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HomeMy WebLinkAbout2007-02-12 CPC Packete i liwater, THE BIRTHPLACE OF MINNESOTA CITY OF STILLWATER- PLANNING COMMISSIQN NOTICE OF MEETING The City of Stillwater Planning Commission will meet on Monday, February 12, 2007, at 7 p m in the Council Chambers of Stillwater City Hall, 216 North Fourth Street AGENDA 1 CALL TO ORDER 2 APPROVAL OF January 8, 2007 MINUTES 3 PUBLIC HEARINGS 3 01 Case No 07-06 A special use permit for a pop machine located at 132 South Main Street (St Croix Drug) in the CBD, Central Business District, and any variances related thereto Lyle Anderson, applicant 3 02 Case No 07-07 Final approval of Phase I development of Millbrook, a residential subdivision on TH 96 west of Neal Avenue This case includes Final Plat approval for 59 single family homes in Phase I, Final PUD approyaJ for Phase I, and a PUD amendment relating to townhome design, and any variances related thereto US Home, applicant 3 03 Case No 07-08 A variance to the corner side yard setback for the construction of a garage and porch located at 1224 N 2nd Street in the RB, Two Family Residential District, and any variances related thereto Jedadiah Becker, applicant 3 04 -Case No 07-09 A preliminary Planned Unit Development for a 50 lot development on 25 28 acres located at 12525 75th St N and 12620 and 12550 72nd St N, a preliminary plat creating 50 single family lots, and a zoning map amendment to rezone the property from AP, Agricultural Preservation to TR, Traditional Residential `and LR, Lakeshore Residential, and any variances related thereto Ed Dulach, Elite Development, applicant 3 05 Case No 07-10 Amendment to a Planned Unit Development (PUD) for Washington County Government Center for the expansion of the government center campus, and any variances related thereto Don Theisen, applicant 3 06 Case No SUP/93-41 Review of the special use permit for the Elephant Walk Bed and Breakfast located at 801 West Pine Street, and any variances related thereto 4 OTHER BUSINESS 1 CITY HALL 216 NORTH FOURTH STREET STILLWATER MINNESOTA 55082 LPHONE 651 430 8800 WEBSITE www ci stillwatermn us City of Stillwater Planning Commission January 8 2007 Present Suzanne Block Gregg Carlsen Mike Dahlquist Dan Kalmon Brad Meinke Dave Middleton David Peroceschi and Charles Wolden Staff present Community Development Director Bill Turnblad and Planner Mike Pogge Acting chair Dave Middleton called the meeting to order at 7 p m and introduced new member Charles Wolden Approval of minutes Mr Dahlquist seconded by Ms Block moved approval of the minutes of December 11 2006 Motion passed unanimously PUBLIC HEARINGS Case No 07-03 A minor subdivision of one lot into two lots and a variance to the lot size regulations at 108 and 110 W Stillwater Ave Keith and Deborah Kaehler applicants Mr Pogge told the Commission that it has been determined a variance is not required so the Commission needs to take no action other than to open and close the public hearing The Council will hear the subdivision request he stated Mr Middleton opened the public hearing No comments were received and the hearing was closed The Council will hear the subdivision request at its first meeting in February it was noted Case No 07-04 A special use permit for a residential accessory use for classroom/meeting rooms for Our Saviors Lutheran Church at 1514 W Olive St Curt Newcomb applicant Mr Pogge reviewed the request staff findings and recommended conditions of approval Mr Dahlquist questioned how access would be provided to the church parking lot It was noted access might be via a sidewalk/trail in the County s right-of-way or through an adjacent property owner s rear yard It was noted that a trail along Olive is shown in the County s master trail plan also it was noted the Church is still negotiating with the adjacent property owner for access Mr Wolden asked whether a sunset clause could be placed on the use and Ms Block asked if hours of operation could be controlled Mr Pogge responded in the affirmative to both questions Mr Newcomb pointed out that the Church plans to construct an expansion in three or four years and there is no intent to utilize the residence on a permanent basis — the proposal is to alleviate a temporary condition and return the house to residential use once the addition is constructed Mr Newcomb said he would not object to a sunset provision and in fact would welcome such a condition In response to a question about hours of use Mr Newcomb said the house would be primarily used on Sunday mornings and Wednesday evenings Ms Block asked about the possibility of using a modular unit on site rather than the house Mr Newcomb said that would not be as good an option for the Church Mr Carlsen asked about the maximum number of people who might be using the space Mr Newcomb said the maximum number would be 25-30 but more likely 10 12 people would be present at one time Mr Meinke asked about the status of negotiations with the adjacent property owner Mr Newcomb responded that the Church believes an agreement can be worked out and needs to know the use is a workable one before committing to the purchase I City of Stillwater Planning Commission January 8 2007 Mr Middleton opened the public hearing Kurt Weidler 206 Greeley St S expressed a concern about the loss of housing stock converting a residential property to a non-residential use No other comments were received and the hearing was closed MS Block said she thought there were other alternatives for accommodating the use on site Mr Meinke and Mr Peroceschi both expressed concern about safety/traffic issues Mr Dahlquist also referred to a safety concern created by having to cross Brick Street a busy street to get to the Church and said he favored adding a sunset clause to any conditions of approval Mr Kalmon noted he is a member of the Church and spoke in favor of both a sunset clause and limiting hours of operation Mr Carlsen suggested adding a condition regarding review upon complaint Mr Carlsen moved approval with the four conditions as recommended by staff with the additional condition that the use (special use permit) sunset as of Dec 31 2010 and the structure revert to residential use or be reviewed at that time that the hours of operation be limited to 9 a m to 9 p m and that the special use permit be reviewed upon complaint Mr Dahlquist seconded the motion Motion passed 5-3 with Ms Block Mr Meinke and Mr Peroceschi voting no Case No 07-01 Final plat and final planned unit development approval for a 15-lot development on 8 9 acres (Brown s Creek Reserve) in the TR/PUD Transitional Residential District Tim Freeman Folz Freeman Erickson Inc A representative of Folz Freeman Erickson was present Mr Turnblad reviewed the site and previous approvals given the development He noted that the final plat/PUD is nearly identical to the preliminary plat approved by the Commission and Council Mr Turnblad highlighted three conditions of approval (No 2 approval by the DNR regional hydrologist No 8 final Watershed Board approval of the revised trail plan and No 9 City Forester approval of the tree replacement plan) which have been verbally OK d but must receive formal approval before final Council approval of the plat/PUD Ms Block asked how the City would enforce covenants preventing property owners from cutting vegetation that might impact Brown s Creek Mr Turnblad explained the development agreement provides for conservation easements which are enforceable Ms Block asked if there was any way to require that construction be concluded by a certain time Mr Turnblad explained that the development agreement provides a timeframe for the completion of streets and other infrastructure but there is no way to require a property owner to construct a home by a certain time or prevent a lot from being sold Mr Carlsen asked about the final road connection to Neal Avenue Mr Turnblad stated there is no exact timeframe as two different developers are involved but the development agreement provides that the money required to remove the temporary road connection be placed in escrow until such time as that phase of the Millbrook development is completed Mr Middleton opened the public hearing No comments were received and the hearing was closed Mr Dahlquist noted that nothing significant had changed since preliminary plat approval and moved final approval of the plat and PUD with the conditions as recommended by staff Mr Peroceschi seconded the motion motion passed unanimously 2 • City of Stillwater Planning Commission January 8 2007 Case No 07-02 Subdivision for Fairway Villas of Stillwater a 24-lot preliminary plat subdivision a Comprehensive Plan amendment related variances and zoning map amendment to rezone the property at 1902 N William St from RA single-family residential to RB two-family residential MBM Development Bob Clark applicant Mr Turnblad briefly reviewed the site and proposal to construct 12 structures 24 twin homes He noted the property currently is zoned RA and is surrounded by RA zoned properties To allow development of the twin homes as proposed the property needs to be rezoned to RB all minimum standards are met for the rezoning of the property he said The bigger issue for the Commission to consider he pointed out is whether the two-family use is compatible by the surrounding neighborhood There was a question about how many homes could be constructed on the parcel if the zoning remains as is 18 single-family homes could be constructed it was noted Ms Block asked if the Commission could reduce the number of allowable single-family homes Mr Turnblad spoke briefly to the issue of property owners rights and buyers rights based on expectations of current zoning and existing ordinances Bob Clark Lynskey & Clark and MBM Development pointed out to address concerns about density raised in the earlier discussions the number of proposed units has been reduced from 26 to 24 units one less building Mr Clark stated the developers feel strongly that their proposal will have less of a visual impact on the neighborhood and golf course than if the property is developed with single-family homes Mr Clark also noted that the infrastructure is in place to serve the development and the development is consistent with other multi -family uses in the area around the golf course Marc Putnam planner for the developers showed a video incorporating the grading plan with graphics of the split roadway retaining walls plantings pavilion and housing styles Mr Wolden questioned the height of the homes Mr Putnam reiterated the twin -homes are one floor less than single-family homes and will be less visible to the neighborhood Ms Block asked whether a golf course tee box was in fact located on the site Mr Clark explained that situation has been resolved with an exchange of property Mr Dahlquist questioned setbacks Mr Clark stated all setback requirements are met Mr Kalmon suggested that the building footprint is clearly different than the surrounding neighborhood Mr Middleton opened the public hearing It was noted for the record that letters opposing the proposal had been received from James and Betty Sievert 1615 N Second St Richard and Julie Paukert 202 W Hazel St and Jim and Marilyn Meier 405 W Hazel St Brian Larson 2008 Hazel Court spoke of planning principles and noted that a primary focus of the City s infill design guidelines is how a proposal fits in with the surrounding neighborhood — this proposal does not fit with the neighborhood he said He noted this proposal would require a change to the Comprehensive Plan something that should be done only under extraordinary circumstances He spoke to the sensitivity of the area due to its topography and natural resources He questioned the traffic counts provided by the developer He further suggested that the developer had exaggerated how bad single-family homes would look and suggested that there are other options He provided a graphic of the existing pattern of buildings the pattern of buildings as proposed and what he called a more realistic footprint nine homes on 20 000 square foot lots 3 City of Stillwater Planning Commission January 8 2007 James Purcell 2001 Hazel Court called the proposal inconsistent with the neighborhood a neighborhood that has a variety of architectural styles while the video of the proposal showed houses all of the same style with lots of garages He said the traffic impact of the development would be enormous relative to the existing traffic He stated his concerns were based on aesthetics the character of the neighborhood and traffic issues Scott Junker 1802 N Fourth St questioned whether the developers were aware of the fees they would have to pay He also suggested precedent had been set in the denial of two development proposals he had put forth in the recent past Dick Paukert 303 W Hazel pointed out that a number of property owners in the area had signed covenants that the area remain RA single-family Andrew Jenks 1209 N Second St expressed a concern about the potential traffic impact noting that Second Street is the main connector street for the area in question Tamara Curtis 122 Hazel St W said she was opposed to the proposal She questioned whether she would be able to get out of her driveway should the proposal be allowed She also stated the neighboring Dutchtown area is special and needs to be preserved Mary Harycki 2004 Hazel Court urged the Commission to do what is right for this are and consider the Comprehensive Plan and the nature of the neighborhood Less is better she suggested Claude Klivett 1912 N Fifth St expressed a concern about traffic James Libby 203 W Hazel spoke of the issue of compatibility with the surrounding neighborhood He also spoke to the trend in urban planning which promotes lower density and greater lot sizes as one radiates from a city s center The resident of 14411 Dellwood Road spoke of the history of the area and land around Brown s Creek He stated that in the Orderly Annexation process and development of the City s Comprehensive Plan the area was purposely designated large -lot single-family to provide a buffer zone around Brown s Creek and a buffer between the City and the Township He spoke of concerns about the water and other natural resources in the area No other comments were received and the hearing was closed The development team was given an opportunity to address questions Mr Putnam addressed the question about traffic counts providing sources for the cited statistics and stated they would support an independent traffic study if the City/Commission desires Mr Putnam also addressed comments regarding density less is better and suggested that it is the structure density that determines the look and feel of a place Mr Clark addressed other questions/comments He stated they agree with the need to protect the beauty of the area and the need to protect Brown s Creek and will do everything they can to control runoff and protect the area He stated the covenants referred to by one of the speakers 4 do not apply to this property He stated they are aware of the fees associated with developing the property and reiterated that they would support an independent traffic study Discussion was returned to the table Ms Block asked about the 20 000 square -foot large lot size referred to in several comments Mr Turnblad explained that in the Comprehensive Plan single-family large -lot coincides with the RA District areas such as Croixwood and Oak Glen developments with a density of about 2 8 units per acre The 20 000 square -foot large lot designation has to do with Lakeshore overlay districts Brown s Creek is not in that type of overlay district The Comprehensive Plan currently indicates this area as zoned RA The Comprehensive Plan issue arises if and when the area is rezoned to develop the site as RB the Comprehensive Plan would need to be changed he explained Mr Carlsen noted that both the neighbors and landowners in this instance have certain expectation and while he said they thought there are benefits in the twin -home concept he spoke in favor of leaving things as they are keeping the expectations as they are Mr Dahlquist suggested that the City needs a larger lot designation to provide for transition as parcels come into the City and said perhaps a new larger -lot zoning designation may come about in the upcoming Comprehensive Plan update While not excited about the possibility of single-family development on the parcel Mr Dahlquist said he would prefer to wait and see how the Comp Plan update plays out Mr Meinke said if the property does get developed he would prefer the twin -home concept over 18 single-family structures but said he didn t like the idea of changing the Comprehensive Plan Mr Kalmon said he did not like the current zoning and noted there is the potential for other Tots in the neighborhood to subdivide but said he would rather address that in the Comprehensive Plan process He stated unique sensitive areas such as this need a larger lot designation and he said the twin -homes are obviously not a fit with the neighborhood Mr Peroceschi moved to recommend to the Council that all four requests related to Case No 07-02 be denied Mr Carlsen seconded the motion Mr Middleton stated that if he lived in the neighborhood he would prefer the twin -home concept as having less of an impact and being less visible Mr Wolden agreed that the twin -homes might make the best of the situation with some enhancements by the developers Mr Kalmon spoke to the sensitivity of the area and traffic impacts and said the developer is not offering anything to mitigate the impact Ms Block spoke of concerns about the proximity to the golf course and stated she likes Mr Larson s plan Motion to deny the four requests passed 5-3 with Mr Meinke Mr Middleton and Mr Wolden voting against denial Mr Turnblad noted that the variance is denied at the Commission level the Comprehensive Plan amendment rezoning and preliminary plat are recommendations to the Council He stated the Council will consider this case at its February 6 2007 meeting the Park Board at its January 22 2007 meeting OTHER BUSINESS Cablecastinq Commission meetings — Mr Middleton told members the Council is considering having Planning Commission and other Commission meetings cablecast and asked members about their views on the matter Mr Dahlquist stated Oak Park Heights airs its Commission meetings and said there is a great deal of public interest in the meetings There was a question about cost Mr Turnblad said staff if checking into that issue Comprehensive Plan consultant selection — Mr Middleton said the Council has asked that a representative of the Planning Commission and other Commissions/Boards assist in the 5 selection of the consulting firm for the Comprehensive Plan update Mr Kalmon volunteered to serve as the Commission s representative Election of chair and vice chair — Mr Peroceschi nominated Mr Middleton to serve as chair for 2007 and Mr Turnquist as vice chair Mr Meinke seconded the motion motion passed unanimously Ms Block seconded by Mr Kalmon moved to adjourn at 10 45 p m Respectfully submitted Sharon Baker Recording Secretary 6 14 b f* 1 Iwater Planning Commission DATE January 30, 2007 CASE NO 07-06 APPLICANT Lyle W Anderson, St Croix Drug Company REQUEST Special Use Permit for outdoor sales at St Croix Drug LOCATION 132 Main St S COMPREHENSIVE PLAN DISTRICT CC - Community Commercial ZONING CBD - Central Business District HPC DATE February 5, 2007 REVIEWERS Community Dev Director PREPARED BY Michel Pogge, City Planner,�� DISCUSSION At the direction of the HPC, staff has been working to address the increasing number of pop machines in downtown that have been installed without design review by the HPC or a special use permit from the Planning Commission Staff contacted each property ownei who had an outdoor pop machine on their property iequestmg that they either remove the pop machine or make application foi design review and a special use permit Outdoor pop machines located at the Oasis Market at 103 Main St N, Johnny's TV at 242 Main St N, and a pi ivate residence at 115 Myrtle St were voluntarily removed by the property owners This represents all of the outdoor pop machines that were in the downtown district with the exception of the one at St Croix Drug Company St Croix Di ug Company has made application for design review and a special use permit for the pop machine at 132 Main St S Staff has searched archive files and was able to locate a photo showing an outdoor pop machine located at this site in 1991 Accoiding to Mi Anderson a pop machine has been located at this site continuously for at least the past 25 years • I 132 Main St S Page 2 Special Use Permit foi Outdoor Sales A special use permit applicant may be granted only when all of the following conditions are found 1 The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations The City Code allows outdoor sales with a special use permit Since the pop machine is located in the Downtown Historic District the HPC was required to review a design review application for the request The HPC reviewed the i equest and approved the design review permit related to this request 2 Any additional conditions necessary for the public interest have been imposed The Heritage Preservation Commission (HPC) reviewed a design review application for the addition on February 5, 2007 The HPC approved the application with the conditions in this report The public interest will be satisfied with these conditions 3 The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community The pop machine is set in a vestibule area off the main sidewalk in a location that should not hinder pedestrian traffic The proposed use will not constitute a nuisance to the public welfare of the community FINDINGS The pop machine will not be injurious to the neighborhood or otherwise detrimental to the public welfare and will be in harmony with the general purpose of the zoning of dinance ACTION BY THE HERITAGE PRESERVATION COMMISSION Since the site is in the Downtown Historic District a design review permit was reviewed by the Heritage Preseivation Commission (HPC) The HPC reviewed and approved the design review permit at then February 5, 2007 meeting ALTERNATIVES The Planning Commission has several alternatives A Deny If the Planning Commission finds that the proposal is not consistent with the approved design guidelines, it could deny the requested amendment With a denial, the basis of the action should be given r/ 132 Main St S Page 3 B Approve If the proposed changes and plans are found acceptable to the Planning Commission, it should be approved If the Commission approved the request staff would recommend the following conditions 1 The unit shall not be internally backlit C Approve