD 3NAILED GRO55 5EGT ION %j R-16 H5UL. 44.OF 44" OF 8• POiIREO 1 1 TO BCACf /ER@D W% BLDG. PRIOR TO 9101N0. SCALE- 114' • I' -a' ORCH 201116" COWL. FTI:. 1 I L--1 RIM LPI PER PLM 2-2%6 P4ATM 1-11-L. 2X6 TR ro PLATE w/ IS' BOLTS P 32' OC 1/2° GYP BONN Wim/ ,ANCHOR R Al9 4 MIL POLY VAPOR 5 1/4• 2X4 STU175 R-11 IN5U4ATION 4 MIL POLY VAPOR POURED CONCRETE Ill" GYP BOART FOUNDAI. PER PLAN VALLEY JACK ROOF TRUSSES CONT. R10JE RIM DE TA I L P E4• CG. IMT 12 POOP 235'SNINOLE5 T15IT R010P TRV'tiE5 6 2M04. (BY MFG} SHT-y �a scALel I!4' • P -o• �1T2004 S ROOF R-44 INSUL ALL CMTILeVeR5. COR/JERS AND RIMS 70 W- 12 4 s COVERED N/ BUILDING PAPER. PRIOR TO SIOINB U� rA Q PROYXDE 50LIO BLOCKING AT ALL 2100 ICE SHIELD OR EOUAL SUPPORT BEAMS TO POINT LOADS TO 24" INSM WALC VENT BAFFLES AT E4' OX - L VAPOR BMR IBR ": M.UH. FASCIA ALUM. 50" 7 112' TYPE •X" 6YP. INC. ON - 6/a SBEeTNOCK 2Lo' W/ VENTS ALL WALLS 6=17N TO TRIM LJVINp AREA 9111' TYPE '%' 6YP. 00. ON CEILW, EXTERIOR WALL STAIRWAY Wii IIIY NOTFTA�wIyY �T . - 51PINO (SEE ELEV) 5. .TFFTA STAIRWAY HEADROOM TO BE 7t MIN = U`YE IgAP 7 16 O.SH. $1pNATHIAA9 ANBlfO T" HANDRAIL HEIGHT TO BE CONT. 34' TO 39 ANSLEO 2x6 STUDS WALL ABOVE NOSING, OFWS TO BE LESS THAN k" WALL R-19 IX�ILAT1pN 2-2X6 PLATES 3 12 STRINGERS I YREAD5 _T. LEDGE VAPOR BMRIER i!2" 5HeeTROLK 112x'79• ABDP 2 0Z. Q1"EI LL 3/a ISTIL OPT. ANCHOR 91RAP6 I I SUpry,QOR MFW .RIM (TYPI 114" OECKWG W/ SILL SEALER 51.OPED 1 /E" DTP, 30.-j DRAIN TILE A5 REO. OAI V. MHS. OF WASHED GRAVEL OR cftusHEO ROCK. AND COVERED WITH b' MINIMUM Or SAME MA7ERIA4, GR055 SECTION IIT SCALE' II4^ • i'-0" pdLN R-10 PER PLAN PGA PLAN PL" "'4"" 'W"'•xt[aunv[ DISIaT PER STLTmN t2A6Dua W 1 OF 7K 2907 ILL STAT E aJA WOE PER PIAS ffRl ALL JOINTS BETWEEN SW AIM FOMa PILL 4' PERFOMATEO DOAd TBC Vrt0.TFR FAaI¢ 6'X16' OX TRENCH n•-1 vrl �a Za ��ITj ('gym - i NC K4 �3' IB'L ABS W PVC ai EaOLhLC4T d� II GAYTRNf PDS OFI03,6f] r � ;4RINQ SPACE Fat NIUIe: ItsrMlAnox IF A FMI tMTO2>a I I I l4 Md N• eIMETat LT]ITFR[B ON ' I II THE h%IS Q iK VEllf SY+VO( L i - 1D 1 � MIX VIXT¢N. DISTANCE 311' Y INSTALL LIVE 0.RtET IN ATTIC VIERS � iA II MT. FAH MY BE aSTN lce IKSKtl21 LL�� Tc ncrMl LABEL I¢AmIG OIABIN REBOCTOXI STSTFlO ON RE VENT PIPE AT EACH FLmI AND IN ACCESSIBLE ATTICS tMl113.i9 ALL PIPE JOINTS BIM nmM3 TO BE aJ.Et OR TRwanml mIRdOY SEAL ALL Fleet �nBrGS PER PIAN li 4 I I wxl rn I j pe(fALL LABEL pEADUNG nIIIABI RFDIICTSPI •., O x 1I SYSTEM IN HE VF11I POE AT EACH FLmt � I- I AND IN ACOESSIa.E ATTICS lhFTRR131 III ALL IIBITal .POINTS, ISIIAnOX IINIS, I I [aamunml .mxls Mo NR ollEx I I JdNIS H {iIIMiVET[ SLABS SHM.L a' N � III SEALED VITA CAULK at SEhLAYf 1j O UJ� III SEALfD SLIP BASKET I INXINTCO PO.Y 9YLL� — J J LAPPED 12' P11O PLACED MIN 41 THE SIA All Ir TOP 6 4• NIX SM fu'3 W � Pna4.11eE LATER PP1551VF- RADON PE NOTES: 1. ILS 6 WAT@R 'JNIEI.D ALL VALLEYS mIAv�1V•, OAFS Or ILS 6 WATER SHIELD 24" UP q,4 WALLS �`Y19T 6G ADJRN WIM yI WHERE ROOT RUNS llON6 WALL lW� LIGR9l it L IIL LfEANN MME WY TW 4'NYx 611A0ttIJt3 ALL SCREWS OR NAILS @EINO A WNL:F�L R MRm OI CCN AOefX IIIY pRILLFL THFAOJMH STUCCO OR 6tAw baTNMI3A•Ae6tY MDMh SIDING MUST BE PFX_-ORIDLED A