in part D Table If the Planning Commission needs additional information to make a decision, the requested could be tabled until your March 12, 2007 meeting so that additional information could be submitted The 60 day decision deadline for the request is March 13, 2007 RECOMMENDATION Review and take action on the request Attachments Photos of machine (both current and historic) Photos of current pop machine at St Croix Drug Site It 1991 photo of a pop machine at St Croix Drug Site B 9 1 H P l A L 0 M INN t ti 0 I 0 ''...) DATE February 8, 2007 CASE NO 07-07 TO Planning Commissioners REQUEST 1) Final Plat and Final PUD Permit for Millbrook (First Addition) 2) Amendment to Preliminary Plat and Concept PUD for the Townhome portion of the development project APPLICANT J Liberacki, US Home Corporation LAND OWNER US Home Corporation LOCATION 12427 Dellwood Road MEETING DATE February 12, 2007 REVIEWERS Public Works Director, City Attorney, Interim Police Chief, Fire Chief, City Planner, City Forester PREPARED BY Bill Turnblad, Community Development Director T BACKGROUND The City Council approved the Preliminary Plat and Concept Planned Unit Development (PUD) for Millbrook on August 15, 2006 Development of the project was planned to occur in three phases Application has been made for approval of Phase I Phase I is planned to proceed as two plats The first plat, known as MILLBROOK, is the subject of this report It consists of 30 single family lots in the CR, Cottage Residential Zoning District and 33 single family lots in the TR, Traditional Residential Zoning District The second plat in Phase I, to be known as MILLBROOK 2ND ADDITION would consist of about half of the townhomes and would be submitted this coming spring Phase I improvements would include not only the streets, utilities, grading, landscaping, etc for the 63 single family lots and 35 townhomes, but would also include mass grading of the whole site, extra turn lanes on TH 96, and grading and turf establishment for the r • a Millbrook l s` Addition — Final Plat February 8 2007 Page 2 two active city parks The two parks are being platted as Outlot A and Outlot F (See attached final plat ) EVALUATION OF REQUEST The request before the City has two parts The first is approval of the Final Plat and Final PUD for MILLBROOK (1st Addition) The second portion of the request is an amendment to the Preliminary Plat and Concept PUD for the townhomes The preliminary plans approved a "brownstone" style of townhome However, US Home Corporation no longer offers that style of townhome Consequently, the developer has requested an amendment to the preliminary plans to allow construction of a back-to-back townhome they call the "colonial series" in place of the brownstones A FINAL PLAT AND PUD FOR MILLBROOK The preliminary plat and concept PUD approval included 14 conditions The status of each is listed here 1 The Final Plat and Final Planned Unit Development application shall be substantially similar to the following plans prepared by Sathre-Bergquist, Inc , and on file in the Community Development Department, except as modified herein Site Plan dated 7/21/06 Phasing Plan dated 7/24/06 Buffer Averaging Plan (including trails) - 8 sheets dated 6/26/06 Preliminary Site Map* (Sheets SM2 - SM6) dated 1/17/06 Preliminary Plat (Sheets PP1-7) dated 3/30/06 Final Grading Plan (Sheets GP2, 3, 4, 4A, 5, 6) dated 4/12/06 Final Utility Plan (Sheets 2-5) dated 4/12/06 Preliminary Landscape Plan (Sheets 1-4) dated 2/1/06 *Except trails to be as shown in Site Plan dated 7/21/06 A Except for the townhome portion of the project, the final plat submittals for Phase I are substantially similar to the approved preliminary plans A minor difference is that there are a few lots that have been shifted from Phase II and III to this Phase The first phase now proposes to include four lots that have lake views Also, three additional lots are proposed along Lowell Court in this phase Since a segment of the road is being built in this phase, it makes sense to build homes on both sides of the street instead of just one side 2 The developer shall complete a Lakeshore PUD worksheet and submit it to the Minnesota Department of Natural Resource's (DNR) Area Hydrologist prior to submitting an application for a final plat for Phase One If the DNR review results in substantial changes to the Preliminary Plat or Concept PUD plans, then the ,, 'I T Millbrook 151 Addition — Final Plat February 8 2007 Page 3 developer shall resubmit the Concept PUD and Preliminary Plat for review by the City and Joint Planning Board The PUD worksheet was submitted to the DNR on 1/16/07 However, the City has not heard back from the DNR 3 The trail and sidewalk system shall be constructed substantially the same as represented in the following plan sets on file with the Community Development Department a Carnelian Marine Trails - Revised (Sheets CM-1, 2, 3) dated 6-21-06 b Brown's Creek Trail - Revision 3 (Sheet BC 2b-1) dated 6-26-06 c Brown's Creek Trail - Revision 2 (Sheet BC 2-2 + 2-3) dated 6-22-06 d Revised Sidewalk Plan (Sheets SP-1, 2,3) dated 6-21-06 Park and trail plans for Phase I are consistent with the approved preliminary plans 4 All trails shall be paved This is proposed to occur and will be put in development agreement for Phase I 5 Prior to release of the final plat for Phase One, a blanket easement shall be provided over the open space outlot on the south side of South Twin Lake for trail purposes Should the Carnelian -Marine Watershed District rules ever change and allow a trail closer to the lake, the easement will give the City the right to construct that trail This is proposed to occur with this phase 6 Prior to release of the final plat for Phase One, the developer shall provide a 20 foot wide general easement allowing for future use for trails and utilities on the property along the south side of State Highway 96 right of way The easement shall be reviewed by the City Engineer and City Attorney and found satisfactory to them in both form and content The utility portion of the easement is included on the final plat for this phase A trail easement will also be created and filed with the plat 7 The trail connection to State Highway 96 along Outlot F shall be allowed as shown only if the wetland in the ditch is determined by a State licensed delineator to be an incidental wetland If it is not an incidental wetland, then the trail shall be realigned westward along the rear of Lots 17 through 19 Documentation from the delineator shall be submitted together with final plat application materials for the Phase One final plat This portion of the trail is in Phase II, so the delineation will be submitted together with Phase II application materials 8 Lots 129 and 149 adjacent to the trail access off of the roundabout will be restricted by covenant to have open rail fencing and non -continuous shrubbery not exceeding four feet in height along their side and rear lot lines abutting the trail corridor This is to provide for a more inviting entrance to the trail system Lot 7, Block 9 will need this restriction The covenants will need to be drafted and approved by the City Attorney prior to filing the final plat The covenants will need to be filed with the plat 1 Millbrook 151 Addition — Final Plat February 8 2007 Page 4 9 The Developer shall provide water service stubs at each park with three stubs to be included at the large active park A sanitary sewer stub will be provided at the large active park at a place yet to be determined by the City of Stillwater These stubs will be provided 10 The two active parks will be graded by the developer as part of the first phase of development and the developer shall establish turf to the satisfaction of the city prior to the City's assuming maintenance of same This shall at a mirumum include mowing, fertilizing, rock picking, leveling, trimming, weed management and over seeding as necessary Target date for the first transfer of park land will be fall of 2007 Both active parks are being graded with this phase However, since the project was not begun in 2006 as originally hoped by US Home Corporation, the 2007 transfer date is not longer valid It would now be the fall of 2008 11 The Brown's Creek trail link on the Millbrook property that connects to the Carlson property to the south shall be installed by the developer at the same time that the Carlson property trail is constructed, if prior to construction of the final phase in Millbrook It appears that the Brown's Creek Preserve property will develop this summer So, US Home Corporation will connect the trail this summer 12 An as built easement map showing 30 foot easements where possible (minimum of 15 foot) for trails shall be completed and recorded as each section of trail is completed This condition will be put in development agreement for Phase I 13 Final civil engineering plans shall be found satisfactory to the Stillwater Public Works Director or they shall either be a) revised to his satisfaction, or b) reviewed by the City Council and approved The civil engineering plans have been reviewed by the City Engineer and found satisfactory 14 Prior to commencement of any grading on the subject property, the developer shall enter into a Development Agreement that is approved by the City Council The Preliminary Plat is ready for signatures and will have to be executed prior to Council approval of the final plat for this phase B TOWNHOME AMENDMENT Staff analysis of the townhome amendment has not yet been completed It will be available Monday rught for the public hearing In the meantime the proposed platting and townhome design are attached for review by the Planning Commission _ Millbrook 15' Addition — Final Plat February 8 2007 Page 5 ALTERNATIVES A Approval If the Planning Commission finds the both the final plat and PUD for Phase I acceptable, as well as the townhome amendment, it could recommend approval with conditions that will be to be provided at the public hearing B Table If the Planning Commission believes that the final plat and PUD application, or the townhome amendment application is not complete enough to make a decision, it could continue the hearing for additional information C Denial If the Planning Commision finds either the final plat/PUD or the townhome amendment to be unsatisfactory, it could deny it With a denial, the basis of the action should be given RECOMMENDATION The final plat and final PUD permit for MILLBROOD (1st Addition) are in substantial compliance with the approved preliminary plat and its conditions Therefore, staff believes they could be conditionally above However, since review of the townhome amendment has not yet been completed, staff reserves recommendation on it until the public hearing cc Jay Liberackt 0000 000000 000000 000000 000000 0000000 0000000 0000000 000000 000000 000000 000000 00000 0000 000 00 •O •0000. 000000 000000000000000000000 000000000000000000000 000000000000000000000 000000000000000000000 0000 000000000000 00000 000000000000 00000 000000000000 000000000000000000000 000000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 0000000000•• o0 000000000//. 0000000 000000 000000 00000 0000 00 I I ( ommu un UL\clonmcnt I)Lnurtmcnt Millbrook Zoning Exhibit A l 2/7/07 RE MILLBROOK Request to Amend the Millbrook (TH) Townhome Area Colonial Manor Attached (CMA) is Lennar's current townhome design Like all businesses, our homes and our products have evolved over time Lennar has been building townhomes in the metro area for over 30 years We have seen that each generation has its own requirements as our jobs, income, free time, and technologies evolve, so do our homes Some of our first townhomes were in the Colby Lake community in Woodbury, a more recent design is in our Settlers Glen community in Stillwater The design we seek to build at Millbrook is three generations removed from our Settlers Glen design The floor plans have evolved and function much better in terms of usability and furniture placement All of the interior features, such as appliances, floor and counter top coverings, cabinets, windows, and doors have been upgraded with our Everything's Included (EI) construction and marketing program All homes also include a two car garage The structure of the building has been reengineered and will require simpler and less expensive maintenance for our residents We have also updated the exterior to include new contemporary color palettes The attached booklet attempts to portray these elements If the City Staff would like to see these new products at one of our other communities, we would be more than happy to provide maps and directions Our prior proposal, for what we called the Metropolitan townhome design, is an example of updating and evolving plans and buyer's wishes When we initiated the design for Millbrook three and a half years ago, this housing style was very popular Housing was in a phase of `irrational exuberance', and this product could be constructed affordably Buyers were snatching up anything that was remotely affordable, and they were `cute' That is not the current home construction environment and home construction is not expected to return to that condition in the foreseeable future, if ever Those designs tended to be affordable, but the maintenance (i e reflected in association dues) was not The walk up from the garage put all but the youngest buyer out of the product consideration The grade to the front door, creation of an outdoor living area and internal floor plans and furniture placement has not been acceptable in a more rational housing market Many of the communities that started construction during the boom time, even in more urban or milli locations, have been trying to reposition themselves to react to the current housing market Therefore, Lennar requests a PUD plan amendment to better reflect the foreseeable housing market Page 1 of 2 ADDITIONAL SITE PLAN COMMENTS Change in Streetscape One of the Township's concerns was apparent density With the proposed plan the townhomes remain several hundred feet from Dellwood Road, but the homes are no longer a nearly continuous building elevation from Millbrook Circle to the East end of White Pine Way The view will be of 7 buildings with 17 visible homes versus 4 buildings with 24 visible homes This may also be more desirable from a park user's perspective Access points to Maureen Lane and White Pine Way The new site plan is different, but the question should be "Is the community well designed and will the adjacent streets become overloaded9" We believe this will be a very desirable neighborhood that is internally focused on a small pond and gathering space The perimeter streets, as before are adequately sized for the required traffic Also, in the prior plan, only half the units had good access and visibility, i e how do guests fine homes9 Now all the homes have much improved access and visibility The association maintenance obligation, i e private drives, is greatly reduced with the updated plan I hope the City's emergency response services would consider the revised site plan an improvement Other comments The ridge line for the prior buildings was two and a half stories plus gable The new buildings will be two stories plus a gable Building height was a discussion at prior meetings, particularly since the location is one of the higher locations on the property In the proposed plan, the additional guest parking and street parking is more easily accessible to all the homes The number of off street parking spaces will stay the same or can be slightly increased The site plan and building setbacks `opens up' the northeast corner of the community for landscaping and signage The same is true adjacent to the roundabout The community will feel more open with the building setbacks increased Page 2 of 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r CtDI1 UTK TOSS WWMARA f�m.,t N MIWPf4Crem1R VS WAY TM comma* f,Nta OWWWWYSTM kQIT UOC1f01I OiwYTMDILI W.TMI Uflt IRS RIM WOOL W./A1,1,0W PULL 4nWpd POflww MDMD AL AuglU S W MS muse' if) O tom/. WAYS Mp owOrA Wr DEVELOPER U Be Holl!>&s aoe.Atlw,orIOj S35 WAYZATA BLVD WAYZATA M INNESOTA E6351 RIME 1763) 2493022 CONTACT JOHN LIBERACE1 ENGINEER, SURVEYOR, LAND PLANNER BATHBB.HfRBQIIIEIT INC 150 5 BRQACWAY WAYZATA, M INNESpTA 5E351 PRONE 51621141o41099 CONTACT DANIELSCHMDT PE AL5 TITLE 11X17 ONLY 11x170PbN SM1S&a6 PP1-PP7 GP1 •GP5 UPI UPS DETAIL PHASE TS1 TS2 AERIAL EX CONO L1 L4 INDEX TITLE ZONNO REQUEST LOT TABULATION SITE MAP PRELIMINARY PLAT GRADING PLAN UTILRY PLAN STREET CROSS SECTION PHASING PLAN 11EE PRESERVATION PLAN AERIAL OVERLAY EXISTING CONDITION PLAN LANDSCAPE PLANS 1 •WEW m r.. IIFS MMC411W0p @Wcy1WY ANCW ..rf MIA fLL matt Ttipmfas W nt CYNIC* rrlOOt4 d�, k /A "14 zone *. rin. f ield—A.ti 'ennin.ton-B.ti' FITT; r r r Tr- r rrer FIT T rr p3'8-Je seoue1 C zone sommaimpow Ea iiisa. / cros Yid- �,. w�ai�s'`�:�4i� IIIIIIIIESiMMINOMPL MR 11111111111111, M. SW S0is3r -Y1► - �y7 — _____ ili _�. l— — tat _. C33al� 7�ai1�1i. •�wiri o _.-;_ ai fir" =E `i� x r o. - r. f �_,, ,Matt,. , .fin: :..,,3. -.� �...s fr 1I ' 3 �t.rns E• MIL-- l ° : __ at �� AS Si.ltrA AIL I1 li f -gar® �; me Rr �� ■■■■■i:i — 0 A... e:3A.)E — le � tv .,(3 1 ii b rl lif <Irs \-- :A �.-�� jjB tom. • - 0,., l' 10' mee 'Az? raE CN 1 o yr l '?". 44` — AGI • 1o' Ma.w Looh • (a,a,6 roitobtil IA voitil,6 t fo 12 fit 4 o' i tb'- 4'L' GSIT Cwrn otrr • g' P t1 • q' Ntl+r4 ft,aoic. •jo«r Power Fi-oropiw 1A.A.iwAr..v__ Nr--is- LENNAR® MINNESOTA MONOTONY CODE The minimum Monotony code requirements are that no home with the same elevation can be on either side, across the street (directly or diagonal) See drawing below 1 107 i It Although this is a minimum guideline, through panalization Lennar makes every effort to adhere to much stricter standards Each community is pre - planned at the time that the home sites are released for sale to the public Because of this policy most home elevations are only repeated once out of every 12 homes The extenor color packages are also reviewed under these same guidelines Features reviewed under monotony and panelization • Roof lines, break up streetscapes with differing roof lines • Overall massing of home • Porches, limit the same porch configuration • Exterior Colors • Architecture styles, i e two Praine style homes will not be put next to each other • Overall look, we make every effort to give the streetscape a custom feel with our homes ---*7331 618* / wow deft — ;irk' VVETLA 01tA WW1 tWL 50' Boardwalk --90J HOA DOCK SOUTH TWIN LAKE OHW = 888 3 FT o zone "The Colonial Series" 0 iV_I - IIIIMM111111111 MOW ■ 11111. T I 5MILSUM1- - ppn ff `,ra. t e� 1 a,..— 01OOId11re• 00r�' 002X r�20r•on Evergreen Trees (8',10', 12' ht) (to „Z-„5'1) saaky tuAuamuuio 15 3 3 N 9 1, L_ ; LANDSCAPE PLAN MILLBROOK- PRELIMINARY PLAT AMENDMENT STILLWATER. MINNESOTA U.S. HOMES CORPOTATION xyN4R SATHRE-BERGQUIST, INC. 150 SOUTH SROADWAY WAYZATA, MN. 55391 (952) 476-6000 i 551 14 i • -- I 11 I 11 ,31 1:1-13� c,pqr.cp-- 000000ititaA0a4 M a gi EA $Qz X r;0.042Qk1O) LANDSCAPE PLAN hi!LL BROOK- PRELIMIN:AR PLAT AMENDMENT STNIWATER. WINMESOTA U.S. ROUES CORPOTAT ON IyyL SATHRE-BERGQUIST, INC. ISO SOUTH OROAOWAY WAYIATA. IN. fail (OI.211144000 83 ? 1 J 3 ZDNg Colonial Series LEGACY PARK All of the following are included features in the Colonial Series. By including these in each of our homes, we are able to streamline the building process - and provide thousands of dollars of extras at no added charge. INTERIOR • Six panel white Colonist doors & Princeton maple trim • Mohawk' carpet with stain protection and premium pad • Upgraded brushed nickel lighting package • Upgraded laminate wood flooring at kitchen • Mannington' Jumpstart no -wax vinyl floors in bathrooms and laundry • Cultured marble vanity tops • Wired for the future with CAT-5 telephone jacks and high definition (HDTV) compatible TV outlets • Oasis` fiberglass tub and shower systems • Moen' faucets with scald -guard valving • Prewired for ceiling fan in all bedrooms • Ceiling fan with light in loft • Water softener rough -in • Sherwin Williams' Super Paint* • White vinyl windows • Heatilator' 3-sided fireplace with stone • Ventilated wire shelving • Skandia blinds in bedrooms • Prewired for surround sound • Raised vanity in owner's bath KITCHEN • Granite countertop at center island • Laminate countertops • Varied height maple recessed panel cabinets • G.E. Appliances • Kohler Hartland double kitchen sink • Moen' Camerist chrome kitchen faucet with hand sprayer • Recessed lighting in kitchen • Garbage disposal • Water line to refrigerator • Crown molding at kitchen cabinets • Glass door corner cabinet • Lazy susan • Brushed nickel cabinet hardware included features EXTERIOR • Certainteed' asphalt shingles • Asphalt driveway • Low maintenance vinyl siding and soffit with aluminum fascia • Concrete sidewalk • Attached 2-car garage • Raised panel garage door • Garage door opener • Weiser"" locksets • Deadbolt at front door and garage entrance door • Two recessed lights in front • Underground irrigation system • Professionally designed landscaping UTILITIES • Electric water heater • 100 amp electric service • Lennox" forced air energy efficient gas furnace • Smoke detectors • 220v outlet for dryer and range ENERGY SAVING FEATURES • 2 x 6 exterior walls, 16" on center • Insulated glass windows and sliding glass doors • R-44 blown insulation at attic space • R-19 fiberglass batt insulation at exterior walls • Insulated steel exterior doors • Lennox" 13.0 SEER air conditioning ALSO • 10-year structural warranty • Financing available through Universal American Mortgage Company • Guaranteed sale program (if you have a home to sell) • Lennar's quality reputation since 1954 • The Homeowner's Association takes care of all exterior maintenance details • See New Home Consultant for details. LENNAR.. Quality. Value. Imngrity. www.lennar.com Level 2 Everything's Included Homes MN Builder License # 1413. WI Builder License # 923223. The artist rendering is an illustration only, it is approximate and is subject to change. Optional brick or stone may be shown Rev. 9 14 06 Floorplans, prices, standard features & optional features are subject to change without notice. r 2006 Le r ar Corporation rpo approximate Lennar Corporation reserves the right to make changes without prior notice. Stated dimensions & g {�f • Colonial Series model pricing As part of our value -driven, customer -focused philosophy, our Everything's Included program was designed to help our customers get the most home for their money. MODEL NO. MODEL DESCRIPTION BASE PRICE* SQ. FEET 429 Revere $229,990 1,772 Three bedroom, 2 1/2 baths, loft, owner's suite retreat, upper level laundry, 2 car garage and patio 430 Franklin $241,990 1,794 Three bedroom, 2 1/2 baths, loft, owner's suite retreat, upper level laundry, 2 car garage and patio * Base price includes standard homesite and standard front elevation. (11:1:501 Everything's Ytaiudad Hontaa www.lennar.com MN Builder License # 1413. WI Builder License * 923223. The artla rendering is an Illustration only, It Is approximate and Is ob)ect to chan9e. Opuonai Dock or stone may be siown. Rev. 9/21/06 Romans, prices, aWMard features & optional features are subject to change without notice. C• 2006 tenor Corporation. Lenor Corporation reserves the right to make changes without odor notice. Stated dimensions & square footagns are approximate. A e LEGACY PARK) Colonial Series Franklin 430 The versatile Franklin design combines style and functionality in a spacious home that's ideally suited to your lifestyle. You'll find all of the amenities you want in an outstanding setting. Level 1 home plan MN Builder License # 1413. WI Builder License # 923223. The artist rendering Is an illustration only, it is approximate and is subject to change. Optional brads or stone may be shown. CI Rev. 7 26 06 Floorpians, prices, standard features & optional features are subject to charge without notice, © 2006 Lennar Corporation. Lennar Corporation reserves the right to make changes without prior not ce. Stated dimensions & square footages are approximate. WW1 • LEGACY PARK Colonial Series Franklin 430 OWNER'S �UrTE OWNER'S RETREAT BEDROOM #2 LOFT BEDROOM a<3 Upper Level Plan Level 1 i home plan Main Level Plan PATIO A.G. _e e • KITCHEN MUD ROOM DINING ROOM 9-PILED FREPUGE GARAGE WING ROOM MN Builder License # 1413. WI Builder License # 923223. The artist rendering Is an Illustration only, It Is approximate and Is subject to change. Optional brick or stone may be shown. Rev. 7/26/06 Floorplans, prices, standard features & optional features are subject t ect to change without notice. 