PRWXE AAo:F Rn[noAA MGYBW AND SEALED W/ SILICONE TO In6'�x` owooa w�eAa110A1nn°aNiNO x+'TAEwA°°M PReveNT wnreR LeaKABE RC DAAlNEIIf. MO W AII[ PLOA THAT INA A LEIL TIVM�A''NM'IA 9IMIA • ALL 9U@Lu.ITRhLTOFtS MUST SEAL �II@iMOXo2 MW XCdBTa TNC BCPIPAM6 ALL F'ENETRATION5 TO CXTERIOR DP !. NDR pl4LPNNd NOVSB WEN ANY NOL59 ARC LVT OR •N.I AMYXRS MTB PCNETRATION3 ME LOMPLCTCD KMI (DRS! PoN 1.6AA INF.vS INTFD 011ERNIAG ' PLP9H 4Lt WIppOW9 ANO DOORS "NIDE SpLOeLa�2lLIMU�P,Pu KILKWTFLASHINO TO@@INSTALLED �A q,�CgAIp4 @T ROOFERS m °roIALL A'AMlP BPL aIM. LIPAI.IR LAOV IHG 2. CQ'dTINVOV3 VAPOR BARRIER AT ALL WAIL rR-1MINB TO E%TERIDR AND ON TOP OF ALL TOP PLATES � J TAPE ALL VAPOR BARRIBR0. rOAM AL1. WIRC.' ANO ITG18 THAT PENETRATE VAPOR BARFI ISR. P—AM A� AROUND ALU WIDOWS ANO DOORS, LEM.IIJ6 1/2' W. W. TRW. 4:x10 1 CONT. FL. I I II BN4 MMED WM.i. II w/ R -I I INSUL. EYP) F! VMS e 1I 66 OF 6" POURED sa•.J"LaNc.Fr6. ui�'x1�21 a°Psi a.L. I I III OPT ANCHOR STRAPS _ 3 1/21 CONC. FLOOR WI POLY UNDER wl SILL 5EAMR F05T OH FIA11B PER FOUWATNMI PLAN 1 GR055 SECTION IIT SCALE' II4^ • i'-0" pdLN R-10 PER PLAN PGA PLAN PL" "'4"" 'W"'•xt[aunv[ DISIaT PER STLTmN t2A6Dua W 1 OF 7K 2907 ILL STAT E aJA WOE PER PIAS ffRl ALL JOINTS BETWEEN SW AIM FOMa PILL 4' PERFOMATEO DOAd TBC Vrt0.TFR FAaI¢ 6'X16' OX TRENCH n•-1 vrl �a Za ��ITj ('gym - i NC K4 �3' IB'L ABS W PVC ai EaOLhLC4T d� II GAYTRNf PDS OFI03,6f] r � ;4RINQ SPACE Fat NIUIe: ItsrMlAnox IF A FMI tMTO2>a I I I l4 Md N• eIMETat LT]ITFR[B ON ' I II THE h%IS Q iK VEllf SY+VO( L i - 1D 1 � MIX VIXT¢N. DISTANCE 311' Y INSTALL LIVE 0.RtET IN ATTIC VIERS � iA II MT. FAH MY BE aSTN lce IKSKtl21 LL�� Tc ncrMl LABEL I¢AmIG OIABIN REBOCTOXI STSTFlO ON RE VENT PIPE AT EACH FLmI AND IN ACCESSIBLE ATTICS tMl113.i9 ALL PIPE JOINTS BIM nmM3 TO BE aJ.Et OR TRwanml mIRdOY SEAL ALL Fleet �nBrGS PER PIAN li 4 I I wxl rn I j pe(fALL LABEL pEADUNG nIIIABI RFDIICTSPI •., O x 1I SYSTEM IN HE VF11I POE AT EACH FLmt � I- I AND IN ACOESSIa.E ATTICS lhFTRR131 III ALL IIBITal .POINTS, ISIIAnOX IINIS, I I [aamunml .mxls Mo NR ollEx I I JdNIS H {iIIMiVET[ SLABS SHM.L a' N � III SEALED VITA CAULK at SEhLAYf 1j O UJ� III SEALfD SLIP BASKET I INXINTCO PO.Y 9YLL� — J J LAPPED 12' P11O PLACED MIN 41 THE SIA All Ir TOP 6 4• NIX SM fu'3 W � Pna4.11eE LATER PP1551VF- RADON PE NOTES: 1. ILS 6 WAT@R 'JNIEI.D ALL VALLEYS mIAv�1V•, OAFS Or ILS 6 WATER SHIELD 24" UP q,4 WALLS �`Y19T 6G ADJRN WIM yI WHERE ROOT RUNS llON6 WALL lW� LIGR9l it L IIL LfEANN MME WY TW 4'NYx 611A0ttIJt3 ALL SCREWS OR NAILS @EINO A WNL:F�L R MRm OI CCN AOefX IIIY pRILLFL THFAOJMH STUCCO OR 6tAw baTNMI3A•Ae6tY MDMh SIDING MUST BE PFX_-ORIDLED A PRWXE AAo:F Rn[noAA MGYBW AND SEALED W/ SILICONE TO In6'�x` owooa w�eAa110A1nn°aNiNO x+'TAEwA°°M PReveNT wnreR LeaKABE RC DAAlNEIIf. MO W AII[ PLOA THAT INA A LEIL TIVM�A''NM'IA 9IMIA • ALL 9U@Lu.ITRhLTOFtS MUST SEAL �II@iMOXo2 MW XCdBTa TNC BCPIPAM6 ALL F'ENETRATION5 TO CXTERIOR DP !. NDR pl4LPNNd NOVSB WEN ANY NOL59 ARC LVT OR •N.I AMYXRS MTB PCNETRATION3 ME LOMPLCTCD KMI (DRS! PoN 1.6AA INF.vS INTFD 011ERNIAG ' PLP9H 4Lt WIppOW9 ANO DOORS "NIDE SpLOeLa�2lLIMU�P,Pu KILKWTFLASHINO TO@@INSTALLED �A q,�CgAIp4 @T ROOFERS m °roIALL A'AMlP BPL aIM. LIPAI.IR LAOV IHG 2. CQ'dTINVOV3 VAPOR BARRIER AT ALL WAIL rR-1MINB TO E%TERIDR AND ON TOP OF ALL TOP PLATES � J TAPE ALL VAPOR BARRIBR0. rOAM AL1. WIRC.' ANO ITG18 THAT PENETRATE VAPOR BARFI ISR. P—AM A� AROUND ALU WIDOWS ANO DOORS, TO ATTIC. APBER IMS Y_ I T l TO BCACf /ER@D W% BLDG. PRIOR TO 9101N0. FL 1�1 TAIL �a scALel I!4' • P -o• L� a s U� rA Q DATE: 9-T-12 TO ATTIC. APBER IMS Y_ I T l TO BCACf /ER@D W% BLDG. PRIOR TO 9101N0. FL 1�1 WMY. NO. 21E345 SHEET N0 3 0 NO7E5' �� T9,�• MNN A',lRIILIL arnl v �o - d-0' .�.�_�� r,$n IaLa° Ype'C IWM M'NMT IEEWPv�O w+l1111 Io� N.E• APMaY6P 4WOT � e. y,yll 71-11" a' -all 161-d' IT' -6' 144RR'Imio Ylffif rAu1 Y/44 euwoRlA.s w .n 1Lbn yrgp SI QPC°61FYa'A1N .' Yt °MIC >711113P MI°Y! 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Ilu 1 j 1 zt \ i "-- -� I ai�li - 4 OF 6" FDUREv I aA° M g• POURED B DATE: I 1� i y a{� a �1 I xbnx0l' IZW- RTO. j I 9-7-r2 REVISION S: DECK A60VE I I 6EDROOM 43 i I I 9-n-Iz cD 90 ti I 13-gX14� O w A I xx6 9NDg / 14' OL ,`i1 I'll I j a $ U g' OP b• POURED .� r. b"Of 6' POUReP k { 99=20-12 a g� � , o � �' . 40" OF B' POURED 9.26-12 u n 121149CYWTU4IE L .- 20'x�a"lAN FTEO II- II 1 dSINy \�-� 4 ar 16"PO1WiED I -i0' O'Ico � a� 14"]fe"CONG FT6.- J it i1 L J L_-----x4'xg"cONc.PrO. D-31-1acv 7 -----------J------I I - - - - - - _ _ _ • FELLA o YeR ALLWHOWb . UNGl DO — _ — _ _ — _ — _ _ _ — - � • BLDR, TO VEAF1' ALL 4011. DOOR 6 LA. NOR. NTS. '991V d919 I_ 19� " ALL MRM %I E 07 6F Q WUNLE35 NOTED OTIERW15EE ' ALL PLOORS TO eE L1460 T 9" 7M110• _____._- __�._-....-..--._� __—__.�_ -_.- 3'-8' _ 'LPI WTO VERIFY PF4A11416 BELDW SHANIFE IiIE T TOPS PROVE OR AWN BY' AMmi? 5O1L ORS. 6APA64Y 2A00 LES. LO - FOUNDATION PLAN �2R•3471. SCALE' 1(4• • I'-71.136 W. FT. PUT. FIN, SLEET NO. 4 -Tome VENEER VALLEY JACK ROOF TRU55B5 P 24. O.L. ITYP.) 3A 1/2' DR. ALL. LAM END OF B' POURED M6" CONC. PTC. WATERPROOPIN6 POIIREO BG" OF C' PO 2O•xB1 LOAIL. rT6. FTG. OFT 91AANCHOR ER 5TRAP5 2X4 PURRING RLI I IAEUL ROOF 239' MOLES R/ 5vA15 MS T��O,G (BY lY 4�VENT ggODP 11-U7TI ]Ofi90PP1T 5 fOOF R44 IN3JL ALL GA 1LIS'ERS. CORNERS ANO RIMS TO Bl- COVERED ECOVERED W/ BUILPINO PAPER, PRIOR TO 610" PROVIDE SOUP BLOCK IND AT ALL SUPPORT BEAMS TO POINT LOADS .11�L WIR DRAIN TILE AS REO. ON CRUSH D WASEE06RAYEL CRO55 5EGTION "All CR 21 AM O ROCK, ARD COVERED WITH 0. ' MINIMUM ELALE<I/4"+P-C' CHESTNUT 111 OF SAME MATERIAL. 411 CONC. FLOOR W/ FIBERMESH I/4" TYPE -Ix- GYP. ED. ON ALL WALLS COM4ON TO LIVING AREA ].'A TYPE "M 00. ON CEILING WA B' R 6"PORED 66 OF S POURED EO11NN" CPK PTO. 0 GOVT. RIMS VENT VAPP BARRIER Y. NA -LEY J'GK ROOF 7RL155155 S 24' Of- (TTF.I COMT, RDSE VEMT VENT 1 � I IT S ] RODE R-44 INSUL ALL CANTLeVER`% CORNERS AID RIMS TO Be COVERED Y/ SUILOIN6 PAPER, PRIOR TO 51PIM0 PROVIDE SOLID SLOCKIN6 AT ALL SUPPORT TeAAA5 TO POINT LOADS BODC 435" EAIINBLES 19'AT TR00 TRUSSES P 24' O.L. DRY MFG) STAIRWAY G71E9: STAIRWAY HEADROOM TOBE 14-0' MIN. HANDRAIL IEIONT TO Be CONT. 34 TO 35" Y.D01'E NOSINB- OPNGIS TO BB L65 THAN 4" 3.2X12 STRINGERS ICI TF.E- 9HGTH A SOFFIT' ----'- MIN. R-31) ANI ULAT01 4$x6 PL.ATB5 4-D 1/2' CONT.' _____ exTERIOR WALL FL, YL. ST TED P 11TI B. 1,�2RA3:TSO.L. 51PIND (SEE ELEV) _____ 9R OPT. AIICHPR STRAPS W! 5" SCALER T 16 O. SISATkM10 TkM107a6 OTUPS B I O.G. 2�p TRGTEO ON 1/Y' 12• AB.6 K O.L. R-19 INSULATION VAPWT BARRIER IJ4' BIEETROCK OPT. AWI'.)R 5TR!'PS TRIP. 6X6 M000— W! SILL CZALCR POST ON SOAIATUBE R -II IM5lL PER FOUNDATION PLA - 11 II II l I1 ii PEA114"GTP4VAPORIARD W� IN6 R-10 IN9UL. 4 pF 6' PONE➢ 44' OF 8' POURED I WJJ9YLQ�IL.EPLRO7.R YO'SeB' GOND. FTG. COMT, RDSE VEMT VENT 1 � I IT S ] RODE R-44 INSUL ALL CANTLeVER`% CORNERS AID RIMS TO Be COVERED Y/ SUILOIN6 PAPER, PRIOR TO 51PIM0 PROVIDE SOLID SLOCKIN6 AT ALL SUPPORT TeAAA5 TO POINT LOADS BODC 435" EAIINBLES 19'AT TR00 TRUSSES P 24' O.L. DRY MFG) STAIRWAY G71E9: STAIRWAY HEADROOM TOBE 14-0' MIN. HANDRAIL IEIONT TO Be CONT. 34 TO 35" Y.D01'E NOSINB- OPNGIS TO BB L65 THAN 4" 3.2X12 STRINGERS ICI TF.E- PRAIA TILE AS FW -O. ON "' MIN. Of WA5HW ORI"EL CR CRUMP RUCK. AND COVERED WITH 6' MINIMUM OP SAME MATERIAL. CRO55 SEDT ION "811 WALE, 1161' a II -01 GNESTNUT III EPTFRIOR FINISH PER PLAN ----'- 5LOPWN II 11 4$x6 PL.ATB5 I/4" OTP BOARD _____ CEILING 11 II 11 ST TED P 11TI B. 1,�2RA3:TSO.L. _____ BEYOND11 II II II II 11 OPT. AIICHPR STRAPS W! 5" SCALER EXTERIOR F1NISO PER PLAITRD 51EA7HIMG PERPLAN 2X6 5TUP5 0 16. OC 4x11 FNSUL R-19NSULATION3/4.6LUEIN5UL. II II II II II II R -II IM5lL - 11 II II l I1 ii PEA114"GTP4VAPORIARD II II IE6'TR ms1132,B I WJJ9YLQ�IL.EPLRO7.R 11 �.AN 11 i 1 W/ SLL 9B PRAIA TILE AS FW -O. ON "' MIN. Of WA5HW ORI"EL CR CRUMP RUCK. AND COVERED WITH 6' MINIMUM OP SAME MATERIAL. CRO55 SEDT ION "811 WALE, 1161' a II -01 GNESTNUT III EPTFRIOR FINISH PER PLAN SHEATMING PER RAN Yx6 STUDS Y III OL 4 MIL POLY VAFJR R'I9'NAA-'I ION I/4" OTP BOARD POLYP I I/2' STYRO MI5UL0.T ION EO S NAILED EO 6 NAILED 5/4' OECKNJG 11/4" )BTB PER RAN �K RIM lSOLT (VERIFY) LPI121 1/2' GYP BOARD 6YP BOARDMIL POLYP EO S NAILED RIM DETAIL @ PECK APoIT 44VA�POR EXTERIOR F1NISO PER PLAITRD 51EA7HIMG PERPLAN 2X6 5TUP5 0 16. OC R-19NSULATION3/4.6LUEIN5UL. RRALPL PEA114"GTP4VAPORIARD RIM DETAIL LPI PER PLAN 4-Y%6 P 2X6 TR W/ 19'1 I/Y" GTP BOARD O 1U 4 MIL POLY VAPOR ] 114' 2X4 KTUP5 ft -II wSULATION 4 YL POLY VAPOR POURS 6YP BOARD POUNO RIM DETAIL ICE 5HIEL0 OR EQUAL TO 24' IN51VE WALL ' •ENT BAFFLES AT 24' OL. A— FASCIA ALUM. SDI w1 V om TRIAL °P' TRlM EXTERIOR WALL H5VIIN615EE ELEV) 7(L61,OW.SIR SHEATHXJ6 2M 97105 6 I OL. FPIB RBARRIER q VAPOR BARRIER Y 1/2' SIEETROQC AA. / 32 O.L. TRIP, 6x6 1X0001 GNOR STRAPS POST ON WHAT= ALER PER FOUNDATION PLAN R-10 ISUL. 4 OF 6' POURET+ 40 OF 511 POLREP _01x0" :OND PTO. OC PER NOTE5� alAxY Wn i • . • ITJnv,• A•TX S IilO•PG 111111 M' Mm R •...Pp6P WTI Ap IIP4• `� tJPYaI z M1 w[NIAAb f6 M6llN6 TXW �' 1 Y.L Wu4mu AeoNlleo w We+NPea An STAR MWK TWV ]d /APIC MLRT. Ix eAAKe w:rtcTae • nnn 10 15 oAP[Ex RR Mw1KRNmIITNPE nWe+.Ao'ONoI•IRNMIM4IHYoMAIaefw1XTyxKNw956A A A+�•N T6 r�E aPP4aMa v a++L 1LNB• �� PALL lRIP5s1 pNpL V•ow a rvna m o11lMl1GM1T LVIP6UMt66 rlmRx • PMAnMfGanaeNs A +u. esi.n, uomu� a e•ae+ 4�'AA flu 9�YNVi Mn�yeoo ues PER PLM SEAL ALL UmNR ETVLEN SIAB AND FIXING. VRL 4' PERILWATEO mm ULE V+F'LTEDt FADIM 8x16' INDEX TRENCH