2006Le are a Corporation. nnar ormatn. uPOW Lennar Corporation reserves the right to make changes without prior not ce. Stated dimensions & g LEGACY PARK Colonial Series Revere 429 The Revere is a place in which you will find total comfort. This spectacular design is highlighted by an owner's retreat and features everything you're looking for in a place you'll be proud to call home. www.lennarcom Level 1 6 evwyWng's Inducted' Homes home plan MN Builder License # 1413. WI Builder License # 923223. The artist rendering is an illustration only, it is approximate and is subject to change. Optional brick or stone may be shown Rev. 7 26 06 Floorplans, prices, standard features & optional features are subject to darge wr hout notice. rc, 2�ge nar Corporation.Vie tennar Corporation reserves the right to make charges without prior notice. Stated dimensions & square are Cr LEGACY PARK Colonial Series Revere 429 LOFT 'bo BEDROOM #3 t4 BEDROOM u2 OWNER'S Uri OWNERI RETREAT Upper Level Plan Level 1 home plan Main Level Plan GAPAIE O e KITCHEN DINING ROOM WING ROOM >-SIDED IREPLJE www.lennar.com PA -no Evscythitg's Included Homes MN Builder License # 1413. WI Builder License # 923223. The artist rendering is an illustration only, it Is approximate and is subject to change. Optional brick or stone may be shown. Rev. 7 26/06 Floorplans, prices, standard features & optional features are subject to change without notice. (0 2006 Lennar Corporation. u / Lennar Corporation reserves the right to make changes without prior notice. Stated dimensions & square footages are approximate. 16= 01 12 07 Stillwater Planning Commission 216 N 4th Street Stillwater, MN 55082 RE Millbrook TH Zone Lennar would like Stillwater to consider an amendment to the Millbrook TH Zone Points for the city to consider Lennar has developed new architectural plans that are very attractive and being very well received in the market place The new plans address the main concerns we heard form Stillwater Township, reduce the visual impact from Hwy 96 The new plans call for ends of buildings rather than the long front of the building to face Hwy 96 Also the overall height has been reduce from 2 % stories to 2 stories The same comments could be made regarding the user of the neighborhood park The ends of buildings will have less visual impact to the park users than the long front elevations of the current plan Guest parking was a major point of discussion previously, the new plan shows 52 guest spaces with room for more if the Planning Commission decides they are needed The market has certainly changed over the three years Millbrook has been in the review process Lennar, like all businesses and I'm sure public entities, is always evaluating its products and its ways of delivering them To put this in a larger context of housing in the Twin Cities, the Builders Association Spring Preview will be here the first of February If one were to compare Lennar's products and offerings from a year ago, spring '06, they would see that every community and every floor plan and the standard features of each have been realigned and updated to keep abreast of the market This has occurred within the Millbrook TR and CR zones also, but to a much smaller degree, with none of the changes affecting the site plan, i e streets, parks, etc Lennar's new housing styles and plans are being very well received in the market place, even in this weak housing market A strong confirmation that Lennar's business approach of continually re evaluating its buyers and updating its products is a prudent business strategy We hope you find our new TH plans as attractive and as exciting as we do incerely 3eh11 J\I eracki Lennar VP MN Land Division /REVISIONS BY 7. -----------------------STATE HIGHWAY NO 96) DELLWOOD ROAD NORTH ILEIHKIN / / WETLAND BUFIfiR — / / / -, sue`' �// /' /// / •FF`p•, / // / . / // cyQQT // / •may �,/— J/ / / / / / L EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES • Nn. w Mae ---Name 626 r- LEGEND TRAILS - PHASE - PHASE II ® PHASE III SANITARY TO BE 8 CONSTRUCTED IN PHASE I WATERMAIN TO BE • CONSTRUCTED IN PHASE I PHASE I PHASE II PHASE III 1 —1 ---------------------------- NWIVIV \ �) NORTH 200 100 0 100 200 400 SCALE IN FEET NEAL AVENUE NORTH aerwrane MOO I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THEIAWS OF THE STATE OF MINNESOTA DATE 07-2—I1' 04 REG NO 26147 • / • PHASING PLAN • U S HOMES CORPORATION DRAWN JSR CHECKED OLS DATE July 24 2006 SCALE AS SHOWN JOB NO 54,55-069 ILE BASE_MILL_7 21-06 SHEET PHASE 1 h w I 1+ in„ t f• a r•^y F ,TT.. r• ! ;rr c71?I 9101.Rum 1 ,+u, •err. .... rp 'r-dam as d; IIIIIIIIII111111#1 Cam, rTITITITITTIT V -09/8' P•OD/8 j�7�'I'rp 9 8 D 11/8 gb 1 AR Leo +lP 1r 1 of 0 0-1 a ig Q 1 _wo L J s iIa <=17eirn E E N 9 0 OWNER JC11L Cl11Ay JflEIR "CEPS COED" - D y = PROJECT ADDRESS. 0 DEVELOPMENT --ib`aNazD 1 I -2 I/B P�0 WO9� 8 1 1/8 11 4g I 0 -a # ra z 0 LE Ni NAR sa..ON 101eta_.x tl 1 N 1 w e 0 00 m z- w w 0 0 .- 6 D qqqqZEqq s s 4 2'<uDDDDDtD ''� l'A��IPA sa /J_oo avnos 3 r x, x L1 . m O O m t t S; t Z D> 3 Q 9 l l T r f l q !S!..!.. a� 9 i 5 S F� 9 ii'<iiii114saNSs 4ili(iii4 {ii;i;i+c“4ii5#iifialgitiMIllr:011 OW SCI-IE; HATFIELD I Raw amen Q 9 2 11111111111111 r'71 IIII IIIIIIIII +11111110101 1111111111111111 U Il U II 11 I 1111111111111111 ❑❑' 00 110 HIM —I ❑_❑❑:: ❑_❑❑ ❑OM ,121 -t aIii111111IIIII uIr� 9I1/8 i 1 8I1/8 z rn X LANCASTER "CAPE COD" - D ELEVATION SaleGS 4Nt/il?l'Cfahi I N ' Nazi CiNf-1 NOIJ D5Y-ion AAPPROVED FOR DATE 11/19/OB O 2006 LUNDGREN BROS INC CONSTRUCTION DRAWN BY UNAUTHORIZED USE OF THIS PLAN IS A VIOLATION OF THE INITIALS REVISED • U S COPYRIGHT ACT TITLE REVISED 17 OF THE U S CODE DATE REVISED LUNDC EN COLLECTION AMERICAN HEARTLAND SERIES PENNINCsTON "CAPE COD" - D ELEVATION INDEX Al ELEVATIONS ROOF PLAN NOTES A2 FOUNDATION PLAN AND DETAILS A3 MAIN FLOOR PLAN A4 UPPER FLOOR PLAN A5 SECTIONS A6 DETAILS Al ELECTRICAL PLANS AS INTERIOR ELEVATIONS SI STRUCTURAL DETAILS S2 STRUCTURAL DETAILS SQUARE FOOT 4C E S DECK N/A SOFT STOOP 166 SOFT OTHER, WA SOFT GARAGE 862 SOFT BASEMENT UNFIN 1523 SOFT BASEMENT FINISHED 0 SOFT MAIN FLOOR FINISHED 1535 SQFT UPPER FLOOR FINISHED 1533 SQFT TOTAL FINISHED 3068 SQFT EXTERIOR NOTES VINYL LAP SIDING AT FRONT SIDES AND REAR OF HOME UN 0 WITH EXCEPTION TO THE LAP SIDING ALL SIDING MATERIALS ON FRONT OP HOME TO BE .TAMES HARDIE PRODUCT U N 0 REPLACE 5/4 SHEATHING WITH 1/2 0SB SHEATHING BEHIND ALL HARDIE SHAKE APPLICATIONS ALUMINUM FASCIA 4 SOFFIT ON ALL SIDES OP HOME INCLUDES PORCH GEILING ALL TRIM BOARD MATERIALS TO BE 5/4x MIRATEG U N 0 SIZED PER PLAN ALL WINDOWS TO BE WRAPPED WITH 5/4x6 MIRATEG TRIM LINO INSTALL HOUSE WRAP AROUND ENTIRE HOME SEE DETAIL BELOW FOR INSTRUCTIONS FOR WRAPPING THE WINDOWS GENERAL AL NOTES FOUNDATION TO INCLUDE WATCHDOG WATERPROOFING SYSTEM SEE SHEET A2 POR PLAN NOTES AND DETAILS MOUSE WRAF DTL e UJDUJ UPPER FOLD pq, P�4 DIAOR.4YL LPFER FLAP AT f OCUT 61P8 O ERor WTALLED INCOU HOME WRAP CUTTING PATTEIRI HOLD LEPER FCLD OUT UNTIL FINAL 61EP / OAPPLY IW RI BRAE. 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FOLD SIDE MUSE %RAP FLAF9 OVER FLEX MAPAND Ilan / PASTEThTE R WALL IIJNDOOL 4 HOER TIP -AD FICUBH 1RAP FOLD OENDOW P PRIAPPY CALK OR TO ALE TNG 6FOa% O CAP 1t MOOD WRAP DENT EACH C DOWN EACH 60E. DO NOT CAUL( BOTTOM F2 OINSTAL. JAMB 6T6P6 OVER wTALLED 62000 WINDOW SCHEDULE . HATFIELD 671-1 OM R01LTN CPemr. REMARKS Al 3S36VL VI aT/ .416 CASEPENT A6 ISM 36 •-I116 rrw PULEDCS1T A3 32n6A6 r ter r 4w FULL LITE DR A4 2646M. I6 ♦ Tor Orr w GASMEN, A6 2640YL 34 • rw R-4 SW PULL CENT B 3/4YA0 rr• .• 644 C 2026P 146 -0 3r - T4r map CI 3020A In Is Ur rs16 ALINING D 4 "%s.T sv TAW" MULL. FIXED NN Tog G n1=1,1„ T-10 NO N• 11 7165.E-I r4* 1 0 161-I J 39•4.E 1 - .e 6N K 3M560-1 rr• r r 614 L sum N Tor a Tr ADNNO M 34451E-2 rr •.. MILLED 614 N 3WOA 36 16• r* T4M MILL. ALINING P 2020A34 • w I, OW 1U L. AMINO R 3446VL 24 Ater 4'-416• MLL C6M7 GEE HAYFIELD FOR DH WM:KW LOCATIQJS FRONT DOOR SCHEDULE - SIMPSON WOOD DOORS 6m Art ROJGH OF41010 REMARKS 2 T64 a 3 W 0 3 14 3066 W MAN ZI woe d 1R41a 3 2 0 3 14 3066 6V IRAN EjA 410' la fa& m 4' �61I. HIr— A,.,L� i AIiIL'111�16'cn .iIIIIIIIlIIII,IIIIIII'i„.Irjil'�i��I�i��I�`��I�`I'�I ••,.IIiul1IIII11iII1moininu II1PI ,EiN,.iAL iUl1IlI111I111111II111IIlI111r11111P'' 4t�111-.1i1l.-.ir1111�I1111�11111�11111�11111e1"p'6' ..iIIIi:!E¢I111i iE6414 6II 1�1 I 1 1;I� 1 IrJ111P" i.AIIJI II 111 1111 III I I1I1I�- `1 �I .I, I.U. 1.0 I1I1711 ii� ii II (irl (i` 0/4610 4 r.11I!; ,;I11111111F ,-.141111v111EM 1111EL L'1111=1111,%I`1511111$$ 1111111111111111\_,d111111f111�11111111111111111111k.�I�j.111n�I�11i I I QI 1I111 11i11kl1,1-Il 11i1111I'1111 6 .111111i .4111111 NMI ■■■ 11 1111 ••• it En MEP 1-I - L m4sh 6/4.I9 d f08 5Ea409 W MP CN 22 LAP REG 16 -- 6/4•A -B1171- 1:11 148•1 11 11 11 L•I PACED 24 OD! WALL E/ 6TOE GOP ❑ ❑ ❑ ❑ ❑ ❑ \'-.ADDFEDO 6TOE OFRONT ELEvATION I =•. E Pr F tl TOE.11612 TL[_P 8 10.ELA16rt 9 LW. BATE_ 1 LC4LO. la.PC 4_ NEWT 69.4DE OSIDE ELEVATION I 6••v 14Y F a agrapetwi b Iee.a.t4 a _ t BI 70 FtiDIG� + e mop 6O OREAR ELEVATION WALE w• T Tg lE VEAsr COME BM FEL DEPTH ermlT 0 SIDE ELEVATION WALE. Nr F ri 4f F ROCP ADEQUATE PER SUPPLIER VENT ROW k.100 — 60 NO2 RAIDED HEELS PER OIL6. RB2A TO 644T AS • 0 00.104/446 2 -d' IO1D OYERMACL161 2 TO 873166 END TIP 114266 1401ED O11@O13E _6D 66� I �a10 L- -- 4P. = 1n L TA CUM 1 ALP OROOF PLAN 1 auta 14' T 4P 1 4 OK 1 LOT NO BLOCK NO ADD Ti NO PN TITLE ELEV SHEET Al • 1 LUNDG EN COLLECTION AMERICAN HEARTLAND SERIES WORTHINGTON "FOLK" - A ELEVATION INDEX Al ELEVATIONS ROOF PLAN NOTES A2 FOUNDATION PLAN AND DETAILS A3 MAIN FLOOR PLAN A4 UPPER FLOOR PLAN A6 ETAILSS Al ELECTRICAL PLANS A8 INTERIOR ELEVATIONS 51 STRUCTURAL DETAILS 52 STRUCTURAL DETAILS SQUARE FOOTAGES ES DECK, N/A SQFT STOOP ISS SOFT OTHER. N/A SQFT GARAGE 154 SQFT BASEMENT UNFIN_ 1530 SQFT BASEMENT FINISHED 0 SQFT MAIN FLOOR FINISHED 1530 SQFT UPPER FLOOR FINISHED 1694 SOFT TOTAL FINISHED 3224 SQFT EXTERIOR NOTES VINYL. LAP SIDING AT FRONT SIDES AND REAR OF HOME U NO y1ITH EXCEPTION TO THE LAP SIDING ALL SIDING MATERIALS ON FRONT OP HOME TO BE .TAMES HARDIE PRODUCT UNO REPLACE 5/4 SHEATHING WITH 1/2 0 SE SHEATHING BEHIND ALL HARDIE SHAKE APPLICATIONS ALUMINUM FASCIA 0 SOFFIT ON ALL SIDES OF HOME INCLUDES PORCH CEILING ALL TRIM BOARD MATERIALS TO BE 5/4x MIRATEG U.N 0 SIZED PER PLAN ALL WINDOWS TO BE WRAPPED WITH 5/4x6 MIRATEG TRIM U.NO INSTALL HOUSE WRAP AROUND ENTIRE HOME SEE DETAIL BELOW POR INSTRUCTIONS FOR WRAPPING THE WINDOWS GENERAL AL NOTES FOUNDATION TO INCLUDE WATCHDOG WATERPROOFING SYSTEM SEE SHEET A7 POR PLAN NOTES AND DETAILS 1-4OUSE WRAP DTL e UJDUJ UPPER ►OLD OJT NOISE WRAP PER OLFGRAN OJT UPPER FLAP AT 45 HMSO MAP MTSD PATTERN HOLD UPPER FOLD OJT URIL FNAL STEP APPLY IFP FLEX MAP TO SILL O' UHD01 OPENED ATM FLOC OUP W ALL. FOLDO▪ VER FLEX ILRAP SIDE A10 TRIM / PASTEL 0WTAL.L WINDED 4 UNDER LEAD NOISE ERAP FOLD 0AP PY CALLK EdMD 5 MOOD PW PROP TO SETTING WINDED WTAJL DRIP CAP DOER ELOOS WRAP MO COMERS Dow EACH Sloe 0DONOT CAULK L_ INSTALL JAMS SITUPS 01ER INSTALLED WPIDOU ® POTALL HEAD STRIP DOER UPPER UM= WRAP FOLD DROP WIPER FOLD O1ER NEAR STRIP AND TAPE OrIIAOIT SEAMS . WINDOW SCHEDULE HAYFIELD STK WIT RO414 OPENED RIDIARC6 A 26361E IA 4 W 34 w CASEMENT Al 26361E 20 04 b' 4 1.40 MJ.LED CENT A2 2618vt 24 I4 4P 4 W MULLED CAM AS 3A941/12 2 to. OIVY RLL um DR A4 TOM II r4140 r4W MII.ED CAM AS 26161E U r w 04 w CASEMENT A6 20364. V0 r-6 w 34 w FIXED Al 215I10 1/4 row 4 w PNIED D 3/4P6A6-I r-P 6v SH 61 LD 6/W FA0 04 614 C 207EP V0 rib w -4, "or FIXED 0 2020A VI sw r-ew ALNING D I/1.Y0-I r4• 4,10. 61-1 E 206A)'�1 moat w w .. WSW P O. wagon Palo IO Aeo f O )/66ro-) v-n we Y4 MULLED 614 H 6/46AA2 1 w v MULLED 5H J 314*610-2 NV YO MULLED 5H K 6324. VC r4 TAP 3•-0 w FIXED ICI 16321E 11 -6 w )v w CASEMENT L 23I611. 151 r41 w • w FIXED M 0484041 -4 00 641 N 26361E YT6 • w r4 w R)&D/DORfR p 3 D1DATn -, yr will 4ANSLG p . @� UWfdN1+�.f.�hl91L�S: rn HAYPl 7l 7 kIBKer:ATIrINq ETD UNIT 100J311 OPENNI PENANCE Z TW 0 MAORI 3 2 d 3 VJ 306E AV 1RN1 ZI IRA E TMIO 3 2 0 3 M NEED EV TRAM I 1111 II IT II I TI np ETD AT 4.4 P053 WV CAP AG M wom6 41121041 NOTE FT& PEPTH Nor VARY PER ERE comma* 1ERPr PER GRADE 2 SIPE ELEVATION I Yr r v CANT O1 FRONT ELEVATION SCAB T PIIFNI NIRATEC TRN NNW 3/4P6 � E3WO1l F On. r.24 CANT "is .■ OREAR ELEVATION WALL W FP eC c_ 4, TM - mew I OSIDE ELEVATION 6CAlP VI' r 1 ROOF PLAN Of 1LE LW r Z 1 LOT NO BLOCK NO ADD Tlf O 1 NO PN TITLE ELEV SHEET Al, MILLBROOK KNOW ALL BY THESE PRESENTS: KNOW ALL MEN BY THESE PRESENTS: That U.S. Home Corporation, a Delaware corporation, fee owners of the following described property situated in the County of Washington, State of Minnesota to wit: PARCEL A: That part of the Northwest Quarter of the Northwest Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, which lies easterly of a line described as commencing at the northwest comer of said Northwest Quarter of said Northwest Quarter; thence on an assumed bearing of North 89 degrees 46 minutes 55 seconds East, 818.50 feet to the point of beginning of the line to be described; thence South 09 degrees 57 minutes 57 minutes West, 480.01 feet; thence South 00 degrees 35 minutes 10 seconds East, 280.00 feet; thence South 18 degrees 03 minutes 14 seconds East, 223.97 feet; thence South 89 degrees 46 minutes 55 seconds West, 137.84 feet; thence South 21 degrees 43 minutes 05 seconds East, 423.97 feet to the south line of said Northwest Quarter of the Northwest Quarter, and said line there terminating; Except that part platted as RANDOM CREEK RANCHETTES, Washington County, Minnesota. PARCEL B: The Northeast Quarter of the Northwest Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, Except that part thereof platted as RANDOM CREEK RANCHETTES. PARCEL C: The Southeast Quarter of the Northwest Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, lying north of the south 677 feet thereof, Except that part thereof platted as RANDOM CREEK RANCHETTES. PARCEL D: The Northwest Quarter of the Northeast Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota. PARCEL E: The West Half of the Northeast Quarter of the Northeast Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota. PARCEL F: The Northwest Quarter of the Southeast Quarter of the Northeast Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota. PARCEL G: The Southwest Quarter of the Northeast Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, Except the East Half of the Southeast Quarter of the Southwest Quarter of the Northeast Quarter of said Section 19, and Except that part thereof platted as RANDOM CREEK RANCHETTES NO.2. PARCEL H: Outlot A, RANDOM CREEK RANCHETTES, according to the recorded plat thereof, Washington County, Minnesota. PARCEL 1: Outlot A, RANDOM CREEK RANCHETTES NO. 2., according to the recorded plat thereof, Washington County, Minnesota. PARCEL J: That part of the Southwest Quarter of the Southeast Quarter of Section 18, Township 30, Range 20, Washington County, Minnesota, lying southerly of the centerline of State Highway No. 96. PARCEL K: All that part of the East Half of the Southeast Quarter of the Northeast Quarter of Section 19, Township 30, Range 20, Washington Cunty, Minnesota, that is encompassed by the following described line: Commencing at the southeast corner of said Northeast Quarter; thence North I degree 24 minutes 01 seconds West, along the East line of said Northeast Quarter for 653.24 feet to the point of beginning of the line to be described, thence continuing North 1 degrees 24 minutes 01 seconds West along the East line, for 342.00 feet; thence South 89 degrees 37 minutes 52 seconds West, parallel to the north line of the Southeast Quarter of said Northeast Quarter for 668.09 feet to the West line of said Fast Half; thence South 01 degree 17 minutes 30 seconds East, along said West line for 341.99 feet; thence North 89 degrees 37 minutes 52 seconds East for 668.74 feet to the opint of beginning, Washington County, Minnesota. Has caused the same to be surveyed and platted as MILLBROOK and does hereby donate and dedicate to the public for public use forever the drainage and utility easements as shown on this plat. In witness whereof said U.S. Home Corporation, a Delaware corporation has caused these presents to be signed by its proper officer this day of , 200 . Signed: U.S. Home Corporation Lee W. Johnson, Division Senior Vice President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 200 by Lee W. Johnson, Division Senior Vice President of U.S. Home Corporation, a Delaware corporation on behalf of the corporation. Notary Public, County, Minnesota My Commission Expires 5o N SATHRE-BERGQUIST, INC. I hereby certify that I have surveyed and platted the property described on this plat as MILLBROOK; that this is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; or will be placed as required by the local government unit; that the outside boundary lines are correctly designated on the plat; and that there are no wet lands as defined in Minnesota Statues, Section 505.02, Subdivision 1 or public highways to be designated other than as shown. David B. Pemberton Licensed Land Surveyor Minnesota License No. 40344 STATE OF MINNESOTA COUNTY OE The foregoing surveyors certificate was acknowledged before me this Surveyor, Minnesota License No. 40344. Notary Public, My Commission Expires: County, Minnesota County Recorder Washington County, Minnesota By: , Deputy STILLWATER, MINNESOTA day of , 200, by David B. Pemberton, Licensed Land This plat of MILLBROOK was approved by the City Council of the City of Stillwater, Minnesota this day of , 200 , and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. CITY OF STILLWATER COUNTY SURVEYOR Washington County, Minnesota , Mayor , City Administrator Pursuant to Chapter 820, Laws of Minnesota, 1971, this plat has been approved this By: By: Washington County Surveyor COUNTY AUDITOR'TREASURER Washington County, Minnesota day of , 200 There are no delinquent taxes. The current taxes due and payable for the year 200 have been paid, and transfer has been entered this ,200 . By: By; Washington County Auditor/Treasurer Deputy COUNTY RECORDER Washington County, Minnesota Document No. I hereby certify that this instrument was filed in this office of the County Recorder for record on this o'clock M. and was duly recorded in Washington County Records. PRELIMINARY 01/12/07 day of day of ,200 ,at SHEET 1 OF 4 SHEETS J 1 1- L LIJ <C L C•_ r- r1 CI I IAlfl(lrl VLL_L.11 L/VV N89°46'55"E\ _137.84, r I 1'. x j L-- ^AIn l'1 CREEK r1�c� MILLBROOK ROTA D 77.36 STATE HIGHWAY'° 3945.1 Ng4°73139 E�Ng.4�13'39 E SOS � T ,7=3 01'5O / \ 610.06 � •,„ 4 A-1 5 11 �u I 46 21•E LAND 'o 9 1500 �5W ® io� In m Cl sN Drze °0r'k ''S•$ • 1 S64°57 1* S0.00203•E O 1 3s. 503.30 S8e°12'39•W I I I 1 A 1l1 rv• }-- �-�--- 32.5= NORTH LINE OF NE 1/4 OF 0, NE 1/4 �`}j�rn ( 0 1 OF SEC. 19.7119. NCO 3T, RDE. ES L, _ - I STATE- - L� S84 13'39"W y!-_---=� WA9i1NCTC)N COUNTY. M9MESOTA - J _ _ _ - - - J I n I L - - - - - - - - NORTH S00°48'22"E HIGHIIAY N0. 96 _, o FA I }i 69.48 STATE N89 46'S5"E 1611.76 I R84o13'3 E •iDd§�o13'39'E �'� ' AY NO. 96 22,00 1' ---�- - -i 1S 18�y6 7<.9s6°z347� � r4/�o5'v D i. CR. 511° T3 N'4 3 y5''cf +p p ,r4 C.B.2N 76°06'42"E �rt';i/fi it I ° z A A I OUTLOT � � 8074 15,E N54°54'46"E S73°r A-z4°200 48.36 • s 18 , 5 40 A...363 512 R251200 4 p? 3 Z / R176 9250 � _ 216.56 - I415 62 R.•513.5D � A�11b 9� • 1 v♦ '14 ` (/?; L 7 m I ▪ INSET (SEE SHEET 3OF4 WET Lj4ND �eo�4,p,,a. • 8S-&i I,a�esiEr ��ya`� I ' `--j OUTLOT B `� R♦Vos',`', y�Z ��- ~Jh4o?a46.&,,7` J 'A ,S%Bo B0 F4._ r/ d� Bi I N� :•9,1, a4eLpk -\•) / B`4°'�'o• ) DIL011 - 2915� � / ? el '86' R T•f 98 1I5'%w �tidb /n•I �w A SHEETS ) 4 520°3�0 R,� Bo g ♦J9' , 577°t1'57' ,� 1 2j:40 f?''•\ ! 164.9 y. ,44 .1b4/ • m`m v m� 3i so zo w �'Yop• n• H :°0 2 53.16 I -•, - _L {}105-66 - c N ,E' ow� N85 50'12"W ---- / --+ �0 N g �c� 1 ra rn 5F' `�``kc .> 14 .� E O �'oi N78o0g'32 /B.0_ • � tp � ▪ _( Nos°58'4°'£ „4, 179.74 y `ises�se' a yr ` ts\ LAND 11 °0`20E , )'�! n� �4 1 °ry9ry9 6 ".12° ,1� • I QI` R I WET LAND rb IC=13.W134103D.00 4h5-0 432J N�`/ ` 4,...-34.13 R=520.00 �5273p21� 3"W C.B.-552°50'S0•E '1e5 •4{ro��iPd V CO0i• S89°44'35'W 664.87 �\ \ 4'2� j?.f•t\,7n,gtome . l i J R-280.0020.11 \ oy � \t�^ F°i'^ ‘40.87 '%` 0C.�B.3-S45493°940•C= '1934•E.13N04521SUft£YJNEIq , I C-20.10 OB'S3� C.B.-N42°08'08'40•E tiF 2PF ti°o�'� OUTLOT rl P 3r ``'°'• I 4r4� `` WET" -I , - _726E LSo��� 408.50 51 3o1 800•W 2g965 "4 30 JI• ,�\ 1*1,. '\*JS1;,'K De, NORTH 1- $89°51'09"W 1477.80 A (471.69'RANDOM CREEK RANCHETTES < a NO 2) °4. o L J L \ -- s13_1514zz ,10R7l \ N89°49'31'E �Ly Ir II C A.