O' -t V47 0 J �m I ,3• RV. ADS TR PVC OR EWUr'4.FNT QL_' II GASTIGHT PPE WLO 60 r 11 INSTALLATmI F A TAX N z �j qaq I I a N K 24• MAPCTEW CMCEIED IN iffi II THE AIDS OF TIE 'ENT STACK �' N �L i j • ABL VERTICAL BESTNEE D[r Z 1yT INSTALL LIVE ONRET IN ATTIC WTOE21,1, M. FAN IMV BE INSTALLED dFIom a' Z�?n L4 ca w T.I.I.....'RAIGNINEILIC-Cli SYSTEM) QI THE VENT PIPE AT EACH BEER AND IN ACCESSELE ATTICS IAFLUAM ALL PIPE JDDITS AND FIT7Nm 30 TO, BE ILM IR TRWISITIDI CRBLINGS SEA'- ALL PLM CREN015S R PLAN II V II III IXETR-L LANE. BOILING W:BI DEDUCTION m 6 [I SYSTFID TN THE VENT PIPE AT EACH FIIDt 1 AND TH AWHILE A170'AFIMUM I ALL CURRUL .mm MATDIN .ANTS, mCTNSTMm .PINTS AIM ANT UM F, c a JDN S IN CONCRETE SLABS SHALL BE J II SEALED WITH CALU ER SEALANT !l J s ,, SEALED SUMP BASIST • Y r 2• �_ I� MIM 6 NIL R- 7 IDL CRDSS VMMED I AN ffiALL E J L '_' J LAPPED !2• AND PLACED 4' MW W TIE SLAB LA a TIP 6 4' MIK SAO GAS PEBI[A1LL LAYER �)fi PA551VER N EETAIL 5CN2, 1/41 • I'-0" 008 V d �F a N .a4,3'•TJr' v ICE & WATER SHIELD ALL VALLBTS ICH 6 WATER SHIELP Y4" UP ALL WALLS WH5R5 ROOF RUNS ALONG WALL ' ALL ^-�RBWS OR NAILS eEIN6 yJ DRILLED THROUGH STUCCO 'eR i1 SIDING MUST RE PRF-ORILLEO AMID SHALSD v/ SILICONE TO PREVENT WATER LEAKAGE ' A1.L5u5CJNTRACTPRs MUST SEAL ALL PBNETRATION5 TO BxTSRIOR OF 140 +5E WHEN ANY HOLES ARE CUT OR PSNHTRATIpN6 ARE COMPLETER • PLASH ALL MAIPOWS AAO POOR5 -ICKOUT FLA5HMH5 TO BE INSTALLED eT R UOUS 4. COAITINUOUS VAPOR HARRIER AT ALL 0A641RPM IND TO III XTL' AND ON TOP OP ALL TOP F+LA7EZTHS YAPS ALL ".1POR BARRIERS. AAAAAAAI PENALL WARMS ANO ITEMS THAT STRATE VAPOR BARRIER. FOAM AROUND ALL WI'POWS ANO COORS. TO ATTIC ALL GANTL5VBR5. LORNHRS, 6 RIMS TO 9E O+ "IN .CIO 5L00. PAPHR R TTO EREP PRIO \J tiI FATE 9-7-12 COMM. NO. 21234-3 SHEET NO. 5 4 ML POLY VAPOR Ex7ERIOR PARISH PER PLAN 1/2' GYP BOARD 5/EATNING PER PLAN an STu05 P 16 OL R-19 IN5"T4M EO S NAILED INSIM.. RIM LPI PER PLAN 4-Y%6 P 2X6 TR W/ 19'1 I/Y" GTP BOARD O 1U 4 MIL POLY VAPOR ] 114' 2X4 KTUP5 ft -II wSULATION 4 YL POLY VAPOR POURS 6YP BOARD POUNO RIM DETAIL ICE 5HIEL0 OR EQUAL TO 24' IN51VE WALL ' •ENT BAFFLES AT 24' OL. A— FASCIA ALUM. SDI w1 V om TRIAL °P' TRlM EXTERIOR WALL H5VIIN615EE ELEV) 7(L61,OW.SIR SHEATHXJ6 2M 97105 6 I OL. FPIB RBARRIER q VAPOR BARRIER Y 1/2' SIEETROQC AA. / 32 O.L. TRIP, 6x6 1X0001 GNOR STRAPS POST ON WHAT= ALER PER FOUNDATION PLAN R-10 ISUL. 4 OF 6' POURET+ 40 OF 511 POLREP _01x0" :OND PTO. OC PER NOTE5� alAxY Wn i • . • ITJnv,• A•TX S IilO•PG 111111 M' Mm R •...Pp6P WTI Ap IIP4• `� tJPYaI z M1 w[NIAAb f6 M6llN6 TXW �' 1 Y.L Wu4mu AeoNlleo w We+NPea An STAR MWK TWV ]d /APIC MLRT. Ix eAAKe w:rtcTae • nnn 10 15 oAP[Ex RR Mw1KRNmIITNPE nWe+.Ao'ONoI•IRNMIM4IHYoMAIaefw1XTyxKNw956A A A+�•N T6 r�E aPP4aMa v a++L 1LNB• �� PALL lRIP5s1 pNpL V•ow a rvna m o11lMl1GM1T LVIP6UMt66 rlmRx • PMAnMfGanaeNs A +u. esi.n, uomu� a e•ae+ 4�'AA flu 9�YNVi Mn�yeoo ues PER PLM SEAL ALL UmNR ETVLEN SIAB AND FIXING. VRL 4' PERILWATEO mm ULE V+F'LTEDt FADIM 8x16' INDEX TRENCH O' -t V47 0 J �m I ,3• RV. ADS TR PVC OR EWUr'4.FNT QL_' II GASTIGHT PPE WLO 60 r 11 INSTALLATmI F A TAX N z �j qaq I I a N K 24• MAPCTEW CMCEIED IN iffi II THE AIDS OF TIE 'ENT STACK �' N �L i j • ABL VERTICAL BESTNEE D[r Z 1yT INSTALL LIVE ONRET IN ATTIC WTOE21,1, M. FAN IMV BE INSTALLED dFIom a' Z�?n L4 ca w T.I.I.....'RAIGNINEILIC-Cli SYSTEM) QI THE VENT PIPE AT EACH BEER AND IN ACCESSELE ATTICS IAFLUAM ALL PIPE JDDITS AND FIT7Nm 30 TO, BE ILM IR TRWISITIDI CRBLINGS SEA'- ALL PLM CREN015S R PLAN II V II III IXETR-L LANE. BOILING W:BI DEDUCTION m 6 [I SYSTFID TN THE VENT PIPE AT EACH FIIDt 1 AND TH AWHILE A170'AFIMUM I ALL CURRUL .mm MATDIN .ANTS, mCTNSTMm .PINTS AIM ANT UM F, c a JDN S IN CONCRETE SLABS SHALL BE J II SEALED WITH CALU ER SEALANT !l J s ,, SEALED SUMP BASIST • Y r 2• �_ I� MIM 6 NIL R- 7 IDL CRDSS VMMED I AN ffiALL E J L '_' J LAPPED !2• AND PLACED 4' MW W TIE SLAB LA a TIP 6 4' MIK SAO GAS PEBI[A1LL LAYER �)fi PA551VER N EETAIL 5CN2, 1/41 • I'-0" 008 V d �F a N .a4,3'•TJr' v ICE & WATER SHIELD ALL VALLBTS ICH 6 WATER SHIELP Y4" UP ALL WALLS WH5R5 ROOF RUNS ALONG WALL ' ALL ^-�RBWS OR NAILS eEIN6 yJ DRILLED THROUGH STUCCO 'eR i1 SIDING MUST RE PRF-ORILLEO AMID SHALSD v/ SILICONE TO PREVENT WATER LEAKAGE ' A1.L5u5CJNTRACTPRs MUST SEAL ALL PBNETRATION5 TO BxTSRIOR OF 140 +5E WHEN ANY HOLES ARE CUT OR PSNHTRATIpN6 ARE COMPLETER • PLASH ALL MAIPOWS AAO POOR5 -ICKOUT FLA5HMH5 TO BE INSTALLED eT R UOUS 4. COAITINUOUS VAPOR HARRIER AT ALL 0A641RPM IND TO III XTL' AND ON TOP OP ALL TOP F+LA7EZTHS YAPS ALL ".1POR BARRIERS. AAAAAAAI PENALL WARMS ANO ITEMS THAT STRATE VAPOR BARRIER. FOAM AROUND ALL WI'POWS ANO COORS. TO ATTIC ALL GANTL5VBR5. LORNHRS, 6 RIMS TO 9E O+ "IN .CIO 5L00. PAPHR R TTO EREP PRIO \J tiI FATE 9-7-12 COMM. NO. 21234-3 SHEET NO. 5 OC PER NOTE5� alAxY Wn i • . • ITJnv,• A•TX S IilO•PG 111111 M' Mm R •...Pp6P WTI Ap IIP4• `� tJPYaI z M1 w[NIAAb f6 M6llN6 TXW �' 1 Y.L Wu4mu AeoNlleo w We+NPea An STAR MWK TWV ]d /APIC MLRT. Ix eAAKe w:rtcTae • nnn 10 15 oAP[Ex RR Mw1KRNmIITNPE nWe+.Ao'ONoI•IRNMIM4IHYoMAIaefw1XTyxKNw956A A A+�•N T6 r�E aPP4aMa v a++L 1LNB• �� PALL lRIP5s1 pNpL V•ow a rvna m o11lMl1GM1T LVIP6UMt66 rlmRx • PMAnMfGanaeNs A +u. esi.n, uomu� a e•ae+ 4�'AA flu 9�YNVi Mn�yeoo ues PER PLM SEAL ALL UmNR ETVLEN SIAB AND FIXING. VRL 4' PERILWATEO mm ULE V+F'LTEDt FADIM 8x16' INDEX TRENCH O' -t V47 0 J �m I ,3• RV. ADS TR PVC OR EWUr'4.FNT QL_' II GASTIGHT PPE WLO 60 r 11 INSTALLATmI F A TAX N z �j qaq I I a N K 24• MAPCTEW CMCEIED IN iffi II THE AIDS OF TIE 'ENT STACK �' N �L i j • ABL VERTICAL BESTNEE D[r Z 1yT INSTALL LIVE ONRET IN ATTIC WTOE21,1, M. FAN IMV BE INSTALLED dFIom a' Z�?n L4 ca w T.I.I.....'RAIGNINEILIC-Cli SYSTEM) QI THE VENT PIPE AT EACH BEER AND IN ACCESSELE ATTICS IAFLUAM ALL PIPE JDDITS AND FIT7Nm 30 TO, BE ILM IR TRWISITIDI CRBLINGS SEA'- ALL PLM CREN015S R PLAN II V II III IXETR-L LANE. BOILING W:BI DEDUCTION m 6 [I SYSTFID TN THE VENT PIPE AT EACH FIIDt 1 AND TH AWHILE A170'AFIMUM I ALL CURRUL .mm MATDIN .ANTS, mCTNSTMm .PINTS AIM ANT UM F, c a JDN S IN CONCRETE SLABS SHALL BE J II SEALED WITH CALU ER SEALANT !l J s ,, SEALED SUMP BASIST • Y r 2• �_ I� MIM 6 NIL R- 7 IDL CRDSS VMMED I AN ffiALL E J L '_' J LAPPED !2• AND PLACED 4' MW W TIE SLAB LA a TIP 6 4' MIK SAO GAS PEBI[A1LL LAYER �)fi PA551VER N