�� U r°W�� LA -- ------------- ------------------- Y/265j 06 H64 4.xe19�v L',)Q. Scid oa 66.971 n • S7gn 4g f �75 31 23 Ei N89°56'S41 1 S78353.53 R^l ' C,I* RA Z�'c K I Ale rL, �{Lr?,-L� II . I NO 4, 1 I I I SATHRE-BERGQUIST, INC. vV VlrI L 1 ROA rl t'40 VI•lV 1 IVV. 64 9 L 1001.72 200 100 0 NORTH 100 200 SCALE IN FEET co The basis for the bearing system is the north line of the NE 1/4 of the NW 1/4 of Sec. 19, Twp. 30, Rge. 20, Washington County, Minnesota, which is assumed to bear o N89•46'55"E 400 Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument Q Denotes a Found Cast -iron -Monument 389°48'?4 NT4o�Tj��slI+ T oU N89°56'38'E 670.78 H N89*4 T r /46,1 , 1 N89°56'38"EI 664.79 0 C L 4,8 � 0 PRELIMINARY 01/12/07 SHEET 2 OF 4 SHEETS C.8...N48°07,29'l y cg:L3.47' 393.17 11534.16 p=1°571•` C=393.15 C.B.= -.ts. 99.10 0 93.61 v"Zt 0=0°29'32n F �Q��=0°2754" tp�p I I�a II ID M ` I I� IQ 1 a la �i \, o 1 rn �i0. .* 4.I Im '0 yb �p a ° A, I co 34 Net 3346'W tr 0 2 N 0 ro 0i SATHRE-BERGQUIST, INC. 85°12'14"E — N8 4 ° 13' 3 9 " E 122.00 MILLBROOK ( INSET A ) S 46S0 cF /1°46• 21"E505 N84°13'39'E 80 0 'w .08 a ,o 5 1v0 N1F l , l I $j • �1 II 1 1 43.31 36.69 /• -r_1I 60.28 60.28 Jt� _r — 7 1II/4 NIItoII11 I1 75°52.45'5Q6JI ce o= 11I IIl I IC" IF 7F:N I.i 6 It�o IIo NI 18 I8 w o II` 9th ZmN1III 11 11 I iSl \ 6p,81 1 1 I I I 14,2,. '' I I & I MA ZJREEN. °s, 6�6 10 258� �1 535 67 4°30.42 L 6o.00 j S86°29'37"W 0.,/12s 07 R=250.004 2B 1Fik eel 14•5'1 IG 0 tri Cam? 00 I 10 41?" •o7'e s s'Bs o F °? '07 IL62220, IN79°53'4 " 16 62.20 T6.43 � � 1N70°53'49'E u1 .0z $� N72001'006 J 1495.27m 60.28 N84°13'39'E 447.04 ;1 •57- 39.17 S84°57'57"W z a to to 10 N S78°08'32"W - 8.05 z 0 45.06 N85°58'40'E PRELIMINARY 01/12/07 60 30 NORTH 30 60 120 SCALE IN FEET The basis for the bearing system is the north line of the NE 1/4 of the NW 1/4 of Sec. 19, Twp. 30, Rge. 20, Washington County, Minnesota, which is assumed to beer N89°46'55"E O • Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 Denotes a Found Iron Monument Denotes a Found Cast -Iron -Monument DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS. NOT TO SCALE Being 5 feet in width and adjoining lot lines, onless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. SHEET 3 OF 4 SHEETS 6B,,0 NZR� Ce .l'0ap 11F p . e NBe 3Po4Ww c3?• �\ ?es:'g ',e� ITE <o R 573°28'12'E �R 149.10 ol8 z\ * 53.58 S71°12'45"Ei. Vts3.0114,�1R.g0.0o e3E G`C8� 9ce? 4 v,LO.N 1 N 4) is 41� �; �; ,rE CB -41 5° 4° N / k°239ram �• / GB.o's+' 000 D•*2t5 R 45.Q0 414't 44 E8 44 43t•k p4e net /,/iC"!545 S73°26.12.E 55.34 SATHRE-BERGQUIST, INC. co m w N N MILLBROOK (JNSETB) N67°41'02'W 142.78 r� OUTLOvER TM To F� ORp1 E t^ N130s e>9W8.48 °�59616E42�220.8�876.05-i� -- 6; 94S.1657°13'1 4 01 2 t =10°23'38 85.26 5 �, A=6°'44"' L 76_00� L5.2 _ 3131.30l 0 Q RI n 4. ,17 s pOG � k5OG q•0< 0c2.G R'o N58�0,” 4 ,1 1 I NI 114,30/ 0=20°12'10i 77.57 J / 1=1.80 =.18°3229• IR N74°03.5YW I 87.94 R.350.0, �� • 117.97 G.14 23 4 259°40.1 I'R ILLBR OOK �R = 60.19 �� r '1; 7s 4.t1cr E5g48 25.73 15°27'26• •"' O i0I in of 88.97 4°43'37N , 186.58 5454E 8�02,, 1. 1 ee90� CIRCLE n r 78.08 1 L1=15°58.37' In 5 I Y N II 8 II L86.01 1 L 82.14_ S74° 30.31.6 191.32 O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument ® Denotes a Found Cast -Iron -Monument 4 PRELIMINARY 01/12/07 60 to 30 NORTH 30 9.7 - S238E 9.2 I o 6 0 5 1158 60 120 SCALE IN FEET The basis for the bearing system is the north line of the NE 1/4 of the NW I/4 of Sec. 19, Twp. 30, Rge. 20, Washington County, Minnesota, which is assumed to bear N89°46'55"E ° 4'6 to 0 oAhj��p� to G. ., RL - 7 Ibh. C.B. R=0 4218°0.00OB'40'E 7 4g • 20.11 06'S3•C=20.10 h - oo gh 51 •4 0 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: L_ L_ NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. 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'• ' . .1 4,1 eisblii / °Wit j• e.iVailfi-,4 fil ).)r•ri-',";• 141414 IL !, . •I „ . oi•f tIP .7;'..t 411'. a . ' Vill py 1 f_ Z1 Ran masa ‘av-3‘mcva811w 9OOIOOO..lJ P 1 1 Co a cr 1 CU er n Colonial Series All of the following ale included features in die Colonial Series By including these in each of our homes we are able to streamline the building process and provide thousands of dollars of extras at no added charge ENTERFOR. • Six panel white Colonist door s fx Princeton maple trim • Mohawl cai pet with stain protection and piemwm pad • Upgraded blushed nickel lighting package ▪ Upgraded laminate wood floor rig at kitchen • Manningtonm Jumpstart no war vinyl floors in bathrooms and laundry • Cultured marble vanity tops • Wired or the future with CAT 5 telephone Iacl s and high definition (HDTV) compatible TV outlets Oasis fiberglass tub and shower systems Moen" faucets with scald guaid valving Piewiied for ceiling fan in all bedrooms Ceiling fan with light in loft Water softenei rough in Sherwin Williams" Supei Paint t White vinyl windows liealilatoi 3 sided fireplace with stone Ventilated wiie shelving SI andia blinds in bedrooms �tewued for buiiound sound Raised vanity in owner s bath V I I CHER • Granite countertop at center island • Laminate countertops Varied height maple recessed panel cabinets • G E Appliances Kohlei Hartland double I itchen sink Moen' Camerrst chrome l itcben faucet with hand sprayer • Recessed lighting in kitchen • Garbage disposal Wale' line to i efngeralor • Crown molding at kitchen cabinets • Glass dooi comer cabinet • Lazy susan • Blushed nickel cabinet hardware rs !F ts`k inrItided feel ul es EXTERIOR Certainteed' asphalt shingles Asphalt driveway • Low maintenance vinyl siding and soffit with aluminum fascia • Concrete sidewalk • Attached 2 car garage • Raised panel garage door • Garage door opener • Weiser " locksets • Deadbolt at front door and garage entrance door • Two recessed lights in front • Underground irrigation system • Professionally designed landscaping UTILITIES • Electric water heater • 100 amp electric service • Lennox' forced air energy efficient gas furnace • Smoke detectors • 220v outlet foi dryer and range ENIERGV SAVING FEATURES • 2 x 6 exterior walls 16 on center e insulated glass windows and sliding glass dooi s • R 44 blown insulation at attic space • R 19 fiberglass batt insulation at exterior walls • Insulated steel exterior doors • Lennox" 13 0 SEER air conditioning ALSO • 10 year structural warranty • Financing available through Universal Amencan Mortgage Company • Guaranteed sale program (if you have a home to sell) • Lennars quality reputation since 1954 • The Homeowner s Association takes care of all exterior maintenance details * See New Home Consultant for details fi{�k 1 rt'tZJ �il� ri Quota). Value. imcgrip•=•.>^.•';rl.t: Everything's Included Horses www lennarcom Level 2 cFrnrw�r-ie..[zrxa•.a!o+yrc:�.wers�r.:.cxwe„n:ur-4er�:sa:+w.e�sic::.rvc.-aru:.ri—,:esrz.�r_':•i-.�rnsz+uer..c=vs-sa3wa�r-.vr: The artist rendering Is an illustration only it is approximate and is subject to change Optional brick or stone may be shov n Roorplans, prices, standard features & optional Features are subject Sto tated dimensions it o s notice quare footage2006to tanner Corporation matn Rev 9/14/06 termer Corporation reseves the nght to mate changes without priornodes MN Builder Ucense # 1413 WJ Builder Ucense # 923223 �ry �y"ns1�+a!�>}a1rv��t'i.•"�FI-.M�Ytn aS Y.[''YJ�SYr�IWarnYirWL'•14�\.M Colonial Sek les model pricing As part of our value driven customer focused philosophy our Everythings Included program was designed to help our customers get the most home for their money MODEL NO MODEL DESCRIPTION SQ rEET 429 Revere 1,772 Three bedroom 2 1/2 baths bit owners suite retreat upper level laundry 2 car garage and patio 430 Franklin 1,794 MN Builder License # 1413 WI Builder License # 923223 Three bedroom 2 1/2 baths loft owner s suite retreat upper level laundry 2 car garage and patio * Base price Includes standard homesite and standard front elevation LErN N%AI twatf_ 1Yyr tl :C�+-2 "rtiib3. -- s"�Qu�fill':1��nhiii.'lorry;iifp: �!;;� �'•;�i www lennar com Rev 9/21/06 n Illustration only it Is pupm.a� g Optional wrr.+�,.,-.c„ac�•�,u�.A..?i roximate and is ncit or ne be sho FioThe orplans P c standard features ophonal features are subject to change without change without noUreb© 2006�Lenna rCorporaUon ■ ^" tennar Corporation reserves the right to make changes without prior notice Sated dimensions & square footges are approximate 0o MN Builder License # 1413 WI Builder License # 923223 lhe versatile rani lin design combines style and functionality in a spacious horse lhats ideally suited to your lifestyle You II find all of the amenities you want in an outstanding setting WO %WO AcQunllry.ynGrr.;integnh'.C; �,!..; Y�;:_�1R�1�Y_N�. fnl: �=.YCL1•G!.•.'F<r. CAR:.•✓�i�.�finK L52YAliTi i�f�K3fi The artist rendering Is an illustration only it rs approximate and Is subject to change OpUonal brick or stone may be shown P�taeangfhonSt�n'otrotgesrerpp�eRev 7/26/06 usnar Corporation reserves the o make nges without prior subject dlmenns'onsBsqaa ootaapproximate Upper Level Plan Level 1 ...eu:.�avr+v.c:iw�+r�*e•..wc�.,.c,•ar+arr.-ar.�r.:.• +i....-..+nsi.,.. .s-a urxreoanr.w�•.a�••�l-a-r, a-,..rec r...�i.,+v.;s wi:-»turn.r.++u.-s :xrwula..�5.rcue_•triV.4:aew., .raa WE,'r:aewttI4las-c Z—•,A_ •.w .., m"l,,,,,,,,,,g, fad E°<4Y Colonial Soles Frank1In 930 , PATIO 9 0 YJrCHEN DINING ROOM 5112E17 FIREPLACE WING ROOM It 2 SE • Vnlue..1nlrgrity.7.?"�. www Iennar corn GARAGE hai tie pan Main Level Plan 1 1 1 I I .1 b }..L 2 MLID RWO14 Everything's Included -Homes MN Builder License # 1413 WI Builder License # 923223 Rev 7/26/06 be shown The artist price standarIs an d features n & pbonait is lrfrox mate and subject to chang features are subject change 'tout nonal bnck or stone r otlrn 0 2go6 Lehner may Lennar Corporation reserves the right to male changes thout prior notice Rated dlmereons & square footages are apprommate Colonial Series Revere 129 The Revel a is a place in which you will find total comfort This spectaculai design is highlighted by an owner s retreat and features evei ything you re lool ing for in a place you II be proud to call home Blerythingb trrdudeer Hones www lennarcom l-OmE plan MN Builder License # 1413 WI Builder License # 923223 The artist rendenrg Is an Illustration only it Is approximate end e; subject to cha a Optional bnd or stone maybe shown Floorpbns, prices, standard features & optional are subject to change without notice ® 2006 Lennar Corporation Rev 7/26/06 Lama corporation reserves the right to make changes without prior notice Stated dimensions & square footages are approximate BEDROOM Upper Level Plan Level 1 MN Builder License # 1413 WI Builder License # 923223 _.x�a✓a,�ccaEc-;rr.,s��= a:..rrw:s::..;:ti..:-..r..++m_.r!ymT .-..:. x.yu, BEDROOM Colonial Set ley Revel e 129 OWNER 5 SLATE OWNER P,ETREAT grief t\f N A I t 'gOnr(ify:Sl iiingtlntegrif5'•'�:[.>: rit1: iSai'? www lennarcom Rev 7/26/06 home l,lai, Main Level Plan Everything's Included Homes The artist rendering is an Illustration only rt is approximate and is subject to change Optional bnd or stone may be shown Floorplans prices standard features & optional features are subject tochange ohout not ce © 2006 termer Corporator Urinal'Corporation reserves the right to make changes without prior notice Stated dimensions & square footagas are approximate cr � �lv 4 40 trey -teaF -r 1 —' e` s� sYY�r T, s - :ra-,lr d 1 .I 6.7 • a z w [ .r -4-1'' -, Y G — r f _ ' r--- y T i} +1 t ,-. r 1- � r a ,,,.0 gs. r '_ `5. - M -' 2 ' €j r 2 x - ^t 4- r ° r r rr. _ -.r rr ,- F d A � , t 1 , wr r t a 4-r. 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DR LOG 7 mELEVATION Y4' r-U 2 1/4 ASPHALT SHINGLES TRUSS BRG 11 II I/4 I 0 CANTILEVER A 12 ' I I 1 I- 1 I 1 1 I 1 1- I I 1 1 1 ' ' LI I 1 I I I I I I IfffIllC1 I I 1 SHAKE VINTL SIDING LAP - 1NYL SIDING To SIIBFL 0 TOP PLATE TO FLR (\ELEVATION �a Y4 r-0' UNIT 430A UPPER LEVEL (\ELECT PLAN UNIT 430A LOWER LEVEL —ELECT PLAN `2)' Yr r-c X 6 1®1 1_ 1 I 1 i1 1 1 1 I 1 1 1 1 ( 11 II(II SHAKE VINYL GI.JMLI I FRAMING TO CENTERLINE OF AIRSPACE EQ FRANKUN UNIT 430A 5068 PATIO DOOR 32 0 (STONE uv STONE CAP (\SIDE ELEVATION ‘AL a' 5 4 1/U Atom B 6 la+ B 3 4 9 HANDRAILT' ' _ I - C / \jay I A26 ®1 RI\,!' 30 60 1 I ._Tu O / B-TH _ CLG / 48X34 WmICr k6 38 HIGH GYP WALL Wi BD cot. WOOD CAP ' (ILLiy 'm \\1- - S � B 0 aa e , r• _lb r LOFT 8 0 CLG ? LI/04 el 8 eHELvEe 13 6 1/1 5 JJ 1/U B 11 a. \ }1 DRY WASH. 8068 FOLD MASTER - -6 8 9 \ ' 4 ( FLOORBREAIC 8 BED kl'I a 0• 00. 8 e y• t t • e FP p r. sots el FOLD Aa Bose el4•oL.D t g 44 6 5 4 8 I 4 8 6 1 2 T O I 10 1 BED RM . 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T i YTYl"Tt\I ASFHALT I I I I I I I I 1 SHINGLES 1 1 I I -1 I 1 1 1 I 1 1 1 1 1 X6 Iml ninnnmiiinlm nunnnmmm Immmmulunur I®I 1 1 41IV SHAKE 42KE C FRANKLIN UNIT 430B 4 9 12 1 10 1 ME ME 32 0 5 41/2 4 TRUSS ERG LAP VINTL SIDING TO SUBFL \l TOP_PLATE im SIDE ELEVATION UP 1-0' 13 6 1/7 HANDRAIL 0 TO FLR I FRAMING TO CENTERLINE OF IRSP LANDING `6 38 HIGH WALL W/ WOOD CAP LOFT 0 QG 13 6 1/2 0 4 16 GYP BD COL /4 8 8 9 a R 5066 61-FOLD 6 5 MASTER RETREAT e -0. OLG. 10 0 PED RM �1 e 0' as 10 I0 PEP RM 3 O CLG II 260 DRYWALL ACCESS M 4260 4260 111U1111UI111m1mnR 1i1111111u111 1 - 111111 unIiiinnilmI 11101111•111nU lii1 �1 ��=�ll��iriio iiulniiul�'illriiinl��lAlnnni�ni�liuu�iilulniu11�6i �i�n�lini�ii1111�1�11��11�11�i11iu ilium 6 6 6 0 1 32 0 6 0 6 4 FRANKLIN UNff 430 B c-ii1PPER LEVEL yr 1-0' 0 CANTILEVER BEYOND LAP VINYL SIDING TRUSS B 'G 12 8 I 1 1 1 L 1 1 I 1 1 1 XEIMIMMMEE 1 1 1 1 I L • FRANKLIN UNIT 430B lllllllllllllll - V II u1 71'.�....I Fµl?r��ii mu mnuiidin�i I�rrii+ 2.111111Q 1.11:1111: URI IntafirMirintillingin FRONT ELEVATION Of 1-0' ASPHALT SHINGLES I FRAMING TO CENTERLINE OF 8 0 31 II VINTL Q 3 3/4 I 0' 3 T I/4 Fi 0 iRNL _ _ • vil,�,• ° ° 19 I I I LEG\) s ( _�MGF ` OF 16 R14E%R>i :•1 I I% I I ` WlA / r ;, ,. I I400�� r T oTas l� I Apgg M 3'`',�.,.;�;.;.";... yvag r I I KITCHEIJ LANDING + "J -L� A2 fir se C YY r A/C I U0 DW In0 FLR a X. a L1 - E 1 I rym7'A�RR 0 {.� VI 1114.1. 3 0 o� E 14 10A A ' PU D� `� v a (P4GQve• PATIO 0, 1 ) x STUDS 09 )0MN. F DOOR DINING ROOM ~ - 4 0 1 I 9 0 7 8 is 0 -11 1 `FP 0 / 20 FLOOR TRUSSES I, p 413 6 0 VB - 24 OG / V Ip�1 8 0 OA 3 LEVETEX n A LIVING ROOM 5 r r I A 1 FT STEEL GARAGE I DR1 I Y I NOTE 17.. F IWALL---/JL 0RE I IGARAGE I CO 42 0 AMP EP La'I 460 2 6 l 6 8 4 0 � �' 7.4 U! 9 fTJTS CCNC. STOOP 0 0 n 0 • 3 O•SIDewALlc � i A 4 d �32 METER UNIT 430 B LOWER LEVEL U4' 1-0 f z j 0 z Q • Q J O Q V) • E O Z Doi O. O V cO. a O. >- U Q W J PLYMOUTH A-3 of 6 4 6 19 0 I 0 CANTILEVER LEGEND Di RECESSED LIGHT O MEDIA JACK EXHAI5T FAN 4- CEILING LIGHT 4, DUPLEx OUTLET 4p WALL SUATCH TELEVISION NOOK UP V!� CEILING FAN TELEPHONE • THERMOSTAT - -� WALL LIGHT HOSE BIB JL - R I FAN W/ LIGHT 4 770 OUTLET ELECTRICAL NOTES, I) INSTALL SEPARATE MICRO CIRCUIT AT MICROWAVE LOCATION SEE CAB ELEV 7J VERIFY ALL 220 OUTLET LOCATIONS FOR GAS OR ELECTRIC APPLIANCES UNIT 429 B UPPER LEVEL a ELECT PLAN (-4.-ELECT Ur r-v UNIT 429 B LOWER LEVEL a ELECT PLAN vr T-r 9 l 7 3/4 110 3/4 7 8 7 • s DR LOC RAO 3RAWF OR LOG • 6 3 0 • CAB DR LOC. l ELEVATION nELE�ATION T `�3' II 10 3 5 7 6 4 11 NO BOFFR DOOR LOC. NO 6OFFR • t l 7 I/4 -i 0 (e I'Il 3 4I/4 1 IIl, SOFFIT DOOR LOG 1R411ER DOOR LOG DOOR LOG ELEVATION U4 T-P e 9 e 1 7 NOTE ter PPG S DE IL LDO— • DOoR LOC. 7 10 DOOR 37 0 (\ELEVATION U4 T-P I FRAMING TO CENTERLINE OF AIRSPACE ANDNG 13 6 In 9 4 if.B 3 4 l AA6 F HANDRAIL T — it `� -' l . 43.044 p 6 l 3o 60 i �yI \ _41 ® \ \� 7' nI 1 16 RISE i BATH Ii`6 r ?'4_:q BD 38 H1 COL WALL WOOD CAP i' . CLG. 13 6 1/1 W/ L' Q w mi—GLCaP // 1 ✓� \ e �'— a e�1.Ee •may ( 411 B 3 I IFa 4 B B E 1/2Q II I} WA6R DRY 6066 Di -FOLD U 0 B 9 4 B PP y1I FLUE 6668 140LD 4a '+ Bose A FOL� ±j 6 9 4 B 4 8 6 17 110 l 0 \ OED PM F3 BED RM 'T a 0 GLa 11 I a r aa. 10 10 10 0 C ANTILIVER s1n fp DRYWALL A 426043606m 4]60 4760 4760 �D ' I—. I 1 I I 1 7 II I I 11 0 L B l 3/4 Z B 1/2 9 Z I/4 a 11 6 1 19 0 • JI 13 0 31 10' 1 32 0 REVERE UNIT 429 B z UPPER LEVEL v4 r-r ASPHALT SHINGLES TF3199 BRr7 1 m SHAKE VINYL 51DNG TA SUBFL TOP PLATE m 4x4 KICKERS STONE A FLR I I 1 1 1 I I I 1 I' 1 1 1 I 1 1 11 I 1-' 1 I-1U 1 1 1" 1 VIJ 11111111 1"!11111 ii 111i 111 • r'rr�1'iii�1 �n�i MIN X x 1 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 111 Y I I I 1 dal ■ 1111 •• II1III'1, � '111 m _ i1'1'11°n1 1� �Y■F���'WI,�+1M'�rrrr++��wrrr�!'�I'�k��u 1�w��IWi 1�11ff 1 t •1' 1 11L41• I ,I �II I (I III II UL 5/4 X B TRIM n -- -- EYEBROW ROOF 6 FALSE BUILD OUT EACH SIDE nnnn 9 ut REVERE UNIT 429 B STONE 11V STONE CAP VINYL FENCE nFRONT ELEVATION `@ 9 1/4 rc* 1 FRAMING TO CENTERLINE OF AIRSPACE 31 10 1 1 B 0 C 3 6 1/4 I 0 Q 3 3/4 3 7 HANDRd 't (UD) i I --- 1 0 (. --( I —_--� N m 1 1 1 1 bR AR, p6 m m F LI 31 Ir ��{1 I FL -�I Lamwr. 0 �1KITCHEN IL CL . r1— 1 m MUD MUD:11 g II�° . it ' ,� T-_ DII _ 7 y _1 nL Y m ¢I 4LC B 3 0 ��� Pl1.GR ( J r(AI • •—r— — 70 MR F DOOR ® 7 x 6 63ID9 —• PINING ROOM 7 0 9 0 l I 4 0 18 9 le�6 20 FLOOR TRIYE6 ` pED� 0 Y \ 74 OZ. 13 0 1/8 4' 6 GARAGE n falC. 3 FLOOR 4 LEvETEK g 4i LIVING ROOM r I A T FT 6TEEL I GARAGE DR 1 I BIM.OP OZ FIFE TAPE N 1 FACET IW PI.TLLO��t' ENTIRE 048440E 1 FACE WALLSRALP W/ OAK GAP 4260 260 1 u T4 b 9 1 b B 7 9a COr16. m c - 1 \,_____N 6T0 I FEN e 31 10' AI " m---14a�o61u REVERE METER WALL 6 UNIT 429 B A P 13 3 III0M vNTL FENCE rf\LOWER LEVEL U4 T-W • ♦ A-4 of 6 1 2 3/4 • 110 3/4 7 8 7 8 4 6 I 6 3 0 I I 1 I 1 F 1 TI F I f 1 I 7 1 1 I L 1 I 1 1 1 1 1 1 L I 1 I 1 l 1 1 l I I LEGEND Eg RECESSED LIGHT MEDIA JACK EXHAUST FAN ▪ CEILING LIGHT DUPLEx OUTLET 40. WALL WITCH TELEVISION HOCK UP CEILING FAN - TELEPHONE E THERMOSTAT - WALL LIGHT HOSE Be Yy R I FAN W/ LIGHT II 220 OUTLET ELECTRICAL NOTES I) INSTALL SEPARATE MICRO CIRCUIT AT MICROUdvE LOCATION SEE CAB. ELEV IJ VERIFY ALL 220 OUTLET LOCATIONS FOR GAS OR ELECTRIC APPLIANCES UNIT 429 A UPPER LEVEL ELECT PLAN ® yr T-v UNIT 429 A LOWER LEVEL s ELECT PLAN Ay yr t-r DR LOG JRNU{ OKAY DR LOC � ELEVATION Ur Tr 11 10 NO CC FR DOOR LOC. DOOR LOC 2 6 4 II NO SOFFIT DOOR LOG DOOR LOG r-gELEVATION U4* T DR. LOC 0 re.ELEVATION Ay V4• T 37 0 2 1/4 ELEVATION W T- 1 FRAMING TO CENTERLINE OF • \ °mow' U 6 1/7 + 9 4 IR 0 3 4 T 15/16 HANDRAIL ,r A-6 Y. R;EFS � �N I 1 3m 6m i ✓`t n Ee { BATH \ li e9A9TI- -�— ;� f 4 6 38 HIGH 16 GYP WALL W/ BD COL COOD^\ 0. � J j CLG , � — 611ELvE6 — CAP LOFT 0, rL r• l DRr in 17 11 0 bmbb eIFaLD a. \ 8 9 4 Nz 8 X t t @@ _ R 6 R S FP FLUE ❑ Y 506 -FOLD r9 .3 5566 el -FOLD 1 I 6 5 4 8 4 6 v b 7 I 1 1 10� T O BED la'1 3 BED RM !/ in .a CLG II 1 6 0 C14 10 10 10 0 Y le 260 260 DRYWALL ACCE06 e.- 1�i�11I.I.IIIII.IIM1fIQ1(�!IPId111h111.Iiui1.11111. 111T1�14.'h1lITifit0. 11 1 11 1 .IIL1111.11ILlI111.11111. 11 1 1 1 1 1 1 ii■ 1 II.IIII.IIII.1111.IIIL!11II.1111..11, 11 1 11 1 111 11 IIIII,,III1.■1 nmitil IIII I II II.IIuLI.Q.11..i11111.1119.11 I ill.1I".11 1',11111 I 11111111■ 1 11 I J II 11 II..r■ SI IIIIri11.r1:.1u1 5 l 3/4 1 1 6 I/1 I 9 9 1/4 1 6 U l 6 I • 31 10 3] 0 REVERE UNIT 429 A UPPER LEVEL v4• T-0 — ASPHALT SHINGLES II I I I 1 I I 1 1 1 1 1 1 1 7 1 1 I I 7 1 1 1 I I 7 1 1 1 L[ I I FI 1 1 1 1 1 TRUSS BR G. y — 2 TOP PLATE T.O PLR IF GENIE IRSP I T 1 • 5/4 X B TRIM • r .14 1 �.1 ■lNi.m REVERE UNIT 429 A STOKE STONE CAP VINYL FENCE FRONT ELEVATION 1 1/4' T-0' I FRAMING TO CENTERLNE CF AIRSPACE •^ � r 3 NIW VIHTL FENCE (ThLOWER LEVEL U4. t-r TL cccc 0 z as ¢- tA ow O 0 O U s acCD a 2 } } U a Q J A-5 of 6 4 4 MNNp5 22 INSUL OVER GARAGE (2) LAYERS 5/8 GYP BD (TYPE X) GC TO USE SPECIAL FASTENING REQUIREMENTS MMAL�D5IN US GYPSUM 5/8 TYPE X GYP BD (FC 3/4 T G ObB DBL LAYER 5/13 GWB TYPE X FIRE CODE GARAGE 3 I/1 CONC SLAB W/ 6 6 10/10 ILIUM POLY vB 7 6 STUD 16 OL. 5 In (R 151 BATT NSUL WALL TO MEET UL DES 305 TREATED 2x6 BILL PL W/ SILL SEALER ANCHOR W/ METAL STRAPS AT 2 0 OC MAX THERMAL BREAK 3 in CONK SLAB Stt♦— THICKEN SLAB EDGE WERE NOT SUPPORTED C� I i rIN. R 22 INSUL OVER GARAGE (7) LATERS 9/8 GYP BD (TYPE X1 GC TO USE "SPECIAL FASTENING REOUIREFE1T5 AS DESIGNED IN US GYPSUM MANUAL FC 5408 GARAGE 5B TYPE X' GTP BD (PC) 3 V7 CONIC BLAB W/ 6 6 10/10 WW1. MIN 2 RIGID INSUL TYPICAL ROOF ASPHALT SHINGLES 15 FELT 1/2 O5B SHTG W/ CLIPS PRE ENGR LLD TRUSSES 24 OC ICE SHIELD STARTER INSULATION BAFFLE BAD RIERIE ALUM FASCIA 4 0 8 POURED vENTED vIN7L SOFFIT CONC FON. 20 12 CONK FTG. W/ 2 S CCNT SEE STRJCT s WALL SECTION Vr T4 3/4 T G 0.5B so- H 1 • ieR M 6.1 r :. THICKEN SLAB EDGE WHERE NOT SUPPORTED :11 MATING FRTING OR LADDER TRUSS 5/8 TYPE X GTP BD POLY VB 246 STUD W OC 5 1/J (R B) BATT INSUL WALL TO MEET UL DES 305 TREATED 2 6 SILL PL W/ SILL SEALER ANCHOR W/ METAL STRAPS AT 2 0 OC MAX TIERMAL BREAK 3 In CONS SLAB MN. 2 RIGID INSUL 0 8 POURED CONK FDN. 20 D CONS FTG. W/ 2 S CGNT SEE STRICT s WALL SECTION Vr r4 SIDING MN. R 44 INSUL POLY vH 5/8 GYP 5D (RC) ONE LAYER TYPICAL EXT WALL WNDWASH BARRIER DM GYP SHTG 246 STUD 16 OZ. POLY VB. 5 V7 R B) BATT INSUL 5/8 GYP BD (EC) FINISH GRADE SLOPED AWAY MIN. 6 N FIRST 10 0 HOLD BELOW TOP OF FOR MIN. 6 TTP 4 0 10 PAIRED CONC. FDN. TREATED 246 SILL PL UV SILL HEALER ANCHOR LW METAL STRAPS AT 2 0 OC. MAX THERMAL BREAK 3 V7 CONK BLAB MN. I I// RIGID NSUL (R 10 MN) EXTEND N MN. 4 0 i•iiuui.IIIIIi11111.11t11■I iiII111111111II.1IulI.IImiifl ■ nmmmmmmrrmi mmmm�nnnmu.mi Ill■ NOTE FRAMING CONTRACTOR TO H4v9 FRAMING SPECS. NM I14tar FrepY. GDFL60 571E5 ELEVATION ® Vr T4 C/L OF PARTY WALL TYPICAL ROOF ROOF RIDGE ASPHALT SHINGLES 5/8 GYP 00 (PC) INDER ROOF SHTG MIN. 5 0 FROM C4- OF PARTY WALL ROOF TRUSS MN. 3/4 41R SPACE 5/8 GTP BD (PC) ON SIDE OF EACH TR L5S FULL EXTENT EAVE TO SAVE CEILING TO ROOF DECK MN R 44 NSUL NOTE SOLID BLOCKING OR 11NERAL WOOL FIRE STOP AT VELONG LINE PERIMETER DRAIN TO STORM SEDER NOTE DRAIN TO RN CONTINUOUS 4RDL D ENTIRE BLDG. PERIMETER WTH NO TRAPPNG 20 17 CONC, FTG W/ 2 S CCNT SEE STRICT a WALL SECTION ® vr T4 D POLY vH 1 LATER 5/8 GYP BD TYPICAL WALL SIM E4cH SIDE OF CENTER LINE B/8 GTP BD (FCJ BOTH BIDES OF 7 4 STD 16 OC W/ 3 V7 (R 11) BATT NSUL MIN. 3/4 AIR SPACE C/L OF PARTY WALL TYPICAL EACH WALL TO MEET W_ DEB U303 OR FM W164 IHR TYPICAL FLOOR 3/4 T I G 08B PRE ENGR LLD RR TRUSSES 24 OC W/ 3 In BATT INSUL (R 11) NOTE TRUSS END MIN. 15/8 FROM CA- 7 CATERS 5/8 GTP BD (FC) ON EA011 SIDE OF TRU88 END ALL UNITS HOLD 3 4 MN. AIR SPACE OPEN ExCEPT AT BLOCKING 5/8 GTP BD (FC) SOLID WOOD OR MINERAL WOOL FIRE STOP AT FLOOR LINE NOTE LOUER LEVEL BEARING WALL TO BE 7)(6 TYP WALL AS ABOVE TREATED SILL PL Ul/ SILL SEALER ANCHOR W/ METAL STRAPS AT 2 0 OC. MAX 3 1/2 CONK SLAB SEE STRICT SEE STRICT C 15 01/1 B 6 V1 6 41 3 6 V4 e STAIR SECTION Ve r4 C/L OF PART? WALL TYPICAL ROOF 61 PARTY WALL ASPHALT SNNCd4S B FELT V7 0945 SHTG W/ CLIPS 5/8 GTP BD (FC) MN. 5 0 EITHER SIDE OF CL FRE ENGR LLD TRUSSES 24 0.0 MIN. 9/4 AIR SPACE 2 LAYERS 5/8 GYP 5D MC) ON CL END OF EACH TRUSS SET CONTINUOUS CEILING TO ROOF DECK STAGGER JOINTS MN R 44 NSUL NOTE SOLID BLOCKING OR MINERAL WOOL FIRE STOP 4T CEILING LINE FDLY vH (U LAYER 5/8 GTP BD TYPICAL WALL Sri. EACH 91T1F OF rFNTFEJ JNE 5/8 GYP BD !EC) BOTH SIDES 7 4 STUD 16 0C. 3 I/) (R ID BATT INSUL MIN. 3 4 AIR SPACE CA. OF PART? WALL YPIC4L EACH WALL TO MEET UL DES U305 OR FM IIA6A I FIR TYPICAL FLOOR 3/4 T G 080 PRE ENGR UD RR TRUSSES 24 OC. W/ 3 V7 BATT NSUIL (R 11) 2 LAYERS 5/8 GYP BD (PC) ON PARTY WALL SIDE OF EACH TRUSS HOLD 3/4 MN AIR SPACE W/ SOLID WOOD OR MINERAL WOOL FIRE STOP AT CEILING LINE 5/8 GTP BD (FC.) SOLID WOOD OR MINERAL WOOL FIRE STOP AT FLOOR LINE NOTE T7P WALL AS 4BOvE 3 In CONC. SLAB MN.8 8 CURB 20 O CONK FIG W/ 2 5 CONY SEE STRICT WALL SEPIION WALL SE TTON yr r4 ® Vr T4 t8 (3) 2 12 STRINGERS 5/8 GYP BD STAIR SECTION ® Vr T4 DROP TOP CHORD OF /GABLE TRUSS LOCKOUT> 4 VALLEY /MEMBERS COMMON 7 1 0 81DING�� BEAM SEE 5TRUCT POLY vB 5/8 GYP BD (EC) MIN R 44 INSUL POLY vB 5/8 GTP BD (FC TYPICAL 0 CANT. EXT. WALL WNDWASH BARRIER 5/13 GYP 5147G 7x6 STUD 16 OC POLY VB 5 V7 (R I51 BATT INSUL 5/8 GYP BD (PC) 7 CHANGE DIRECTION OF FLOOR TRUSSES CANTILEVER SEE STRICT WNDWASH BARRIER 5/8 GYP SWIG > ' 7x6 STUD • 16 0C. '—... POLY vB 5 IR (R 19) BATT INSUL<, 5/8 GYP BD (FC) TRE4TEDD 7X6 SILL PL W/ 81LL SEALER ANCHOR W/ METAL STRAPS 4T 7 0 OC MAX THERMAL BREAK 3 1/2 CONC SLAB FINISH GRADE SLOPED AWAY MIN 6 IN FIRST _ 10 0 HOLD BELOW TOP OF FDN MIN. 6 T7P 4 0 10 POURED. CONK FDN. WALL SECTION ® Ur 11-a l MIN.I IR RIGID INSUL (R 10 MIN.) EXTEND N MIN. 4 0 PERIMETER DRAIN TO STORM SEUERNOTE DRAM TO RN CONTINUOU54ROUND ENTIRE BLDG. PERPIETERWTH NO TRAPPING t cc 0 Z • Q _Q U) W • Z Z la 00 O U aC� a g } } 0 0. Q LU - J A-6 of 6 luu yr-ow I.L4 1 '0 yr (NWL)-897.7 VICINITY MAP: pL • od Rd N► MLLNOCK McKu '. KWCVNG F4SEVENr 1/ POND#3C NWL-908.0 2 yr-908.77 10 yr-909.63 100 yr-910.63 HOA OVERLOOK OND#2C NWL-902.0 2 yr-900.96 2 yr(NWL)-902.40 10 yr-902.44 100 yr-903.23 100 yr(NWL)-904.02 PRELIMINARY COPY DEVELOPER: U.S. HOMES CORPORATION 935 WAYZATA BLVD. WAYZATA, MINNESOTA 55391 PHONE: (763) 249-3022 CONTACT: JOHN LIBERACKI ENGINEER, SURVEYOR, LAND PLANNER: SATHRE-BERGQUIST, INC 150 S. BROADWAY WAYZATA, MINNESOTA 55391 PHONE: (952) 476-6000 CONTACT: DANIEL SCHMIDT, P.E., R.L.S. �_ il _r�... l 2 3 -/ 4 11 E 8 71 6 5 11 -t-1 PRIV. DR. 3- TITLE PP PP1-PP7 GP1-GP2 UP1 AERIAL LP1, 1 INDEX: TITLE MILLBROOK PRELIMINARY PLAT AMENDMENT APPROVED MILLBROOK PRELIMINARY PLAT ZONING REQUEST FOR PREL. PLAT AMENDMENT GRADING PLAN UTILITY PLAN AERIAL PHOTO OVERLAY (11X17 ONLY) LANDSCAPE PLANS FOR PREL. PLAT AMENDMENT APPROVED PRELIMINARY LANDSCAPE PLAN / / I B O 0 S NORTH 60 90 0 30 60 120 SCALE IN FEET c 0 L 0 N 1 A L M A N 0 R EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA. DATE 01/12107 REG. NO 26147 REVISIONS BYE 1I Z 1- cn a 0 cc m N1 L2 V/ U.S. HOMES CORPOTATION DRAWN NRH CHECKED OLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 FILE: W:15455-075\D W01B,ASE....DWO SHEET OF TITLE SHEET 0 0 S75O15 a 12747 AULLBROOK COLONIAL SUJIOR USE. PDD (Ramat Ur610aaalapn.at) BUILDING IE1mO 3 Slabs .d 35 Feat GARAGE IE10147 WA All Aaaotad O.aa r LOT AREA PER LOOT 000 8q R Ps LAS Ora. 4350 S4 R Per Unb Oros FRONT VAR& 15F! 893E YARD TO GARAGE WA BIDE YARD TO INNS. WA 803E YARD TO STREET 25FM REAR YARD: WA 176 92 R=363 50 =27°53 12" 50 0..Q7%3312 SSO°4d06Y 08.00 0 74 21 O00 �24°27 28" MAUREEN 1 B7 39 R 439 00 03-24 L_ J 199020'471H 7.T7.S6 -L_ ' ie 164 93 Rom, p�90°p 00 41. 