EETAIL 5CN2, 1/41 • I'-0" 008 V d �F a N .a4,3'•TJr' v ICE & WATER SHIELD ALL VALLBTS ICH 6 WATER SHIELP Y4" UP ALL WALLS WH5R5 ROOF RUNS ALONG WALL ' ALL ^-�RBWS OR NAILS eEIN6 yJ DRILLED THROUGH STUCCO 'eR i1 SIDING MUST RE PRF-ORILLEO AMID SHALSD v/ SILICONE TO PREVENT WATER LEAKAGE ' A1.L5u5CJNTRACTPRs MUST SEAL ALL PBNETRATION5 TO BxTSRIOR OF 140 +5E WHEN ANY HOLES ARE CUT OR PSNHTRATIpN6 ARE COMPLETER • PLASH ALL MAIPOWS AAO POOR5 -ICKOUT FLA5HMH5 TO BE INSTALLED eT R UOUS 4. COAITINUOUS VAPOR HARRIER AT ALL 0A641RPM IND TO III XTL' AND ON TOP OP ALL TOP F+LA7EZTHS YAPS ALL ".1POR BARRIERS. AAAAAAAI PENALL WARMS ANO ITEMS THAT STRATE VAPOR BARRIER. FOAM AROUND ALL WI'POWS ANO COORS. TO ATTIC ALL GANTL5VBR5. LORNHRS, 6 RIMS TO 9E O+ "IN .CIO 5L00. PAPHR R TTO EREP PRIO \J tiI FATE 9-7-12 COMM. NO. 21234-3 SHEET NO. 5 COMM. NO. 21234-3 SHEET NO. 5 FOUNDATION KEY PLAN 56ALE- Ile" • ILd' FIRST FLOOR KEY PLAN SCALE. Ile . 11-0 RA: 41F, DE51ONEP ROOF TRV:: SE5 VENT ROOP 150,x. PeR 200 50FT 20% ROOF 50% SOFFIT KICKOUT FLASHING TO EE MISTALLW AS NCWW By ROOFINO CONTRACTOR EXTERIOR MALL FINISHER TO VERIFY THAT KICKOUT FLAMMIG F3 INSTALLED PRIOR TO FPJ1514INO FULL ICE 6 WATER SHIELD AT ROOF PRCNE5 4/12 MD BELOW TRU55 MANVF. TO CALL OFP PLANNMIO _ PE516N WITH ANY OUE57I01,15 DURING LAYOUT WILDER TO RENEW TRU550E515N 6 LAYOUT PRIOR TO OROERIN5 TRV55E6 ROOF PLAN 56ALE' Ile • I' -M 7rJj4 �� IA` 64 VQ'w� y'. V�a LL: 60-aV DRAWN BY: LO COMM. NO. THE WOODLANDS OF MAPLEWOOD 212945 „MEET NO. BIRCH & CHESTNUT III 6 0210" IdY Id'O' 17'-S" Id'Idl COP AIR SPA,CP ei 4 I�-------------- _ _______________.. -- ---� 1 1 J - , I l_, 1 - � r-------------, I I L-------------- iI I I I I I t! I i I I I � II I I I I 1 I I I I ; i i t O I IL I L I ' I I r--------------- -- , I , I IILJJ--LSd 'I I I I I I I LL I; I II � ------------------ ' 1--------------------------- ;I 32�0� 334D" 64 FOUNDATION KEY PLAN 56ALE- Ile" • ILd' FIRST FLOOR KEY PLAN SCALE. Ile . 11-0 RA: 41F, DE51ONEP ROOF TRV:: SE5 VENT ROOP 150,x. PeR 200 50FT 20% ROOF 50% SOFFIT KICKOUT FLASHING TO EE MISTALLW AS NCWW By ROOFINO CONTRACTOR EXTERIOR MALL FINISHER TO VERIFY THAT KICKOUT FLAMMIG F3 INSTALLED PRIOR TO FPJ1514INO FULL ICE 6 WATER SHIELD AT ROOF PRCNE5 4/12 MD BELOW TRU55 MANVF. TO CALL OFP PLANNMIO _ PE516N WITH ANY OUE57I01,15 DURING LAYOUT WILDER TO RENEW TRU550E515N 6 LAYOUT PRIOR TO OROERIN5 TRV55E6 ROOF PLAN 56ALE' Ile • I' -M 7rJj4 �� IA` 64 VQ'w� y'. V�a LL: 60-aV DRAWN BY: LO COMM. NO. THE WOODLANDS OF MAPLEWOOD 212945 „MEET NO. BIRCH & CHESTNUT III 6 S44E 4" COAL. FLOOR W/ FIBERMESH 1724712 AAl WO OF 5S2' O.C. 257' SHINGLES LPI JOISTS PER PLAN I -LAYER 515" TYPE "A" 17"FELT T/16' GSH. SNEA7WN0 I - CATER 7111' TYPE IV RJOF TRUSSES f 24 0L. JOY MF6) ESI/2°. P -y' OPT. ANCHOR STRAPS wl 9LL SEALER 12 PER PLAN f" AIR OAP TI r ICE SHIELD OR em TO 24" INSIDE WALL yENTpr�RODF I''LOO' VENT M9AC6 4470E ROOPIY 5 Y; 2" CONC. FLOOR W/ POLY UNDER AT 20 O.C. R -M INSUL 'h(" ME7gpCK {NO TAPMJB R'DEOI ALUM. FASCfA VAPAR BARRIER 319 9HEETROCK ALCMI SOPF,T W/ VENTS OR CRUS1Cp ROCK, A W COVERED WITH 6" MINIMUM TRIM -f I = EA 01 WALL S EXTERIOR WALL 9101SNE9 {SEE 91.94) a, SSIIPM )SEE ELM 7Y O. H�SHEAo Nb ZX 6 5TU05 9 IM YIU�N.�.'911EATH R-19 INSULATION I6' O R-19 INSULATION VAPgV 9ARRER IX SH9E7"m VAPOR BARRIER 112" SH°eTROLK INSUL. RIM )TTP) TYPICAL TO AHO"E VAPOEeraR III r11 LK 7!a" SHo ,LPI JOST3 I PER PLAN AM PURRED WALL W; R -1I IN5UL {TVP) FOIMA9ATION WALL 9! WATER mto"a ! 96' OF 6" POUReD 20%al COMC. FTG. FIRST 540' of I FIRST 740^ t SL OF AIR SPACE ¢-OF AR SPACE ROJF TRUSSES 9 24" 14-AYER I' HIR I -LAYER 7/9 T 'X' See"'p {NO TAPING R'L 20 STUD 9 16" 12 FeR RAN AR W VERTICAL MCM9e' I Sox SAELE RODF 71 24O'C.wITN 7 8 TTPeN" 24 O.L.N VIMPET6 Tn 'HEETROCK ON 90tH SIDES 5HEETROLIK ON BOTH (NO TAPING R'OEDI {NO TAPING NIUE ROLe 7RUSSE5 9 24'OL, )9Y MPG) 11 ROOF TRUSSES 124' O.C. {BY TYPE 'hX" AIR 6AP LA YIA ""R"ppTLCYPE 0 TAP,. R .1 K4 STUO 9 16' 0/. 4" COAL. FLOOR W/ FIBERMESH 1724712 AAl WO OF 5S2' O.C. D LPI JOISTS PER PLAN I -LAYER 515" TYPE "A" I - CATER 7111' TYPE IV SHEETRDCK ESI/2°. P -y' OPT. ANCHOR STRAPS wl 9LL SEALER f" AIR OAP TI r 4' OF 12' Pp11p AN OCP 3' CONC. FLOOR W/ MY UNDER -LAYER 9!11" TYPE 5 Y; 2" CONC. FLOOR W/ POLY UNDER W POLY UNDER ORADE I- I 'h(" ME7gpCK {NO TAPMJB R'DEOI `^�-- - - ^^ ON 2'N MIN, OF WASI GRAVEL O l_ III -I OR CRUS1Cp ROCK, A W COVERED WITH 6" MINIMUM ON 2,, TILE A5 REO. ON 2^ MIN. OF WASHED OAAVEL -f I = OF SAME MATERIAL. OR CRUROCK. AW COVERED WITH °" MRLMUAI OF SAME MATERIAL. R-10 L. 1' OF 6' POURED 44'OP 20'"6' CONC..FUTO. TO.rEF'�TYP. SIDE WALL DETAIL A TYP, REAR WALL DETAIL FIRST 540' of I FIRST 740^ t SL OF AIR SPACE ¢-OF AR SPACE ROJF TRUSSES 9 24" 14-AYER I' HIR I -LAYER 7/9 T 'X' See"'p {NO TAPING R'L 20 STUD 9 16" 12 FeR RAN AR W VERTICAL MCM9e' I Sox SAELE RODF 71 24O'C.wITN 7 8 TTPeN" 24 O.L.N VIMPET6 Tn 'HEETROCK ON 90tH SIDES 5HEETROLIK ON BOTH (NO TAPING R'OEDI {NO TAPING NIUE ROLe 7RUSSE5 9 24'OL, )9Y MPG) 11 ROOF TRUSSES 124' O.C. {BY TYPE 'hX" AIR 6AP LA YIA ""R"ppTLCYPE 0 TAP,. R .1 K4 STUO 9 16' 0/. OASL9 ROJF TRUES VERTICAL 9EMBEF;S L.WITH 9/11' ROCK O9 90TH SIDES 0 TAPN16 R'OE.0) TRUSSES 9 24' O.L. IBV MPO) AIR GAP -AYER 5/5' 7TPE 115 D TAPING R'OEP) W 3TU0 9 16' 0/- 4" CONC, FLOOR W! FI°ERMEEH 49' OF 12" POURED 20"Xa^ CONC. FTC, 2x4 STUD 916" 0.:. 4" COAL. FLOOR W/ FIBERMESH D LPI JOISTS PER PLAN I -LAYER 515" TYPE "A" I - CATER 7111' TYPE IV SHEETRDCK ESI/2°. P -y' 54EEIRM f" AIR OAP TI r 4' OF 12' Pp11p AN OCP -LAYER 9!11" TYPE W POLY UNDER 'h(" ME7gpCK {NO TAPMJB R'DEOI "L'AYER 7!9" I7PE "x' A INS RppLCK {NO TPP MMS R'OCD1 2x4 STUD 9 16' o1. OASL9 ROJF TRUES VERTICAL 9EMBEF;S L.WITH 9/11' ROCK O9 90TH SIDES 0 TAPN16 R'OE.0) TRUSSES 9 24' O.L. IBV MPO) AIR GAP -AYER 5/5' 7TPE 115 D TAPING R'OEP) W 3TU0 9 16' 0/- 4" CONC, FLOOR W! FI°ERMEEH 49' OF 12" POURED 20"Xa^ CONC. FTC, 2x4 STUD 916" 0.:. NOTE' D GARAGE PARTY WALL DETAIL SHEETROCK NOT TO com IN CONTACT -] ESI/2°. P -y' WIT" LOMIRETC r 4' OF 12' Pp11p 3 111" LONL. FLOOR 20 11 CONL. FTG. W POLY UNDER ODRAIN TLE AS REQ ON Z' MIN. OF WASHED GRAVEL OR CRVCVED ROCK. AND COVORED WITH 6' MINIMUM OF SAAE MATERIAL r -6 -'PARTY WALL DETAIL 7-, )5CALII Ih°, IVO• 9.7^12 REVISIONS: 9-11-17 C22 9.13-12 LD 9-20-12 9.26.12 10-31-I2 CD comm. NO. 212347 SHEET NO. 7