415 82 1113 50 p pu�sa°5934"W • ce Oct Co ebei N54°54 48° 49 38 \\ \` \ `23 40 R=15 00 23' \C=110=2...--- / \C 6=N10°13 07'E 1\�\ \ \ _�' /i -- • 43.00 34.00 34.00 4100 1 2 3 4 if8 716 51 _4300 400 34.00 43.00 PRIV DR. 3 Cbi 01 Il�r I j 1 I I fj4256 1 -1' R=45 00 k.=54°11 02" •'`-1933 \ \� ; N7,� o. R=90 00 3?6 RsB =12°18 32'A \ Tom° \� i (, 0 00 1 \ 1 \ \ j___�/ j DEVELOPER U S HOMES CORPORATWN Address- 935 Hint Wayzata Blvd, Wayzata, Mn Contact Jay Lib Telephone 952-249-3022 Pat. 952473-74041 ENGINEER/LAND SURVEYOR SATHRS BERGQUIST INC. Address 150 Broadway Ave S Wayzata. Mn Comet Ctv) Engineer Daniel SeLmidt Land Surveyor Dava1 Pemberton Telephone 952476-6000 Few- 952-476-0104 1r NORTH 50 25 0 25 60 100 SCALE IN FEET PARCEL AREA INFORMATION 6L00(1 Lot1 13910gFL lot 2 1.4006q R lot] 1A05SgR La4 121921%. FL Las 1392S4.R loth 1A0664R La 7 1.408Sq FL }aB 1.601Sa.R Taal 13,1985q. FL 0.043 Aare 0.032 Aas 0D32 Aare MOO Aare 0.043 Aare 0202 As.. 0102 Aare 0.043 Aas 0203 Ants BLOC( 2 La 1 1.8918q R 010 Aas Ld2 14036q R 0032 Aare lot] 6A011SgR OD32Aare Lao 1.8526q. FL BOO Aare Lot& l.922q R 0D43 Ass Lae 1.40884 R 0262 Mare Lot 7 1A03Sq. R 0202 Aare }a18 1A018a. R 0D43 Aas Ta! 13.19855R 0.303 Aare BLDCKB Lott ,A81Sq. R 0043 Aaaa BLOCK 102 14066q. R 0LL32 Acts La1 1391 Sq.R 0.043 Pass Lot] 1.403Bq.R ODR Aura Lott 1A088g R 0D32 Aare Lat4 1151264 R 0.043 Aare Lai 1A08S4R 0012Aaaa Lots 121926gR 0.043 Aas L04 1,B9264 FL 0 043 Aare Lae 1A068q R OD32 Aare Lots 1.092SgR 0 049 Aare Lot 1.401384R 0032 Aare Late 1A0354.R 0.092 Aare ).48 1A01 SoR 0.043 Aare La 7 1408Sq R 0II32 Aas Toad 13.1988q H. 0.307 Aare 1.0 1. 0160R 0.013Aare Toles 13.198S3R 0]03 Aare BLOCK10 Lott 1391 Sq.R 0.00 Aar. BLOCK4 L02 'Ace Sq. R 0.062 Aare La11 13916q. R 020 Aare l03 1A0884 R 0D32 Aare Lott 1A086q. R 0202 Aare L04 13929A. R 0.043 Aare Lai 1A06 Sq.R 0032 Ass lot5 13928q.FL 0.043 rams Lao 1A086q. FL 0.02 Aare Lab 1A038q R 0O32 Aare Lot 5 1392 Sq. R BOO Ames Lot? 1A088q R OB32 Aare l08 1.852 Sq. R 0.043 Aare be48 1391 e4 R 0.49 Aare lot? 1A066q R 07292 Aare Tart 13.1988q. R 0303 Aare Loth 1A08Sq. Ft. 0202 Aare Lae I.4088q R O.032Aare BLOCK11 La 10 13916n R 0043 Aorta Lot 1 13916q R 0.043 Ass Toad 18.014 Sq R 0368 As L.2 1.403Sq. R 0202 Arras Lai 1A088gR 0012 Aces BLOCK S Lm4 1.692 Sq. R 0.043 has Lott 17391 Sq.R 0043 Aare Lab 1D9284R 0.00 Aa.a Iat2 1A08 Sq.R 0102Aare La16 1A0e84.R 0.032 Ass Lot3 1.4086q. R 0.032 Aare Lot? 1A060q R. 0132 Ans L.4 1A08 Sq. R 0.032 Aare Lot8 100160R 0.043 Aare Loth 1A520gR 0130 Aas Tatty 13198Sq.R 0303 has Lab 1392 Sq. R 0.043 Aare Lot 7 1A08 Sq. R 0.032 Amos BLOCK 12 Loth 1A08 8q R 0.032 Acres Lot 1 1.90184 R 0D43 Aare Lott 1AOfiSq. R 0032Aare Lel2 1A0B SgFL 0.002 Acre. let101AB1SaR OD0 Aas La] 1AO 0085R D32 Aces sad 19,ou sq R 0lBB Aoire Lot4 1.m28R 0D0 Aare Lot 6 1.89284 R 0.043 Ass BLOCKS La16 1A036q R 0s 92 Aa 101 1A01Sq. Ft. ODOs AaLa7 1A036gA. O092Aas Lott 1A06 SCR 0202 Ants }018 119160.R. 0.043 Aare 103 1A08 SqR 0.032 Acres Tata 13.188 Sq.FL 0303 Ammo Lai 1.892 SCR 0013 Aare Loth 1392 Sq. R 0.043 Arm TOTAL BLOCK AREA Late 1ACO Sq. R OB32 As 181 190 Sq. R 3703Acts Lai 1ACS Sq.R 0202Aas ba16 1.891 64 R 0.043 As, EIGHT OF WAY Tara 10198 Sq R 0203 Aare 164368 Sq. R 3 773 Pares Bl0007 Lott t80184R Lot 2 1A:094 FL La 1A0B9q R Lae4 13028q R La 13926q R Late 1A068q R lot 7 1A08813. R J.a 8 13618a. Tata 13.198Sq R 1 0.00 Naas 0102 Aare ODO2 Aare BM Arno 0.043 Aare 0.032 Aare 0.032 Arm 0043 Aare 0]03 Ass BLOCKS Lot 1 1392 Sq. R Lott 1A07 SqR l03 1391 Sq.R Lot 1361 SqR Lab 1.407 S4R 121111 1.892 6o R Toed 10380 S4 R 0 00 Arras 0.032 Aas 0.043 Aare 0.043 Aaaa 0.092 Aare 0.043 Aare 0238 Aare °UTLOT A 318207 Sq. F1 7270 Amu OVERALL AREA 842,2138q R 14.743 Aas I hereby certify that this plan or specification was prepared by me or under my direct supervision and that I am a ddy licensed lard surveyor under the laws of the State of Wrmesofa. Dated Ws 1101 day of Janmry 2007 SATHRE-BEROOUIST INC. David B Pemberton Mlnnosote License No 40344 REVISIONS BY5' Z co 0 0 ■ a a W 2 A.A / cc y Sic, DE 66 5\ 1 1 DRAWN DBP 5' CHECKED ORO DATE 01/08I0B SCALE AS SHOWN JOB NO 5455-076 PREPLAT COLONIAL FILE. PREUMINARY PLAT.DWO SHEET PP PRELIMINARY PLAT OF MILLBROOK STILLWATER, MINNESOTA U S HOMES CORPORATION 0 2 0 M M NMI NM MN M IIIIIII In. MN Mill MINI INN NM NMI =II o� 0 SATHRE-BERGQUIST, INC 150 SOUTH BROADWAY WAYZATA MN 55391 (952) 476-6000 RIM Walt MOW MOM 12 WPM MINK Mtn 1 0 Z co HAZEL D BURTZLAFF 9117 MANNING AVE N STILLWATER MN 55082 818 50 NORTH 60 30 0 30 60 120 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS L_L__ NOT TO SCALE Being 5 feet m w,dth end edlommg lot Imes, tmless othawee unheated, and 10 feet m width end edlommg nght of way Imes, miles othetwtae mdtrffiad, as shown on the phi I I I I I I I I I 1 120 DRR E IN RD N I L1 1O0 DELLWOODRR E M COSTA RD N STILLWATER MN 55082 STILLWATER MN 55082 DELLWOOD ROAD 00S 00 08Z N89°46 55 E NORMAN LEE BUSSE 12320 DELLWOOD RD N STILLWATER MN 55082 1611 76 NORTH J (STATE HIGHWAY NO 96) / / o bw�,ass o CITY PARK OUTLOT co OS. 071- a12544 O. 2138 Doe 62 4' 178 44 We s 183 WETLAND \ 8U15SF —I _ z 60' BLAND BUFFER K 385,022 p ft en cam R=47E50 187 26 262 •2 Q1M1 VA Ion 4, •? /Aa (SEE SHEET 5 OF 7 SHEETS N 610 ccO) cv? 40 26 28 26 39 259 58 257 56 255 0 N UM. 12 N �s IDs .IDs OIDs .16 39 26 26 28 40 Rv500.00 39 26 26 40 BZO SOW ND Si US Men le saw 40 26 26 40 HOADRAINAGE h UTILITY EASEMENT OVER ALL OF OUTLOT J OUTLOT --\ 56 PONDING EASEMENT POND#3C NWL 910 0 HWL 914 0 254 40 \ (SEE SHEET 3 OF 7 SHEETS) (SEE SHEET 3 OF 7 SHEETS) REVISIONS BY PER CITY 03/302906 GRG 0 (9 m c 0 0 ›- 0 CC m O c0 PRELIMINARY PLAT OF MILLBROOK Z HD cW g Z za Ce O W co Q W J_ I— co 07 J DRAWN ERG CHECKED DBP DATE 2/01/06 SCALE AS SHOWN JOB NO 5455069 FILE PRELIMINARY PLAT DWG SHEET PP2 (SEE SHEET 5 OF 7 SHEETS OF SHEETS TIMOTHY A DWYER & LUANNE MAJOR REVISIONS BY PER CRY 03/30/2006 GRG (SEE SHEET 2 OF 7 SHEETS) ROI3,4LD S HEPPNER 073 9TH ST N LAKE ELMO MN 55042 NORTH 60 30 0 30 60 120 SCALE IN FEET J awe, S6103.,, Mwe O�6 175 C,r 62 my 231ry N mv2S2 ry .'Or 62 rv233 _ I 57 s9 MARK A&TAMMYA FREEMAN 12434 DELLWOOD RD N STILLWATER MN 55082 g6) HI WAYNO \ i HWAY N� 96) (STATE (S,TATE HIG Cs1N \ to 00 O1 60 c DELMAR E & DORIS C FREEMAN 12550 DELLWOOD RD N STILLWATER MN 55082 DOUGLAS G SMITH & MARJORIE L STOKVIS 12444 DELLWOOD RD N STILLWATER MN 55082 t 6D_ 16 —1 60 14 .x 6\ _ 43 37a' I 149 ORAINAGET $UTILITY SEMENT{ I I- -r-� II II III I I I I II II II II I' _ III II NII NI ul l - 1 �I I OI I w11 N p I Tr +I �Ni I�I\0.I I 037\000 I I I,JR q 6026.oa fL:H_L II- < \01 2�13 14 4 5 16p I '�'�` =� 1 �a��: 7AT72.6. '2)1a40r i 8 ..f \ \ 1$ Ff HSf �, �i�-1 - _ _" J (i- 56 -r� 3. ,l� _- 65 245 '' Yaa. 66 62 n 240 $ --62 1r 'Yew 1 r r II r 1 .1 �1PN y SH OF % � ` TS) s \ 51 /L 52 /� \ ,,.a.fia 6: S� l / _ 22 fT Nff l 0moa n 7096w6 018 ma o 60 60 0 { 60 0 60 WETLAND '8 r /n 00 60 o WETLAND BUFFER I� lIr/Y 6r 4 WETLAND ACtp S84° 13 39 W 1332 58 1253 5 - o EASEUE1dT — — — UTIUTY — — — $OA @4 206 \ — — OUTLOT —7— LL —1611 + 9,w. a.6 pqi 11 22 + 0�1+ 11 1p_4_ DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT E SEE SHEET 4 OF 7 5 sop M Z 2 F- 0 0 m co n Z LL O O O I- Y Z g a 0o zCL cL Q CO Ce0 w co 75 W L 0 O UM Ce.J_ do F- co N co D L. L. x w to DRAWN GRG CHECKED DBP DATE 2/01/06 SCALE AS SHOWN JOB NO 5455469 FILE PRELIMINARY PLAT DWG SHEET PP3 (SEE SHEET 6 OF 7 SHEETS) (SEE SHEET 6 OF 7 SHEETS) OF SHEETS.) Oil M M M MI OM M 1111111 IIIIIII NMI M M NMI IIIIII M MIN MINI MEI MIN (S133HS L 40 L 133HS 33S) (S133HS L 40 L 133HS 33S) (SEE SHEET 3 OF 7 SHEETS) 0 09 T ONY1.L3M O 003 (SEE SHEET 3 OF 7 SHEETS) —/+ eZ M eS ZOoLN 0 O N O y EF F. op 3 0 pp 0 _l___ i (S133HS 9 40 £ 133HS 33S) 0 o$ PRELIMINARY PLAT OF MILLBROOK STILLWATER MINNESOTA U S HOMES CORPORATION SATHRE-BERGQUIST, INC 150 SOUTH BROADWAY WAYZATA MN 55391 (952) 476-6000 m l'n 0) 0 z 0 a J 1 J MOO M M M M M M M M WM INN NM M rn 47) RED hi KA m Cl‘ O N a 0 m co z 0 m m 0 1.11 10 60 024, 8nH Z-- ti co 7 V / y ST o CIRCLE / / (SEE SHEET 6 OF 7 SHEETS) ' '3 vzo N co co co (S133HS L 30 Z 133HS 33S) Ins>Gallo „,gas ONIQI 97\\ /61' e g2 (SEE SHEET 6 OF 7 SHEETS) 0 ig PRELIMINARY PLAT OF MILLBROOK STILLWATER MINNESOTA U S HOMES CORPORATION SATHRE-BERGQUIST, INC 150 SOUTH BROADWAY WAYZATA MN 55391 (952) 476-6000 I 77 cn 0 cn 3) co 63 )ND#2C IL 902 0 IL 904 0 149 ^81 tit 10 am 7 56 L 129 (SEE SHEET 21. t 1 1 1IA98q M1 °23- _ I 130 — 22 F7 MSC ma S79ACK 128 4,6- r 10.6111111 M1 1 f L1 024 ems 733 t 1 127 • I 1170103 IL I I 023 awes L _ 140 1 In X8\ j \\ \ \\ - - \\ 124 \\ \ 18215gM1 \ \ 028 me \t99 \ 1 HEETS) .19 19 -/ L`— / / 53 'ua �M1 %�f7 _ 54 /�w awes J 0 02, es M1 0 -`�025 wog h 725 I / / I r1-- �! I 148 \\\___53 I LI oaawes —J 1407- I -021 �I q M1 -.1 J r -22FT NSEI t g7RACK / 'u0211�M1/ 1 I1 147 I 11292q n M1 I / �,0 /\p2< '5> 43 POND#4C NWL 903 0 HWL 905 0 I 0L2A 03818q M1 122 roes �\ 145 \\\ /- \\ ,2819gM1 / \ Oa styes p0 \ / / / I' \\\ 181-- \ /, 11ABBq M1 I / \ Oa am / / ,1A72 q M1 / 94\ 020 roes — — 143 11288 q r — / \ ' ' / // 142 // 11N91V0 o \ 0a m_ �r\ -I// 141 /.33 / \ 123 14 720.3 0. 023 roes 24 ,ee A AV" ` p FoF OLVt9 931y64 q. 1t 1130 roes .116 / 55 / 6 \ / / ' 10.017q s \ Dame 56 j .731 s2 30 PDAVID K & AMY L MODEN 12350 MCKUSICK RD STILLWATER MN 55082 IN89°51 09 E 477 80 CAROL L & ROBERT T RUTSCHER 12412 MCKUSICK RD N STILLWATER MN 55082 (PLAT 471 69) WALLACE J & CHERYL A RALEIGH 12480 MCKUSICK RD N STILLWATER MN 55082 'O 021 awes / 11 \\ / K • 135 \J \ v / \\ 1O1632 asmf / \ / / \\\� \�\/�/ Sr" 136 \� \<\\'020ro3_M1 // \\ \� \ / l • ,137 M1 \ / \\ oaroe // �\ \js \ \ \ T \ /i E`q \9° \ \ / 1160013.8n \ `: �O F \ // \ \ 0.31 / / r \/C.\ 19y \e \\ / / 9,s /\ \` `�� // ry \� / P 91 \ 197 ` 3 \ \_ yip L> A n 1 1M /1 I\ A 1 rtT\TQ LT 12A83q M1 \ 7J 7e B., \\� 29F7 H \ S CY/ \ /, 0 Cam\ 60 4 /\ �J \ N •1 OUTLOT H cny PARK R.25a 115 M1 0aawa 106 ss.9 (SEE SHEET 3 OF 7 SHEETS) •P'9y'S 61 / /., �\ 9� `\\\ \y `/P^10.11Spf 9o\ ` \ // 62 = s / w. GJ. may,, 4. No ./ / 63 \ cam \ \ //1{0.�zr� Ise �\ ▪ \ \ //� `ry l°� q. • .41.637121 �\ 0 °a 65 " • " 221 // try\- \ SCi5AG7[ \ \ \ ♦�.\� \ \ / 10a .M1\7 01, V9 13.135q M1 1213 me n'S NORTH 60 30 0 30 60 120 SCALE IN FEET / R.15 F m, �yt 79 otr�BoA OT 69 \ / \ ` 1202Bq M1 I 111J \ \ /„i� \ \ / / 0 <\ 112 � °68 _ Ia 0.31 ap/ \ \/ - R.5.50.0D / l / y110 / , v> /7101 00 / 13. \ 11q \ o5A1s�M1 / 58 2W, 2 670 0 4 1 13201.rM1 \\ \ ' / 0 12807q M1 77 FT /6E / \ 114 9a..e -�� k / , / `/ Se7s,ar I m smA 0 22 cFT 14101.112 1 Ii1 31 oLrt L `B1 / / / - r2B 9321125.10.1q.M11 J I 287 se (S133HS L 30 L 133HS - \91 /T / l 112 S75 ° 00 20/ E PAULA&GWENL JOHNSON 12550 MCKUSICK RD N STILLWATER MN 55082 VT 231 L 110 — L HOA OUTLOT A I \L-L-[1\ )A f� I/\ I I r-TT�- I\ i-\ I N y P 11 L ,�` 1 NJ \./ • V BROWN'S Ofth-E9 1 %Zp0 N89°56 54 E 266 9/ N75° 31 23 ANDRA K KELZENBERG 12550 MCKUSICK RD N STILLWATER MN 55082 STEVEN E & MARY M SCHULTZ 12590 MC KUSICK RD N STILLWATER MN 55082 409 9R0 auIbIN s, of °RAINA OyFR UnU� °I )LOT FNT • WILLIAM C GARTNER & CAROLYN C PHELPS - 12670 MC KUSICK RD N STILLWATER MN 55082 • CHARLES T J3CONSTANCE 353 MP UST $%RO53 4E 12630 MCK SICK RD N 99 � � l t� ALL OF CASE-Ai 5C1WETLAND BUFFER - EDGE 102 F WET J REVISIONS BY PER CRY 03/M 2006 GRO J PRELIMINARY PLAT OF MILLBROOK DRAWN GRO CHECKED DBP DATE 2101/06 SCALE AS SHOWN JOB NO 5455-069 FILE PREUMINARY PLAT DWG \0F SHEET PP6 . SHEETS) (SEE SHEET 4 OF 7 SHEETS) w w (SEE SHEET 6 0 1017 00 wrew -267 1 (SEE SHEET 4 OF 7 SHEETS) ;5} R-23-1°° 00 Own 191241m.a 11A10. / JERRY B & BARBARA L HOLLAND 12720 MC KUSICK RD N STILLWATER MN 55082 888 DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT D I TWAT HOA OUTLOT 26 R-16700 11,669q n 0264aA INFILTRATION / FILTRATION BASIN #3 CITY 896-898 0 otim 126A16 I. 6. 290 saw N89°49 31"E 1001 72 MICHAEL R & CHERYL M BROCHMAN 12770 MC KUSICK RD STILLWATER MN 55082 tato D \r POND#SC NWL -896 0 HWL 900 0 J) / 95 / 13.659q A / MICHAEL R & CHERYL M BROCHMAN 12770 MC KUSICK RD STILLWATER MN 55082 -n, 2ffIB p(SE-/ I S 93 14941 q a i - 0]4mU unuTY— EASEMENT 139 2 •� - O 1 o OO -t DA V ID C & JUDITH 8 STONE NIA cD\ 12850 MCKUSICK RD N STILLWATER MN 55082 NORTH 60 30 0 30 60 120 SCALE IN FEET FREDERICK B & RUTH F BRUNS 8790 NEAL AVE STILLWATER TOWNSHIP DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS L [—L L_L__ NOT TO SCALE Bemg 5 feet m width and ad7ommg lot Imes, wss ileothawve JUDD L CATES L AVE mdlc to. mid 10 feet m wdth and edLommg sight avow Imes, 8740miless otherwise mdmemd, es shown on the plat STILLWATER TOWNSHIP S89°56 38 W 670 78 5.mOq a 094 ear ---2 I I 91 \ 11, ta250ga �I 11.71 qa I \ l a29.v.. 025 sae ii - - - - __� L B1 I 81 _ I l., 11,696 q ft 1° a23 ems 85 22 FT HSE R-50000 RD-F 82 S89°56 CARLSON CONST SERVICES INC 8528 NEAL AVE N STILLWATER MN 55082 12.093121 6 027 . f21 38 W 664 79 81 r 78 1192362.11. 021 a. -. J RICKY L & JUDY L CARLSON 8602 NEAL AVE N STILLWATER MN 55082 17 co to Ln O ° 96 12,96340 a 022 emu 99 REVISIONS BY PER CITY 03/30/2008 GRG PRELIMINARY PLAT OF MILLBROOK 1' DRAWN GRG CHECKED OBP DATE 2/01/08 SCALE AS SHOWN JOB NO 5455-089 FILE PRELIMINARY PLAT DWG SHEET PP7 SHEETS MILLBROOK PLANNED UNIT DEVELOPMENT ZONING REQUEST — PRELIMINARY PLAT AMENDMENT The following table is the requested modification to the Metropolitan Attached Single Family in the Approved Millbrook PUD prepared by DSU. Millbrook Housing Type in Approved Preliminary Plat: Metropolitan Attached Single Family (Townhouse) Stillwater Zoning TH Townhouse residential district Millbrook Preliminary Plat Amendment Colonial Manor Attached Single Family (Townhouse) Approved Preliminary Plat The Metropolitan attached single family neighborhood consist of townhouses in 4 , 5 and 6-unit buildings with front doors on the public street or interior open space, and garages in the rear. The units are 26 feet wide and 38 feet deep and are served by 7 private driveways on the garage side. The specific standards proposed within the PUD compared to the City's TH zoning district are as follows: Preliminary Plat Amendment The Colonial Manor attached single family neighborhood consists of townhouses in 6, 8, and 10-unit buildings served by private driveways. The units are 32 feet wide and 34 feet deep. The specific standards proposed within the PUD compared to the City's TH zoning district are as follows. Zoning Standard City TH District Use - Attached single family Building Height — Max. Garage Height — Max. Lot Area Per Unit Front Yard Side Rear Yard Between Buildings With Special Use Permit 21/ stories and 35' 1 story and 20' 5,000 sq. ft. average 20' residence 25' garage facing front 20' garage facing side 25' 25' 15' Approved Millbrook PUD Request Preliminary Plat Amendment Within PUD 3 Stories and 35' NA — all attached garages 5,900 sq.ft. per unit gross 4,850 sq ft per unit net 15' residence NA — no garages facing front 20' minimum garage facing side NA — no side yards except other townhouses NA — rear yards face interior open space 15' Within PUD 2 Stories and 35' NA — all attached garages 5,900 sq.ft. per unit gross 4,850 sq ft per unit net 30' from Public Right of Way NA — no garages facing front 20' minimum garage facing side NA — no side yards except other townhouses NA — rear yards face interior open space 60' Comparison Between Approved Millbrook PUD Request and Preliminary Plat Amendment Number of Units Footprint Area Width Depth Approved Millbrook PUD Request 98 units 988 sf 26 ft 38 ft Preliminary Plat Amendment 98 units 1,088 sf 32 ft 34 ft SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING FUTURE DESCRIPTION PROPOSED EXISTING FUTURE MINOR CONTOUR =$$ - STORM STUCTURE LABEL Q2 14 MAJOR CONTOUR SANITARY STUCTURE LABEL O3 OS LOT LINE SANITARY SEWER MANHOLE O © - - _- - -•- -0- WATERMAIN WM HYDRANT -WM 3M— -WM WM— -WM- —WM- - WM WM BUILDING SETBACK BOUNDARY -- — — — — — — — — — - - GATE VALVE -WM WM— -WM_14 WM— -WM- -sfi -WM- - DRAINAGE AND UTILITY EASEMENTS DRAIN FLOW/RUNOFF ARROW > CURB AND GUTTER EMERGENCY OVERFLOW SWALE Eo Eo RIGHT-OF-WAY SOIL BORING LOCATION BACKYARD CATCH BASIN SILT FENCE - - - - - - - - - - - - - - - -2>2,- ♦ -$0- - CATCH BASIN SFr- Z -4)- - TREE PRESERVATION FENCE - - 1♦ STORM SEWER MANHOLE --*- -0- -Kt- - SPOT ELEVATION • 1A % 910.0 * g0yp » ® D » ® * FLARED END SECTION W/RIP-RAP -DB-- - - 4 TBC SPOT ELEVATION .o •v .sio• 36---4 » STA 5.1622 PRELIMINARY COPY r4 -� - 1 IYT 1 Silas, j'•2 '. , N , i 1 1-. ILilk 1,1 2 1,■11 •• I�1g�111 9 „a 2 9 '1��� I,Z► c F1: �:I�� Oil WM i I - iS• ...� N1 1 MOO11 J!III IN Al imo go d _ ,.111 1■ ; S! 4J;� 4l131 VI��I Ali �hl;� LJ I:� 4 = .I��i 4 �� ► �� 1�aaa�iril 91.n rwr-i EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. J f-k.. 917.8 171 3 4 g .\ 2 LAB, E g 7 1 6 �5 %'SP 4IIM \ ©` �� OND#2C NWL-902.0 2 yr-900.96 _I 2 yr(NWL)-902.40 10 yr-902.44 �n 0 0 - 02 100 A�1 I B O O c L N 1 A L M A N R 50 25 0 25 50 SCALE IN FEET I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THEIAWS OF THE STAIE OF MINNESOTA. DATE 01/12/07 REG. NO 26147 REVISIONS -40 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 r >- z Q z 1- c.92w° z � 2 W o Lu p z w (1Qw OQ z w Go 0_i— U.S. HOMES CORPOTATION DRAWN NRH CHECKED DLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 FILE: W:\5455-0751D W O\BASE....D W O SHEET GP1 `OF GP2 SHEETS' Ns RESTORATION AND EROSION CONTROL NOTES - 1. CONSERVE AS MUCH EXISTING VEGETATION AS POSSIBLE ON SITE. REVISIONS 2. THE DEVELOPMENT SHALL BE PHASED AS MUCH AS POSSIBLE TO LIMIT THE SITE TO EROSION. 4. THE ROCK ENTRANCE PAD MAY NEED TO BE INSTALLED MORE THAN ONCE. ADDITIONAL ROCK ENTRANCE BERMS SHALL BE REQUIRED DUE TO THE PHASING OF THE UTILITY PLANS. 5. SOIL PREPARATION IS NECESSARY IMMEDIATELY PRIOR TO THE PLACEMENT OF THE WOOD FIBER BLANKET TO INSURE THE BLANKETS MAKE 100% CONTACT WITH THE SOIL 6. EROSION CONTROL BLANKETS AND 6" STRAW WADDLES (BIOROLLS) SHALL BE INSTALLED IN DRAINAGE SWALES AS SHOWN ON THIS PLAN OR AS DIRECTED BY ENGINEER ON SITE. WOOD FIBER BLANKET SHALL BE MNDOT CAT 3, TYPE 2S. 7. THE SILT FENCE THAT IS SHOWN ON THESE PLANS AS BLUE IN COLOR SHALL BE INSTALLED AFTER THE SITE GRADING IS COMPLETE. THE SILT FENCE THAT IS SHOWN ON THESE PLANS AS RED SHALL BE INSTALLED PRIOR TO THE START OF GRADING. 8. THE TREE FENCE SHALL BE INSTALLED OUTSIDE OF THE DRIPLINE OF THE TREES THAT ARE PLANNED TO BE SAVED. 9. RESTORE ALL DISTURBED AREAS WITH 6" TOPSOIL AND DEEP TIWNG TO INTEGRATE THE TOPSOIL WITH THE EXISTING SOILS. 10. SEED ALL DISTURBED AREAS AS IN ACCORDANCE WITH MNDOT 2575. SFFOING MIXTIIRF ' WETLAND BUFFER SEE MIX: MNDOT 325 0 84 Ibs/ac STEEP SLOPE MIX (Temporary) :MNDOT 150 0 401bs/ac INFILTRATION SEED MIX: MNDOT 328 0 88 Ibs/ac TO BE PLACED FROM BOTTOM TO THREE FEET UP. MNDOT 350 0 84.5 Ibs/ac FROM 328 SEED MIX TO TOP OF THE POND AND TRANSITIONED WITH THE SEED MIX SPECIFIED FOR THE REST OF THE PROJECT. REFER TO MNDOT SPEC BOOK FOR GUIDELINES. PARK AREAS: MNDOT 270 0 1201bs/ac ALL OTHER AREAS: MNDOT 250 70/Ibs/oc SPECIFICATIONS. AFTER OCTOBER 1, 2006 USE MNDOT SEED MIX 310 082.01bs/ac. 11. MAINTAIN ALL SILT FENCE UNTIL TURF IS ESTABUSHED. 12. RESTORATION SHALL BE COMPLETED WITHIN 72 HOURS OF THE COMPLETION OF GRADING. RESTORATION SHALL BE PHASED IN 20 ACRE INCREMENTS. NPDES REQUIRES THAT TEMPORARY OR PERMANENT COVER SHALL BE INSTALLED WITHIN 3 TO 7 DAYS AS SHOWN BELOW IN NOTE 16. 13. 930 LF. AFTER POND / BASIN CONSTRUCTION 14. 725 S.Y. WOODFIBER BLANKET 16. ALL EXPOSED SOIL AREAS WITH A SLOPE OF 3:1 OR STEEPER, THAT HAVE A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATER MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER WITHIN 3 DAYS AFTER THE AREA IS NO LONGER ACTIVELY BEING WORKED. ALL OTHER SLOPES THAT HAVE A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATER MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER WITHIN 7 DAYS AFTER THE AREA IS NO LONGER ACTIVELY BEING WORKED. GRADING PLAN DESIGN CR.TER A - MAX SLOPE 4:1 WITH THE FOLLOWING EXCEPTIONS 3:1 SLOPE WERE USED: TO SAVE TREES TO SAVE WETLANDS SINGLE FAMILY WALKOUTS REAR PAD SLOPE TO EUMINATE RETAINING WALLS MAX GRADE ON COLLECTOR STREET: 4% MAX GRADE ON MINOR STREET: 6% MIN K VALUE FOR VERTICAL CURVES: CREST: 36 SAG: 30 MINIMUM STREET GRADE: 0.50% NOTES- 1. ALL SILT FENCE AND OTHER EROSION CONTROL DEVICES SHALL BE INPLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL. CONSTRUCTION SEQUENCING 1. INSTALL SILT FENCE, AND/OR TREE PRESERVATION FENCING AT GRADING LIMITS, AS REQUIRED BY THE CITY OF STILLWATER OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. INFILTRATION AREAS ARE TO BE UNDER -EXCAVATED AT LEAST 2 FEET FROM FINAL GRADE UNTIL ALL CONTRIBUTING DRAINAGE AREA IS STABILIZED. 4. FINISH GRADING WHILE INSPECTING PONDS, SILT FENCE, AND RAINFALL CONDITIONS AS REQUIRED BY THE NPDES PERMIT. 5. INSTALL WOOD FIBER BLANKETS (IF ANY) AS NOTED ON THE GRADING PLAN AND COMPLETE RESTORATION. RESEED INFILTRATION BASIN ONCE GRADED TO FINISHED GRADE AND WEAR COURSE HAS BEEN PLACED, 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. 2. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 3. ALL TRAILS MUST BE SURFACED WITH A BITUMINOUS SURFACE THAT IS SUFFICIENT TO HANDLE MAINTENANCE VEHICLES 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5. POSITIVE DRAINAGE MUST BE PROVIDED AT ALL TIMES. 6. ALL STOCKPLIES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. 7. CATEGORY 3. TYPE 2S WOOD FIBER BLANKET TO BE PLACED ON SLOPES 3:1 OR STEEPER. 9. RtW STREET WIDTH VARIES (”) 3:1 MAX. 3% BACK TO BACK VARIES 1 ROW 5 39. 3% MIN. BIT. SECTION AS FOLLOWS: 1.5' BIT. BASE COURSE TACK COAT 2.5" BIT. 41 WEAR COURSE 6" CL 5 AGGREGATE BASE • SUBGRADE MUST BE WITHIN + OR - .10' AND BE APPROVED BY ENGINEER. L CONC. WALK • SIDEWALK SECTION 15 4' OF GRANULAR & 4" OF CONCRETE NOTE: SEE PROJECT PLANS AND SPECS FOR STREET WIDTH, CURB TYPE, AND STREET SECTION. STILLWATER TYPICAL •• ALL PRIV. DRIVES ARE 22' B-B STREET DETAIL (#40) PRELIMINARY COPY 6.0' TOPSOIL CURB COLONIAL MANOR HOLDOWNS FINISHED GRADE PER GRADING PUN GARAGE FLOOR 1' BELOW GARAGE FLOOR SOG - SLAB ON GRADE /-4:1 1' TO 2' WASHED ROCK 6' MIN. ROCK CONSTRUCTION ENTRANCE NOT TO SCALE NOTE: Rock should be 1' to 2' In size such as MnDOT CA-1 or CA-2 course aggregate (washed). A geotextlle fabric may be used under the rock to prevent migration of the underlying soil Into the stone. ROCK ENTRANCE TO CONSTRUCTION SITE ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILZATION MEASURES WILL BE INSPECTED, MAINTAINED AND REPAIRED ON ALL DISTURBED SURFACES EVERY DAY WORK IS PERFORMED ON THE SITE, AND AT LEAST WEEKLY UNITL LAND -DISTURBING ACITIVITY HAS CEASED. THEREAFTER. THESE ITEMS WILL BE ADDRESSED AT LEAST WEEKLY UNTIL VEGATATIVE COVER IS ESTABLISHED. THE NPDES PERMIT ALSO REQUIRES THAT INSPECTIONS ARE PERFORMED AFTER EVERY RAINFALL EVENT GREATER THAT I" WITHIN 24 HOURS. STEEL POST AT 8' O.C. RUNOFF r OPTION 1 WIRE MESH RONF. GEOTEXTILE FABRIC FABRIC ANCHORAGE TRENCH. BACKFILL W/TAMPED NATURAL SOIL 6' MIN. TAMPED NATURAL OPTION 2 STILLWATER TYPICAL SILT FENCE -HEAVY DUTY (#42) 10. INFILTRATION AREAS ARE NOT TO BE COMPACTED DURING CONSTRUCTION AND VEHICLE TRAFFIC OVER THE AREAS SHOULD BE MINIMIZED BEFORE AND DURING CONSTRUCTION. THESE AREAS WILL BE FENCED OFF WITH CONSTRUCTION FENCE PRIOR TO THE START OF ANY CONSTRUCTION. 11. 8. THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 12. STEEPER THAN 3:1 ALL OTHER SLOPES THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABIUZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF A SURFACE WATER. MUST HAVE TEMPORARY EROSION PROTECTION OF PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES: TYPE OF SLOPE TIME (MAXIMUM TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) 3 DAYS 7 DAYS I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THF.y.AWS OF THE STARE OF MINNESOTA. O. >-' Q C z Q CD c w (o z .71 gw awpz �z� CD W Y o Q w Q Q J J m J J U4 CL U.S. HOMES CORPOTATION 1 DRAWN NRH CHECKED OLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 FILE: W:\5455-075\DWG\BASE.... D W G SHEET GP2 GP2 SHEET DATE 01/12/07 REG. NO 26147 J ✓L)-896.2 896.36 r-897.24 WL)-897. / W IER MEM MARY a1ROwM SANITARY SERVICES AND WATER SERVICES Sanitary services shall be installed three f dower seem of the wale service. The slice stub stall terminate 10 fee beyond the pmpvty line. The depth of the sanitary service stub shall he ter feet R the property We m have a minimum grade of2.00%. Sanitary services shall ha constructed with 4" PVC SDR 26. Services mete than 100 feet from the main to the building shad be provided with a clamour near the right -of way line. Water perukes shall be located in Nm center of the lol They shall not be in$Wled under driver.ye, or under catch basins. War services shad be um of two feel below any storm scaler pipe, if this can not be achieved the service shall be insulated Water service curb boxes shall be loured on the property line A ten -foot vat shall extend from the curb box The top of the btu shall be seam proper grade with the extension at the midpoint Wafer services Wall be installed with . minimum depth of cover of seven and ore -half feet SAN TEARY .AND STORM SEWER CONSTRUCTION PIPE MATERIALS Type edam fro wary mar o..d err va ms omen dm. anammd from the term m final. grade ele.vemaal conform to ere followaa.at DuiM Taped Pipe Cir OR 35 •25' Sce 26 Gra an LT DIP, Cf_52 Radamrrampipeha aam.aan.hallbe arserfulawn there alera v waaIP gha n=oflaiwino type Ea joints dal c.a., Rag Ora WATER MAIN CONSTRUCTION NUTbRwa Ear Lyra. wlbe mWld era• 60.11y. . .. E r, a may,-. try Rmr cap is DR MI be aim 52 fa 6• arryh 1:• dramas *wr roam Flan. steal bo Cla1250. Lalem ape aLall M OU1noiowt nd.11 al cs wmnm.i rda AW WA C 1519A ta hap Nod ate lby maaRawedMIanrd Same mFrehy Cava, Clay PipeC Y. Amer pre Cam,y. a approved 1,41 Gam scamhall f arbe area. a IWCIAWWA CI SI adahW M drt lM Meal p.b as be ued fr all abeath m ram Mary. mays fare dal toad . vary ld a a.d.d afro w e 1A sage passe jeans tall te t have magaava wing to AW WA CI1. Rana turd. ARM Table mmffAmamiC..a S Pere Comma', p. Caoma amd paaur sow ins table v.6 of Amami Cat her PR:eapeye CaaoR HYDRANTS At hydra Mal to W.aaa WR 67 Pm via ere rdbriry mamma 3ryaau as m ha.*. that. ammo valve.p®oa Ism shall be 0ru Wed.id, tun 2.17' diayem m me 4.1Y.raya mama. Oa mass ara4.ha11 to Naomi S4adad rams.. b.Ihaat 6a5L man botva play, der a lama Imeat,effnana 0110 mged Bo on room ova amd�mEms. Jam e EmdRea Inge ea oak a M.jma coanowoo y as hareS Vfar bay c All hydras dal here a auto. mwhad iota tour ray amaaeg man ere aia-imrh btu. pipe Sour Vera tare shall 6e a pas are Lamm she hydra m the ever sayat fryera..aaag mamma,. hpnm. ma Lima rbc 5Naaw. a ea n came Nil lase m emac m e 54,1 opt to ere ate lmmta-tl cknsa.l. ad a We to ass le. Re Prdra a closed f. the der ad aye ar a. operMag tut Jdl a Naioma Smmd paa.ma out R 140ma® have pram.., mdmm.b.+my I) Mat* ens 1) Year of Mama w 3) Bay dad WM IMEOREM MIRDa la• GOB IL. MR tfil aNAns 6 1341/ GATE VALVES Mall he a01mh *edge tyamm m W pe is 2*AW A C50. 5pdfluim hme Nra shs• wrtim. aemm of 200 f.i. The gas valve la1 her a mahuial Inut male. me maim wa via CV rim w, a neo it. R'1 arem err dui m raga*. Ere ama 1.ty am tracam maw 2, ma vac a , ens 31 mama all 41 yea d nama.. ea� G. v bra a a10 be head Rrarmlo aarms, vat ins. pro 5.e'fn a dame..of tee volve nay prof mar of arm pea ma a Imp tugs m provide fie 7 5 6a mfma red tale m sonde tljummn of a am via BUTTERFLY VALVES ..flyvalves MI mee ere mamma. ofAM1SLAV/WA iv. daamel .nmg ofrnaam.'Is• ram ahw I as body iv . ma. Ira ma, a ea visig arrig elm ma d rung saa a aoiai rz-;.yae car rtl la'I Come nght Burally Nava m spa a abo pram r body. II ram adicamg mow 2) mnafa. amine 31 mania ra erg 43 yes of mar tee Fril ..111.11111111 it J W.a �� ii�� 1 g II V 111 �■0 j 410111111 . \al r iii 1I� q Ifl 1 lU II6111 I III 8 t �� ■■E ■■ !J'. 2 61■■■.1 2 97 SLA: 919.0 I'■„ 5 I�/■ 11 MI S 411 - 91Ir1E a ■■� 3 6 ■■ , SLAB 9195 : W 6 1t s ■1 1■ 1 ■1 3 g 1■ �!Jij4jJ J1i6I! gm Aaa5AJ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. PG'✓DIWG EASEMENT re. Iran Va POND#3C N W L-908.0 2 yr-908.77 10 yr-909.63 100 yr-910.63 / ,41,.R / / ?/ V //�i \ /\ WATER SERVICE 1E AND mimosa coms0RAPIPEr T TION MEM Granm ens, ma a Mud..1500R Fad MU rapevdama. All cormrsom tam .11 man to A W. WA Slam via A W. WA armses.la and A W WA mgraaanCe abed rode [-Lae sTor ANT 30% Curb mop olvE be liememo6. muses 5Wer lavia tripe mad ea nude( deep de am try 00 W1he MedlmKI5151NW D C al aaapmml ih.em Ma shad be m eraim type a.m. rad Mmayah!mm Was r6.11 here. 6' mammmh nth a aka lama spa fully a mMd. slap b ill La Mueller H-10300 Ford EMI-00.5675Ra.emovet teal. The la .1 he Mal. M375 re apmved sum WATER SERVICE PM All comet Mammal for sea a mad6e eevad a mid ASTM B SS far Sam o3pr 4m Taha Type lL era Amdd amps. IM RIM TC- REIMS Mtl AO MI MIT EC KEW BIRD ) N/ 104,007.25 \ \ \ H- OIRLOOK OND#2C N W L-902.0 /2 yr-900.96 2 yr(NWL)-902.40 10 yr-902.44 A /NA ..- el11,1 17 miter' -iiiiviimiiiIN r:--W,ANIVININIIM . i 1 111 3 4 1 FINE 5] - Ili 1 4 ill :1:411eJ cIRISITM NM AIM i L r I 1 r A� I B 0 O c 0 L 0 N A L M A N O a 50 25 0 25 50 100 SCALE IN FEET I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THF...AWS OF THE STATE OF MINNESOTA. DATE 01/12/07 REG. NO 26147 REVISIONS BYE 1 1 Z co 5 0 co cc u) t 111 1 5 U.S. HOMES CORPOTATION e DRAWN NRH CHECKED OLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 FILE: W:15455-075\DWG IBASE....D W G SHEET UP1 OF UP1 SHEETS, nil MIN INN MON MIN NEN NMI INN MIN NM RN NUN NON NM NNE NMI NM z § 8 8 2 osoXor 11 51? AERIAL PHOTO OVERLAY MILLBROOK- PRELIMINARY PLAT AMENDMENT STILLWATER. MINNESOTA U.S. HOMES CORPOTATION SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ‘44'. ? 0.4 ",:iZE•11:1Mg co r Plant List Notes: rREVISIONS IL)-896.2 896.36 r-897.24 WL)-897. / 1/ / / ;1 II/ Overstory Trees (2 - 2 z" ca) e Ornamental Trees (1.5"-2" ca) Evergreen Trees (8',10', 12' ht) *Plant quantities are shown at an average of 2.5 trees per Multi -Family unit. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. / 1. This plan is intended to be a supplemant to the approved Landscape Plan for the Millbrook Project. POND#3C NWL-908.0 2 yr-908.77 10 yr-909.63 100 yr-910.63 E 1 2 3 4 DI E 8 71 6 5 Di 1 �� 1 r 11 1 1 1 1 i1 L I POND#2C — —L NWL-902.0 r — i 2 yr-900.96 1 1 2 yr(NWL)-902.40 10 yr-902.44 1 I e 'NA . ,- nn, n, , I 20 \ 1 \ I 11 1 1 1 22 1 s 0 0 S NORTH c 0 L 0 N 1 A L M A N 0 R 50 25 0 25 50 100 SCALE IN FEET / L U cn a W cc >- Z Z ~ L ljj W 0Z 0OQw z0E—cc m a.1 U.S. HOMES CORPOTATION 4e DRAWN NRH CHECKED DLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 FILE: W:\5455-0751DW G\BASE....DWG SHEET LP1 `oF LP1 SHEETS Plant quantities are shown at an average of 2 5 trees per lot In the Metropolitan neighbhorhood 5 trees per lot in the Heritage neighborhood and 6 trees per lot in the Glendalough neighborhood These quantities include street trees outlot trees, and interior lot trees The developer will Install street trees and trees In outlota The remaining trees wiU be installed by the builder In the Metropolitan and Hentage neighborhoods and the homeowner in the Glendalough neighborhoods These drawings are for approval purposes only and not to be used for construction See engineering drawings for grading utilities existing conditions tree removal end groundcover treatment. Tree placement subject to change per utility location All utilities to be field venfied ImgaUon method varies per neighborhood Metropobtan neighborhood will be collectively spray Irrigated with the system maintained by the Homeowner's Association Heritage neighbhorhood will be spray irrigated with the system maintained by the Homeowner's Associabon. In Heritage each lot will be a seperate zone and each homeowner will be Individually blued for water use Irrigation for Glendalough neighborhood will be the responsibility of the Individual property owner 50 0 100 200 0 gm um um I No am um um um emu um me me me mu um um om 0\4000\410026 MILL BROO'\[AD\PRODU_ T\ 410026 1.2 o I L Z O m 0 1 1 r.Faax . s3.yt, r MILLbKOOK Stillwater, Minnesota I/ NEAL AVENUE NORTH Preliminary Landscape Plan re6ruary 1 2006 CONSUL71NC PLANNLRS LANDSCAPE ARCHITECTS L9QO IRST AYENUE NORTH 512 939P 3� UN 55401 N 5 \410026 MILL BROOK 1.r ;ilt141". tlY�. tpm! t17 ��o�rrr�r •tr_r�rrrr��ir�a verrrrrrr 7 rlI;7!?fi ��_ -!`rig Metropolitan Townhouse Landscape Plan N® Landscape Notes Plant quantities are shown at an average of 2 5 trees per lot In the Metropolitan netghbhorhood 5 trees per lot In the Hentage neighborhood and 8 trees per lot In the Glendalough neighborhood These quantities Include street trees outlot trees and interior lot trees. The developer w@ install street trees and trees In outtots The remaining trees will be Installed by the budder In the Metropolitan and Heritage neighborhoods and the homeowner in the Glendalough neighborhoods These drawings are for approval purposes only and not to be used for construction. See engtneenng drawings for grading utldtles existing conditions, tree removal and groundcover treatment. Tree placement subject to change per utility location All utilities to be Geld verified Irrigation method varies per neighborhood Metropolitan neighborhood will be collectively spray irrigated with the system maintained by the Homeowner's Association Heritage nelghbhorhood will be spray irrigated with the system maintained by the Homeowner's Association In Heritage each lot will be a seperate zone and each homeowner will be Individually bided for water use Irrigation for Glendalough neighborhood will be the responsibility of the individual property owner -4 - Hentage Landscape Plan 1 1 11I II I I I III Alit' pi arb LamMr NORTH N® A Glendalough Landscape Plan 10 0 20 1 = 20 a ROCK MUL PQLY EDG ROCK POLY H& R (TYP.) CURB DRIVE ROCK MULCH ROCK MULCH DRIVE CURB LINE 0 \ ROCK MULCH & POLY EDGER (TYP.) SOD DRIVE ROCK MULCH CONC _4 N CONC fl 'J L ROCK MULCH CONC. 3' HT. PRIVACY FENCE (TYP.) CONC. COO _� COW" : pio DRIVE SOD IOPOLY EDGER R+�� ROCK MULCH & POLY EDGER YP ROCK MULCH & POLY EDGER (TYP.) 3' HT. PRIVACY FENCE (TYP.) 6' HT. PRIVACY FENCE (TYP ,) GENERAL NOTES: 1. Landscape Contractor anal visit the site prior to submitting bid to became familiar with site conditions 2. It is the responsibility of the contractor to identify all underground cables, conduits, wires. etc. on the properly 3 No planting will be Installed untiii on grading and construction has been completed In immediate area 4 If there is o discrepancy between the number of plants shown on the plan and the number of plants shown In the plant list, the number of plants shown on the plan will take precedence. 5 All plants shall be of specimen quality. Plants shall have normal, well —developed brunch systems. a vigorous li6raus root system; Choy shall be sound, healthy, vigorous plants free from detects, disfiguring knots. suns cold insane,ases abrasions of the bark. plant dise. insect eggs, borers. and all forms of iniesfolionsAll plants shall be nursery grown. 6 Repair all damage to property from planting operations a1 no cost to owner. 7 fie Landscape contractor shall replace at no Marge. any tree, evergreen, or graundcover which falls to live through the first calendar year from the time of find acceptance by the owner. All plants stroll be alive and in normal satisfactory growing condition of the end of the guarantee period. 8 Three inch deep shredded hardwood bark mulch wilt be installed under all trees and shrubs that are isaated from ground cover oreoa and general foundation plantings. 9, A three inch layer of 1.5" dips. rive, rock mulch over landscape weed barrier shall be Installed in all shrub foundation areas. 10 Tree guying in all areas shot be optional The landscape contractor shall be responsible for maintaining trees in o straight upright condition far a period of twelve months following inslollotion. 11. Alt perennial/annual plantings snail be mulched with a 2" layer Of Shredded bark with no landscape weed barrier. 12. Alt pay edger snail be cobra vinyl edging or equal 13. Ail perennial/annual planting areas shall rec,eve a minimum of mature. 14 Wrapping material shall be first quality. heavy. waterproof Trees shall be wrapped prior to 12/1 and removed after 5/1. crepe 15. All plant locations. species, quantities and sines subject to site 16. Landscape Contractor to became familiar with and comply with Owner's SWPPP (Storm Water Pollution Prevention plan). 17 All shrubs to be installed a minimum distance of 24" from the on 8" depth of planting soil (1-1-1) paper manufactured for this purpose. conditions. spas and availability. all policies and procedures al foundation of any building. NOTE: THE PLANT LISTS BELOW INDICATE 2 OPTIONS FOR TREES FOR EACH STYLE OF UNIT. TREES SHOULD BE PRICED AND INSTALLED SO THAT DECIDUOUS TREES ARE ALL THE SAME VARIETY OF SHADE OR ORNAMENTAL ON THE SAME SIDE OF THE BUILDING AND SHOULD BE THE SAME AS THE TREES OPPOSITE OF THEM ACROSS THE STREET. CONIFER TREES SHOULD VARY BY SPECIES AT EACH END OF THE BUILDING TO ADD DIVERSITY AND INTEREST TO THE PLANTING PLAN. PC a AA PNA AA Pc a .A SEE DIAGRAM FOR EXAMPLE OF LAYOUT. AP AB PLANT LIST - #430 (END) UNIT TREES: Key (Ay 5.ze Corr FAA 1 Ash, Autumn Purple Fraxinus americana 'Autumn Purple' ' 2.5" cal. BB OR AB 1 Maple, Autumn Blaze Acer x freemani 'Jeffersred' 2.5" cal. BB CS6 1 Spruce, Colorado Picea pungens 6' ht. BB OR BH6 1 Spruce, Black Hills Picea pungens glauca ' 6' ht. BB DECIDUOUS SHRUBS: arty BC GC DS 2 3 3 taamm..n Namr Chokeberry, Glossy Black Currant, Greenmound Spirea, Daphne EVERGREEN SHRUBS: Key PA BJ f1ty. tarammeri Name Arborvitae, Pyramidal Juniper, Blue Star ..,.lent,: Name Aronia melanocarpa elate Ribes alpinum 'Green Mound' Spiraea japonica 'Alpine fVetent,r. Name 5,ze #5 #5 #5 Size Thuja occidentalis 'Pyramidar 4' ht. Juniperus squamata 'Blue Star' #5 PLANT LIST - #429 (INTERIOR) UNIT ORNAMENTAL TREES: Cont. Pot Pot Pot Cont. BB Pot Key arty Common Name sc,entac Name 5,ze Cont. JT 1 Lilac, Japanese Tree Syringa reticulate 2" cal BB OR IPC 1 Crabapple, Prairifire Malus'Prairifire' 2" cal. BB DECIDUOUS SHRUBS: Kay NS Oty. 4 Common Inane Spirea, Neon Flash EVERGREEN SHRUBS: yc,tnt,c IJamc Spiraea japonica 'Neon Flash' Size #5 Cont. Pot Key GA arty. Common !lame Arborvitae, Techny Globe PERENNIAL FLOWERS: :nl,c Name 51ze Thuja occidentalis 'Techny Globe' I #7 Cont. Pot Kay GP arty. 6 Common Name Geranium, Philippe Vapelle Fat snipe Name Geranium 'Philippe Vapelle' Sue #1 Cont. Pot ARTUA CNaniUU 86111I31h Avenue lean Shakopee, MN 55379 Phone 952-9.34.20191 Fan 952 934-8227 Registration I tetchy celery the due plan. specification. or repro Mwprepared try us ma or dew .auperviakn, ind than I am a duty R.•yiwerre Imd.cape Architect undo. Ilia law. of der State of Nmnevon Res. A I1xtc (✓RAM Drawn liy V1R Ke,,.uuns I. 6)12AM _. 6/2/MM a. Inject Name rn.jecl Location Sheet Title COLONIAL FOUNDATION PLANTING PLAN 0 North Amity I' = 10' L1 StUbv ter 8 A i M P l A [ 0 1 N /J 1 OIA DATE TO REQUEST APPLICANT LAND OWNER LOCATION MEETING DATE REVIEWED BY PREPARED BY February 6, 2007 Planning Commission Variances to Construct House Addition Jedadiah Becker Jedadiah Becker 1224 North 2nd Street February 12, 2007 Fire Chief, Building Official, City Planner Bill Turnblad, Community Development Director CASE NO 07-08 BACKGROUND Jedadiah Becker has made application for variances to allow him to complete the addition on the rear of his home at 1224 North 2nd Street The 26 foot by 34 foot addition includes two stones of living space and an attached two -car garage It would match the setback of the existing home However, the current home does not meet setback requirements Therefore, the existing home and the addition would need setback variances Also, Mr Becker would like to build a small porch addition on the front of the home, which would require variances as well REQUESTS Expanding Non -Conforming Property The Becker property is zoned RB, Two -Family Residential Therefore, the minimum required setback from the property lines on both 2nd Street and St Croix Avenue is 20 feet The minimum lot size required is 7,500 square feet However, the current home only has a 6 foot setback from the St Croix Avenue property line and no setback from the 2nd Street property line In addition the size of the lot is only 7,310 square feet Therefore, the house and lot are considered non -conforming As such, the Zoning Ordinance prohibits an expansion of the home Consequently, the proposed additions f f Beckei Variances February 5 2007 Page 2 are not permissible unless front yard setback variances and a lot size variance are granted for the existing home to remove its non -conforming status Setback Variances for Additions As seen in the attached site plans, the small porch addition would match the setbacks of the existing home Those setbacks are 0 feet from the 2nd Street property line and 6 feet from the St Croix Avenue property line The minimum required setback for both is 20 feet Variances have been requested for both of these street setbacks The addition on the rear of the home would also match the current home But, it only has a 6 foot setback currently, whereas a 20 foot setback is required A variance for this setback been requested Variance for Second Accessory Building In the RB, Two -Family Zorung District only two accessory buildings are allowed This includes attached garages And, the second accessory building can not exceed 120 square feet Since Mr Becker already has a detached single car garage of about 240 square feet, the attached garage could not be built unless the existing garage were torn down or a size variance were granted for the existing detached garage To complicate matters, the garage is over 50 years old, which requires a demolition to be approved by the Heritage Preservation Commission Therefore, Mr Becker has requested a variance for the size of the existing detached garage Variance from Maximum Building Coverage And finally, in order to construct the additions, a variance would be required from the maximum allowed building coverage on the lot In the RB district a lot may have no more than 25% building coverage The proposed building coverage including the additions (also including the detached garage) would be 32 8% A variance has been requested for the additional building coverage SPECIFIC REQUESTS In order for Mr Becker to proceed with his project, the following specific actions would be needed 1) Expansion of Non -Conforming Property - Approval of lot size and home setback variances for the existing property City Code Ch 31-1, Subd 9 states that non -conforming properties can not be expanded Since the existing home does not meet minimum front setback requirements, nor does the lot meet minimum size requirements, variances are being requested from each of these standards to remove the non -conforming status of the property This would then allow the home to be expanded with additions 2) Front Setback Variances - Approval of variances from City Code Ch 31-1, Subd 12 (5)a 6 and b 2, which in combination establish a minimum setback Becker Variances February 5 2007 Page 3 of 20 feet from both 2nd Street and St Croix Avenue Since the existing house and addition setbacks are 0 feet from 2nd Street and 6 feet from St Croix Avenue, 20 foot and 14 foot setback variances are being requested 3) Second Accessory Structure Size Variance - Approval of a variance from City Code Section 31-1, Subd 12(3)a and c, which states that two accessory buildings are allowed in the RB Zoning District, but that the second accessory building can not exceed a size of 120 square feet Since the existing detached garage has a size of about 240 square feet, a 120 square foot variance is being requested 4) Building Coverage Variance - Approval of a variance from City Code Section 31-1, Subd 12(5)a 5, which limits total building coverage in the RB Zoning District to 25% of the lot area The proposed building coverage is 32 8% Therefore a variance for the additional 7 8% of coverage is requested EVALUATION OF REQUEST The Planning Commission may grant a variance when all of the following conditions are found1 1 A hardship peculiar to the property, not created by any act of the owner, exists Personal, family or financial difficulties, loss of prospective profits and neighboring violations are not hardships justifying a variance The home at 1224 North 2nd Street was constructed in the 19d' Century, which was long before the current 20 foot front setback requirement was adopted Moreover, it was constructed in this location long before Mr Becker purchased the property Therefore, staff finds this criterion to be satisfied 2 A variance is necessary for the preservation and enjoyment of substantial property rights, and, if granted, would not constitute a special privilege not enjoyed by neighbors In terms of the front setback variances, it is reasonable to allow the current setback to be acknowledged and used as a measure for construction on the subject property Moreover, the size of the lot at 7, 310 square feet is not so much smaller than the minimum required lot size as to create unusual land use difficulties Therefore, staff believes the front setback requests and lot size variance are acceptable It is however a more subjective question to ask whether a 38% building coverage is necessary and whether it would constitute a privilege other RB district property owners would not have This is something the Planning Commission should discuss and decide upon 3 The authorizing of the variance will not be of substantial detriment to adjacent property and will not materially impair the purpose and intent of this section or the public interest nor adversely affect the comprehensive plan 1 City Code Ch 31 1 Subd 30 (2) d t Becker Variances February 5 2007 Page 4 The proposed additions will have no negative impacts on any of the surrounding properties They will be no closer to either street than the existing house And, as seen in the exhibits the setback distances from abutting lots are satisfactory Moreover, the boulevard widths and location of the house at an elevation above the street corner would allow for good traffic visibility Therefore, staff finds this criterion to be satisfied for the setback variance requests In terms of the building coverage variance request, the purpose of the standard is at least twofold First, it limits the total amount of impervious cover on a property, which is important for stormwater control and treatment In this case, the total impervious cover would be much lower than permitted 50% impervious cover is allowed (25% building coverage plus 25% impervious surface coverage), yet because the property is a corner lot with short driveways, the proposed total impervious cover would only be 36 5% even with the additions Secondly, the impervious cover limit tends to reduce the impact of building massing on adjacent properties On the Becker property, there would be setbacks of 12 5 feet to the property to the south and 69 feet to the property to the west These setback distances are sufficient to prevent crowding of buildings ALTERNATIVES The Planning Commission has the following options 1 Deny the requested variances 2 Approve the requested variances in whole or in part 3 Continue the public hearing for more information The 60 day decision deadline for the request is March 19, 2007 and the next Planning Commission meeting is scheduled for March 12, 2007 RECOMMENDATION Staff finds the variance review criteria to be met for the setback variances Staff also believes that the intent of the impervious coverage standard will be met by the proposal Therefore, if the Planning Commission finds that the allowance to increase the building coverage for this property is acceptable, then staff would recommend approval of the requests attachments Exhibit A, Site Plan Exhibit B, Location Map Applicant s Letter Applicant s Plot Plan cc Jedadiah Becker 1 1 f 1 TIE 4111\ ('ommuniro Dc\ elonment Dcnartment Becker Variances Location & Zoning Map Road centerlines oning District Classifications A-P, Agricultural Preservation RA - Single Family Residential RB - Two Family TR, Traditional Residential LR, Lakeshore Residential CR, Cottage Residential CTR, Cove Traditional Residential CCR, Cove Cottage Residential CTHR, Cove Townhouse Residential TH, Townhouse RCM - Medium Density Residential RCH - High Density Residential VC, Village Commercial CA - General Commercial CBD - Central Business District BP-C, Business Park - Commercial BP-O, Business Park - Office BP -I, Business Park - Industrial IB - Heavy Industrial CRD - Campus Research Developmerr PA - Public Administration Public Works Facility - Railroad I WATER Property outside City limits SITE r Exhibit B 5, c1 5+ S1- CI-61 x au C_ Address of Project 1 Zoning District PLANNING ADMINIST',,,,TION APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT _ i CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 Case No Date Filed Fee Paid 4,- Receipt No ACTION REQUESTED Special/Conditional Use Permit --- Variance Resubdivision Subdivision* Comprehensive Plan Amendment* Zoning Amendment* Planning Unit Development * Certificate of Compliance action are attached to this app/cation *An escrow fee is also required to offset the costs of attorney and engineering fees The fees for r equested The applicant is responsible for the completeness and accuracy of all forms and supporting in connection with any application All supportingPportmg material submitted material (i e , photos sketches, etc) submitted with apphcation becomes the property of the City of Stillwater Sixteen (16) copies of supporting is submitted to the City Council, twelve (12) copies of sumaterial is required If application and setbacks is required with applications Any incomplete applrcration or is required u d A site plan showing drainage application process supporting material will delay the After Planning Commission approvals there is a 10-dayappeal ended, the applicant will receive a zoning use permit which must bsigned and submitted to the Cityto ob required building day appeal period has g permits fain the PROPERTY IDENTIFICATION Assessors Parcel No (10,9-Q�3v0� (GEO Code) ►d Description of Project "I hereby state the foregoing statements and all data, information and evidence submitted herewith in respects, to the best of my knowledge and belief to be true and correct I further certify I will compl permit if it is granted and used " y with th e Property Owner61 (cL).-) 'c iS i Mailing Address_ �H N a _ c�� City - State - Zip _ - Sh I I er yYli� �SC�R� Telephone No •s1 1 ct _ c� U Signature (Signature is required) Representative Mailing Address City - State - Zip Telephone No Signature SITE AND PROJECT DE Lot Size (dimensions) x /s 0 Land Area Height of Buildings Stories Feet Principal Accessory Total E Pave No of square feet eet eet eet H \mcnamara\sheila\PLANApp FRM April 20 2005 Planning Commission I am requesting a variance to add a small addition to the living space, extend our front porch, and a two car attached garage I am requesting this vanance due to the fact of our growing family More living space is needed for our children, and the garage will allow us to store our possessions I believe that this will affect the adjacent areas in a positive way Thank You, Jed Becker 1224 N 2nd St Stillwater, MN 55082 B N I H P L A I E 0 M i N N I ti 0 I A Planning Commission DATE February 8, 2007 CASE NO 07-09 APPLICANT Elite Development REQUEST 1) Rezorung to TR/PUD and LR, 2) Preliminary Plat approval for a 50 lot Residential Subdivision, 3) Concept Planned Urut Development approval, 4) Vacation of excess 72nd Street right-of-way, and 5) Variance to the fence height requirements LOCATION Between Co Rd 12 and 72nd Street on north end of Long Lake COMPREHENSIVE PLAN SFSL, Single Family Small Lot PLANNING COMMISSION DATE February 12, 2007 ZONING AP, Agricultural Preservation REVIEWERS Community Development Director, Public Works Director, Fire Chief, City Forester PREPARED BY Michel Pogge, City PlanneW BACKGROUND Elite Development is proposing a single-family development to be known as Legacy on Long Lake The project site on County Road 12 is currently owned by four groups the McKenzies, the Meisterlings, the Huebschers and Grace Baptist Church (See Exhibit C) The total project site is 25 38 acre site (23 16 of which are above the water level of Long Lake) Though, as seen in Exhibit D about 617 acres (4 1 acres above the water level of Long Lake) are not being sold to the developer This unsold property will be platted as Block 5 The five potential lots in Block 5 would be retained by two of the current landowners, the Meisterlings and the McKenzies The site is proposed to be developed into 50 single family lots, including the 5 lots in Block 5 Sizes of the lots would range from 9,595 square feet to 106,858 square feet The Legacy on Long Lake February 8 2007 Page 2 largest lots are in the tiers closest to Long Lake Three outlots are proposed one for future development by Grace Baptist Church, one for stormwater ponding, and one for the development of a pool, handball court, and gazebo for private use by the neighborhood Currently the site has three homes and a church on it Two of the homes would be removed, leaving only the Meisterling home The church property would be left as it is except that land will be traded so that the access road to County Road 12 can cross it Improvements to be dedicated to the public are proposed to include relocation of 72nd Street away from the shoreline of Long Lake, a north -south street connection between County Road 12 and 72nd Street, a trail in place of the old 72nd Street alignment, one small parks The land development is proposed to be completed during the 2007 construction season Building permits for the first homes are anticipated to be issued yet this year SPECIFIC REQUEST In order to develop the property as proposed, Elite Development has requested the following 1 Approval of a rezoning of the off -lake portion of the site from AP, Agricultural Preservation to TR/PUD (Traditional Residential Planned Unit Development), 2 Approval of a rezoning of the lakeshore portion of the site from AP, Agricultural Preservation to LR, Lakeshore Residential, 3 Approval of a Preliminary Plat for a 50 lot single family residential development, 4 Approval of Concept PUD plans, 5 Approval of a vacation of the excess 72nd Street right-of-way, and 6 Approval of a variance request to exceed the maximum height lirruts for a fence along 75th Street N EVALUATION OF REQUEST I REZONING Neighborhood Land Use Existing and planned land uses in the neighborhood are as follows North Stillwater Township, guided for Single Family Large Lot development South Long Lake, classified as a Recreational Development Lake East DNR owned permanent open space Legacy on Long Lake February 8 2007 Page 3 West Rutherford School and a Traditional Residential zoned neighborhood of Liberty on the Lake Land Use Compattbcltty One of the principle issues to be considered for a rezoning is whether the proposed change would be compatible with existing and planned uses within the surrounding neighborhood As mentioned above the site is buffered on two sides by permanent open space uses, which include the DNR property and Long Lake On the north side of the site separated by an arterial roadway is an existing large lot single-family neighborhood in Stillwater Township To the west are both an elementary school and a neighborhood in Liberty on the Lake that is zoned TR, Traditional Residential The proposed rezoning to TR/PUD for the non-lakeshore property would be compatible with these uses Moreover, even though the lots in Stillwater Township are larger that the proposed lots in Legacy on Long Lake, the two neighborhoods would be separated by an arterial road which provides a definitive physical barrier The Lakeshore properties meet the standards for both the LR, Lakeshore Residential zoning district and the Recreational Development Shoreland Overlay District The purpose for the proposed PUD classification is to allow flexibility in lot sizes for the lots furthest away from Long Lake similar to the pattern developed with the single- family pattern developed with Liberty Most of the lots further away from the lake do not meet the minimum dimensional standards of an RA, Single Family Residential zoning district nor the Recreational Development Shoreland Overlay District They do however meet the standards for a TR, Traditional Residential zoning district Since the proposed TR zoning for the bulk of the site represents a logical continuation of the neighboring zoning in Liberty on the Lake, staff finds the proposed TR/PUD and LR rezonings to be acceptable II PRELIMINARY PLAT, CONCEPTUAL PLANNED UNIT DEVELOPMENT The preliminary plat and conceptual PUD plans will be reviewed together in this section of the report A Minimum Dimensional Standards Lot size and width In the TR Zoning District, the average lot size must be at least 10,000 square feet The average lot size of the 45 lots to be zoned TR is 11,486 square feet The minimum lot width in the TR district is 65 feet, measured at the midway point between the front and rear lot lines All 45 lots exceed this standard Legacy on Long Lake February 8 2007 Page 4 Lakeshore Standards The rrunimum standards for LR zoned lakeshore lots include a 20,000 square foot area, an 80 foot width, and a 170 foot depth As mentioned above, the preliminary plat shows five lakeshore lots in Block 5 They all exceed these standards In addition to the LR zoning standards The majority of the subdivision lies within the Shoreland Overlay District for Long Lake This triggers an entire body of separate regulations Generally speaking, the regulations require lots closest to the lake to be the largest with a greater amount of open space All proposed lots meet or exceed the shoreland standards B Civil Engineering The proposed street layout would reroute 72nd Street by moving it away from Long Lake A connection to County Road 12 would also be provided The County will therefore need to review the proposal They will more than likely require turn lane improvements The City Engineer has reviewed the preliminary street plans and offers the following comments • The portion of public road that crosses the church property should be platted as part of the Legacy on Long Lake plat Also, underground utility stubs should also be improved with this development to the future cul-de-sac south of the existing church • 72nd Street should be upgraded by the developer from a gravel surface to a bituminous surface all the way to Mid Oaks Avenue The pastor for Grace Baptist Church has stated that the church is not interested in immediate development of the cul-de-sac or lots He therefore does not want the future cul-de-sac platted or improved now In order to protect the new road underground utility should be extended to the future cul-de-sac so that the road will not need to be disturbed in the future Another note of interest is that there is no formal right-of-way for 72nd Street None the less, according to State statute, since the public uses and maintains the street a prescriptive easement exists The width of the Legacy on Long Lake February 8 2007 Page 5 easement includes the road surface proper and whatever ditch and shoulder sections are necessary to support the road The weir on 72nd Street has a similar situation It does not have a formal easement, but according to State statute the flowage and dam structure have an associated prescriptive easement Attached is a memo from the Public Works Director regarding various other civil engineering issues The highlights are • A future city well site (not including a reservoir or tower of any type) needs to be dedicated on the plat It will have to be 110 feet square It could be located in the rear of oversized Lots 6-8, Block 1 • The stormwater plan must be submitted by the developer to Brown's Creek Watershed District and approved prior to final plat approval by the City C Tree Preservation In order to determine the number of replacement trees, a canopy removal plan must be submitted This should be done well in advance of a final plat application, so that the appropriate tree protection and replacement plans can be submitted together with the final plat application materials The grades for Lots 6-11, Block 3 should be adjusted to save more trees along the proposed stormwater pond D Park and Trail Dedication The development plans include construction of a bituminous trail generally following the existing 72nd Street roadbed along Long Lake Sidewalks will also be constructed along each street These sidewalks will connect to the trail along the County Road to the trail along 72nd Street In addition to trails, the preliminary plat shows a passive park area in the southeast corner of the development The proposed lot of 15,391 square feet Before this plan is considered by the City Parks Board The total proposed land dedication would be 15,391 square feet Given the project's 2316 acres above the water level of the lake, a total of 2 32 acres of parkland could be required If all of Block 5 other than the existing homesite on Lots 2 and 3 is platted as unbuildable outlots, then there would be only 17 65 acres with a parkland requirement of 1 77 acres In either Legacy on Long Lake February 8 2007 Page 6 scenario, the 0 59 acre proposal would have to be increased to satisfy park dedication requirements A more likely scenario is that Lots 1-3 will be final platted as a single lot, and Lots 4-5 will be platted as another single lot In this scenario, 2316 acres would be developed and 2 32 acres of parkland would be needed Staff feels that a better parkland dedication package would be to make as much of the lakeshore public as possible However, the vast majority of the lakeshore is not being sold to the developers by the McKenzie and Meisterling families So, the developers can not include it in their park dedication proposal (See Exhibits C and D) Consequently, the McKenzies and Meisterlings would have to agree to allow part of their land to be dedicated as public along the lakeshore They have made it clear at the May 8, 2006 public hearing that they are not interested in giving up their lakeshore property At the very least, staff believes that the property on either side of the weir should be publicly owned to provide a potential site for a fishing pier and perhaps a spot to put in a canoe Moreover, since both the Meisterlings and the McKenzies will gain land unencumbered by the prescriptive easement for 72nd Street, it may be equitable to require more public lakeshore from them in return E Miscellaneous Slopes Along the lake bluff area, there is a ribbon of slopes in excess of 24% No development or vegetation removal is proposed in these bluff areas They should be protected with a conservation easement Fire Safety Deputy Fire Chief Tom Ballis has reviewed the preliminary plat and made specific comments about fire hydrant locations His comments will be made a condition of approval III VACATION OF 72ND STREET RIGHT-OF-WAY The developer has requested that excess right-of-way along 72nd Street be vacated Actually, since only a prescriptive easement exists, it would automatically disappear if the road is converted to a trail and a trail easement is filed in chain of title Legacy on Long Lake February 8 2007 Page 7 IV VARIANCE TO THE CITY'S MAXIMUM FENCE HEIGHT REQUIREMENTS A variance may be granted only when all of the following conditions are found 1 A hardship peculiar to the property, not created by any act of the owner, exists Personal, family or financial difficulties, loss of prospective profits and neighboring violations are not hardships justifying a variance The property is sirrular to other sites and developments in the area along 75th Street N The request to install a fence taller than 8 feet is not seen elsewhere along the corridor Financial justification for a variance is not sufficient grounds for granting a variance 2 A variance is necessary for the preservation and enjoyment of substantial property rights, and, if granted, would not constitute a special privilege not enjoyed by neighbors Without the approval of a variance the applicant could develop the proposed single-family development, if the plans for it are approved 3 The authorizing of the variance will not be of substantial detriment to adjacent property and will not materially impair the purpose and intent of this section or the public interest nor adversely affect the comprehensive plan The purpose and intent of this ordinance is to prevent obstructions that would impede clear vision along the roadway If an opaque fence is allowed to be installed this could effect the look and feel of the corridor Findings • That the hardship is not peculiar to the property • That a variance is not necessary for the preservation and enjoyment of substantial property rights possessed by other properties in the same district and in the same vicinity, and that a variance, if granted, would constitute a special privilege of the recipient not enjoyed by his neighbors • That the authorizing of the variance will be of substantial detriment to adjacent property Without a positive finding the variance request needs to be denied Legacy on Long Lake February 8 2007 Page 8 ALTERNATIVES The Planning Commission has several alternatives A Table Since the Minnesota DNR is still reviewing the PUD worksheet staff recommends that you table action of this request If the Planning Commission chooses to table the request it could be tabled until your March 12, 2007 The 60 day decision deadline for the request is March 18, 2007 B Approve in part Staff finds that the applicant has not provided sufficient justification for a variance to the fence height requirement and recommends the commission deny the request If the proposed rezonings, preliminary plat and Concept PUD are found to be acceptable to the Planning Commission, it should recommend approval those to the City Council with the following conditions 1 The site shall be developed in substantial conformance with the following plans on file with the Planning Department except as may be modified by the conditions herein • Preliminary Plat dated 2/7/2007 • Prelirrunary Grading & Erosion Control Plan dated 2/7/2007 2 The rezoning will not become effective until the applicants receive Final Plat and Final PUD plan approval from the City Council 3 Final engineering plans shall be found satisfactory to the City Engineer, or revised to his satisfaction The final plat application materials shall contain the engineering changes suggested in the attached memo from Shawn Sanders dated April 28, 2006, and the engineering changes suggested in the attached memo from Tom Ballis dated April 20, 2006 4 In order to determine the required number of replacement trees, a canopy removal plan must be submitted and found satisfactory by the Community Development Director This should be done well in advance of a final plat application, so that the appropriate tree protection and replacement plans can be submitted together with the final plat application package 5 A conservation easement in form and content found satisfactory to the City Attorney shall encumber the steep slopes facing Long Lake The easements shall be executed prior to release of the final plat from City offices 6 A trail easement in form and content found satisfactory to the City Attorney and the Public Works Director shall encumber the trail along Long Lake The easement shall be executed prior to release of the final plat from City Offices 7 With the final plat application, the proposed lots in Block 5 must be addressed One of the following options should be pursued by the developer a Final plat everything in Block 5 as an outlot (unbuildable until resubdivided) except the one home site on Lots 2-3 This will require Legacy on Long Lake February 8 2007 Page 9 park dedication on 17 65 acres of land When the outlots are replatted, they will be responsible for park dedication b Final plat all of Block 5 as lots This will require park dedication on all 2316 acres of land now This option could include any number of configurations for the five preliminary platted lots For example, Lots 1- 3 could be platted as a single lot Or they could be platted as two lots Lot 1, and a combination of Lots 2 and 3 (they could be replatted later if the current home and/or swimming pool are removed) 8 The Parks & Recreation Board shall make a recommendation on the park dedication prior to City Council consideration of the proposal 9 The City shall receive a letter from the Minnesota DNR approving the PUD worksheet prior to release of the final plat from City Offices C Approve in full If the proposed rezonings, preliminary plat, Concept PUD, and variance are found to be acceptable to the Planning Commission, it should recommend approval to the City Council with the following conditions 1 All of the conditions listed above in Alternative B 2 The fence along 75th Street North shall be no taller than 8 feet in height D Denial If the Planning Comrrussion finds that the development proposal is not advisable, it could recommend denial With a derual, the basis of the action should be given RECOMMENDATION The Minnesota DNR is still reviewing the applicant's PUD worksheet and has raised questions related to open space on the site Since this review could impact the layout of the development staff recommends that the Commission table action on the request until the DNR finishes their review cc Bob Weigert Pastor Huebscher The Meisterling Faintly The McKenzie Farruly attachments Location Map Zoning Map Ownership Map Exception area Developer s Narrative Memo from Shawn Sanders Memo from Tom Balhs Legacy on Long Lake February 8 2007 Page 10 Tree Protection Memo from Forester Prelmlinary Plat Preliminary Grading Plan Preliminary Utility Plan P A R A O U N T E N G I N E E R I N G& D E S I G N MEMO TO Bill Turnblad, Community Development Director FROM Bob Wiegert DATE February 7, 2007 RE Variance Request for Wall/Fence Height Legacy on Long Lake As you are aware the project is proposing a fence/wall along the north edge of the site adjacent to County Road 12 The City's ordinance allows for up to a six foot height The wall will function as a noise/screen wall and preserve the majonty of the existing trees that run east/west along the north property line The proposal may require up to an eight foot height to provide for noise mitigation The current proposal is for a wall with stucco surfacing The proposal is requesting a vanance to the six foot height 1440 Arcade Street • Suite 200 • St Paul Minnesota 55106 • 651 771 0544 • FAX 776 5591 Legacy on Long Lake Project Narrative The proposal consists of platting the four lot site into 50 lots The site is located at the far north end of Long Lake and east of the Liberty on the Lake development, The lots adjacent to the lake will all be greater than 20,000 SF The average lot size for the entire development is over 15,700 SF (see attached lot calculations) The "highlights" of the project include the following Enhancing the natural look of the north end of Long Lake by vacating the majority of existing 72°d Street This is the gravel surfaced roadway that runs east to west along the north shore of Long Lake The internal road system for the development will connect to existing 72' on both its east and west locations A bituminous trail will replace 72' and allow pedestrian travel along the north shore of the lake This new road system will not only be more esthetically pleasing, but also much safer for the entire community • A small parking lot and fishing pier are proposed adjacent to Long Lake and will connect to the bituminous trail Park land is proposed for Lot 9, Block 4 to preserve trees and the "natural look" for the north end of the lake This will be an interactive pier/park area designed to enhance the benefit of Long Lake for many years while preserving nature's open space A conservation easement can be dedicated to the City to include the area from the trail to the south plat line • The homes will be appealing in design and price point to ensure the City of Stillwater will be represented with dignity in their community This development will offer the convenience of an urban location with the beauty and benefit of the surrounding rural nature environment A church is located within walking distance as are nearby parks, schools, lakes and golf courses It will be beautifully landscaped and well lit including tasteful monument signs • Provide land for a small tot lot and trail access to Rutherford School The school has two playground areas and three ballfields which lie immediately adjacent to the project The proposed trail will connect to the school trail that circles the ballfields and provides pedestrian access to the school The projects internal sidewalk system will connect to all trails including CR 70's trail The CR 70 trail provides pedestrian access to Northland Park located about one -quarter mile east This park has tennis courts, a ballfield and a hockey rink • A total of 1104 significant trees were located on the site With the current design 69 percent of the significant trees will be preserved The great majority of these are evergreen trees that were planted by the current owners The perimeter trees and most trees located north of Long Lake will be preserved LegacyLongLakeNarrative Washington County May 19 2006 Bill Turnblad Community Development Director City of Stillwater 216 North Fourth Street Stillwater MN 55082 Department of Transportation and Physical Development Donald J Theisen P E Director/County Engineer Wayne H Sandberg P E Deputy Director/Ass t County Engineer LEGACY ON LONG LAKE PRELIMINARY PLAT, ADJACENT TO WASHINGTON COUNTY STATE AID HIGHWAY 12 (75TH STREET NORTH, CSAH 12, AKA WEST MYRTLE STREET) Dear Bill We have reviewed the drawings of the preliminary plat of Legacy on Long Lake and have the following comments ➢ The proposed street access to CSAH 12 opposite Minar Avenue North is acceptable Right of way along CSAH 12 is access -controlled A 60-foot wide opening in the access control exists to serve the existing Grace Baptist Church driveway That opening is between 933 74 and 993 74 feet east of the west property line of the church property It does not appear that the proposed street right of way exactly lines up with that opening We can work with the developers to verify that the right of way and opening do line up or to alter the opening to match the proposed right of way It appears that the proposed street does line up with Minar Avenue (since Minar is not shown on the developers drawings we ve had to scale the measurements off other drawings- we request that the location of Minar Avenue North be added to future drawings) ➢ A County access permit is required for the street access to CSAH 12 Since this will be a Stillwater city street the City should be the applicant If acceptable to the City the developers may apply on behalf of the City ➢ A center left -turn lane and an eastbound right -turn lane will be required The existing right -turn lane for Minar Avenue North must be retained We will work with the developers engineer and surveyor on the design of the turn lanes A left -turn lane for eastbound traffic to Minar Avenue should be provided as part of the construction Adding this second left -turn lane would amount to adding 300 feet to the widening required Washington County would contribute to the cost of that lane ➢ Washington County's policy is to assist local governments in promoting compatibility between land use and highways Residential uses located adjacent to highways often result in complaints about traffic noise Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA) the U S Department of Housing and Urban Development and the U S Department of Transportation Minnesota Rule 7030 0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where the establishment of the land use would result in violations of established noise standards Minnesota Statute 116 07 Subpart 2a exempts County Roads and County State Aid Highways from noise thresholds County policy regarding development adjacent to existing highways prohibits the expenditure of 11660 Myeron Road North Stillwater Minnesota 55082 9573 Phone 651-430 4300 Fax 651 430 4350 TTY 651 430 6246 www co washington mn us Equal Employment Opportunity / Affirmative Action highway funds for noise mitigation measures in such areas The developer should assess the noise situation and take any action outside of County right of way deemed necessary to minimize the impact of any highway noise Please contact me at 651-43004312 or by e-mail at joe luxRco washinqton mn us if you have questions or comments Sincerely Joseph Lux Senior Transportation Planner C Mike Welling County Surveyor Robert Wiegert Paramount Engineering and Design Dan Thurmes Cornerstone Land Surveying Inc N \WORD\Plat Review Stillwater\Legacy on Long lake CSAH 12 doc To Bill Turnblad, Community Development Director Page 1 of 1 Bill Turnblad From Shawn Sanders Sent Friday April 28 2006 4 05 PM To Bill Turnblad Subject Legacy on Long Lake To Bill Turnblad, Community Development Director From Shawn Sanders, Intenm Public Works Director Date April 24, 2006 RE Legacy on Long Lake The Engmeenng department has reviewed the proposed plan and have the following comments 1 Dedicate land to the city for future well site- (Minimum 110" X 110' and not within the nght-of — way) 2 72nd Street should be aligned as the thru street through the development 72nd 3 Street should be paved 600 feet to the east to Mid Oaks Avenue 4 Provide two access points to the pond and located within an Outlot 5 The future cul-de-sac should be constructed with utilities installed including the street One lot should be platted with the remaimng area dedicated as an outlot 6 Street Grades shall not be more than 8 00% 7 Impact fees shall be paid pnor construction 8 Stormwater plan should be submitted for approval to Browns Creek Watershed District 9 Impact fees shall be paid pnor construction 10 Grading Limits and tree protection/impacts should be defined 11 Park dedication does meet the requirement for an active park 12 The proposed trail on 72nd Street should include some type of water quality treatment on the north side, draining into Pond 2 13 Show a trail that connects to the parking lot 14 Grades should be adjusted to save more trees along the pond lots 6-11 15 Show proposed grades, house pad elevations on all custom lots 16 Submit plans to Washington County for comments 17 No runoff form the site shall drain into the Liberty development or Rutherford School 18 Ponds shall be platted in outlots that are owned by the HOA 19 MR 12 is too shallow Consider lowering the grade on the sewer to 0 4% to get a deeper manhole 5/4/2006 Memo Page 1 of 1 Bill Turnblad From Tom Ballis Sent Thursday April 20 2006 11 46 AM To Bill Turnblad Cc Stuart Glaser Subject Legacy of Long lake Memo To Bill Turnblad From Tom Ballis, Deputy Fire Chief Date 4/20/06 Subject Legacy on Long Lake After reviewing the preliminary plat for Legacy on Long Lake I have found a few three items for correction 1 Road width of 30' throughout development looks good with the exception to be were it will meet up with 72nd Street It appears to funnel down in both the southwest corner by lot 11, block 2 and again by the park m block 4 m the southeast corner of the development 2 Relocate fire hydrant located in block 4, park area south on 72nd approx 150' 3 Install new hydrant in area of block 4, lot 6 or adjacent corner Items two and three are not mandatory by Minnesota State Fire Code and already fall within the mimmum requirements It would be beneficial to relocate and add a hydrant for fire department operations Any questions or concerns please contact me 4/24/2006 To Bill Turnblad Community Devel Dir Planning Comm City Council City of Stillwater From Katharine D Widin, Ph D, Forestry Consultant City of Stillwater (651)430-8765 (vm) Re Legacy On Long Lake (Development Plans re Tree Removal/Preservation) 4/27/06 I have reviewed the Tree Preservation Plans (1 &2) Tree Tabulation Table (dated 4/8/06), and the Grading Plan for the proposed development of Legacy On Long Lake I have also visited the site to look at the trees I have the following comments/recommendations regarding this plan and submittals for the proposed development Tree Protection Ordinance (#891 3/21/00) — This ordinance requires that the maximum number of trees be preserved during development Several required submittals which were not included are a A tree protection plan which also lists measures to be taken to protect significant trees during development (please refer to the Tree Protection Standards of the City of Stillwater, available from the Community Development Director) b A calculation of existing canopy cover and acreage or percentage of canopy cover to be removed in process of development (both for construction of improvements and building pads on pnvate lots (estimate)) c Tree Replacement Plan 1 Tree removal for subdivision improvements requires a replacement of 10 trees/acre of removal of canopy cover 2 Pnvate development on building lots which removes canopy cover more than 35% will require tree replacement on a one -for -one basis 3 Replacement trees are in addition to any other trees required to be planted in accordance with any other City planning subdivision requirements 4 Replacement trees should be planted on the development site according to an overall project tree replacement plan, or a fee, in lieu of planting, based on the retail costs of 2 in diameter deciduous trees, may be paid to the City for re -planting elsewhere within the City of Stillwater 5 please see the Tree Protection Ordinance for specifications for the Tree Replacement Plan This plan may be the same as `d' below Legacy on Long Lake 4/27/06 - 2 d A tree planting or landscape plan (please refer to the Subdivision Ordinance for the City of Stillwater regarding what should be included in the plan) Tree Preservation Plan and Tree List The plan and list reflect tree location, species and size on site In most cases, roadways and other improvements are in areas of smaller, less valuable tree species The designation of trees to be removed on the plan and list, reflects the impacts of roadways, including proposed grading Looking at the grading plan, I would expect that a few more trees might be lost due to encroachment on root systems in areas such as the south end of the proposed park, and around Pond #2 The plan and list do not reflect the trees to be removed during the course of building on individual lots As noted in the plans submitted, the specific trees to be removed will be indicated on the tree preservation plans for individual lots which will be submitted to the City by builders pnor to home building Oak Wilt I saw no evidence of current oak wilt infection centers on the property during my recent visit Areas where oaks exist on he property should probably be re -inspected in July or August of this year to look for signs of infection Care should be taken to not wound or prune oaks from Apnl to October m order to prevent insect transmission of the oak wilt fungus to healthy trees If any oaks are pruned or wounded dunng this susceptible penod, the wounds should be painted immediately with spray paint, latex house paint or varnish If oaks are felled between April and October, and the stumps are to be left on site for more than a week, the cut stump surfaces should also be painted Additional Comments/Questions Is the park proposed for the SW corner of the site near Long Lake meant to be active or passive? Are any structures proposed for the park which would require removal of significant trees? There are some larger oaks on this area of the property and protection of these trees should be a priority during construction of any park improvements There are large oaks along the W and NW boundaries of the site and in a few areas on the existing home site in Block 5 Plans show these trees to be retained Protection of these trees should be a pnonty dunng pnvate construction on those lots Is it planned that there will be site reviews with builders on wooded lots prior to building to discuss home and driveway placement and procedures for mitigating construction damage to trees which are to be preserved Please contact me if you have any questions regarding my review of this proposed development t onnnnrac. I t .:. •r n cr I ty „ nr r• Exhibit B Legacy on Long Lake Zoning Map Tonng Dcstncts AGRICULTURE BUSINESS PARK COMMERCIAL BUSINESS PARK INDUSTRIAL BUSINESS PARK OFFICE GENERAL COMMERCIAL . _ BUSINESS DISTRCT coR GENERAL HEAVY INDUSTRY ISLE PUBLIC ADMINSTR TIVE OFFICES ONE FAMILY . RAI TWO FAMILY HIGH DENSITY FAMILY MEDIUM DENSITY FAMILY POTENTIAL RIGHT -OF -WAY WATER COTTAGE RESIDENTIAL TRADITIONAL RESIDENT IA ILA .LS++ORERESIDENTIAL VILLAGE COMMERCIAL TOWN HOUSE PUBIC: WORKS FACILITY COVE TOWNHOUSE RESIDENTIAL COVE COTTAGE RE&OENTIAL COVE TRAOITIONAL RESIDENTIAL • ate Legacy on Long Lake Ownership Map Community De.elooment Deoanment I Property tines Weir N 72nd Street surface Surface water Huebscher property - Grace Baptist Church property 111111 Meisterling property McKenzie property DNR property f11 Burns property Exhibit C boundary of area that was not sold to develo. -rs ity of Community Development Department Exception area Exhibit D Elevation contours No development rights Property lines Weir 72nd Street surface Surface water j Huebscher property 111111 Grace Baptist Church property MI Meisterling property McKenzie property DNR property Burns property T r • 721.0D STREET N. -r IMVAOW (GSAH.12) NOKON ESTATES 1 NITMZJ L/V ,A,MLAp JSUEMI HMOOTA 75TH STREET NORM l COO;RMIFS LONG LAKE ° O ° / °° 0 SCALE Y = 100' GRAPHIC SCALE SHEET INDEX 1 COVER SHEET 8 TREE PRESERVATION PLAN NO1 2 EXISTING CONDITIONS 9 TREE PRESERVATION PLAN NO2 3 PRELIMINARY PLAT 10 TREE TABLE 4 GRADING PLAN NO1 11 SLOPE ANALYSIS PLAN 5 GRADING PLAN NO.2 6 SANITARY do WATER PLAN 7 STORM SEWER PLAN CITY SUBMITTAL FOR REVIEW ONLY a" z 0 W 0 0 cn r- 1 3' 4 '6 76 4I m 1 I I !n ( \ DS �6 0) '75 67 A6 S01 04 43 E 326 61 326 58 289 04 \V3 CALL BEFORE YOU DIG TWI CRY EA 651-45 0002 TOLL FREE 1 800 252 1 66 0113 CALL LEGEND I 904 55\ s SISz 05 '� 1 t j3 D@ N aE OF W / OF 5E / O l I I / OF 5EC 30 30N 203, El so P DENOTES FOUND MONUMENT GAS METER1 O DENOTES SET MONUMENT .., GAS VALVE 15 _y 1 i I2 y 9 WATER VALVES — ELECTRIC UNE u. l HYDRANTTELEPHONE ONE I In t SS 00 CATCH BASIN/STORM MH"..toFIBER OPTIC UNE ✓irk USA p CULVERT/F E S WATER LINE I S 18 O SANITARY MANHOLE STORM SEWER UNE a j/ B CLEAN OUT SANITARY SEWER UNE '11 d B SIGN CHAINUNK FENCE ak UTILITY POLE CURB y} ( Y '� 0' UGHT POLE r 1 CONCRETE e l 1 1 �JB v HAND HOLE m 0 ue 1 1+ w 3. 0 TELE/ELEC BOX 3 EXISTING ELEVATION �/ y S v 0 STORM MANHOLE t1L TREE iI COLUMN ♦I 2f6 �--� SHRUB _` I eQ 1 +a .eilyT @ ti- aLO a 4 .0 p`i �j.1'1 �ta�� 8 / 4 O ,\., 0 A6 66 47 hJ / O .�4 } , r N00 56 35 E 488 11 orb\ $ om '% _ 1 ma 1* - p Q. 5) L13 e8 aM1 ry 72 2 — _„_ a--' �ON] I �O e -! ``'2'I m"ctJ l,,,,______,AC o I / iv.,,..„ 1 1 W 0 '0 /2 0 5E / OF SEC 30 30N 4 20W h tur - p0 l / 0 1 995 95 / / -I Nol osa3 w 1 1284 ss1 1 \ I (\ me �� I I/ 2 ¢\ J / imm ° I 22 n I /\ w�zl wa, \y1 I l 5q\ I t 36q X/ \ a I / i a. 1 1 / I \ I SE TC 501 04 43 E 996 27 00 0 y\ 6 f \Y. \ E / C0R E OF SEC 30 30.1 4 20W W / rE OF SEC 30 30N R 203/ 16 �\\` t Fp \ a ee6 '1 k ti tl6 t 14 • et V" ry Y un r"'+l N89 46 15 E �3 t6 H^ 5o 'Y 0o 5 W EXISTING LEGAL DESCRIPTIONS UEBSCHER PROPERTY (Ab N Th no h 326 58 f I h W 682 6 fen !the Nor h all (the South Qua (Sect 30 Town hip 30 h R ge 20 W 1. 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EXCEPT th d with I h 1 How g d lb d 1 Tha I h W N I( ! h S has flu I sect 30 Town h p 30 N h R ge 20 W W h gt C ryM is tad bed as ( (lows C ram g h rth I h Southwy Q 1 be Southey Qua 1 Sect 30 Town h p 30 N N Aa g 20 W W h g C ryM re Th MINN as I !ere hw Q f h 5 hey Q f d Se on 30 d la of 33 lee h 1 I the Eas Wes cvernsh p Road 88 d g 0 m 5 ec nd W 550 fee 1 ng • I I dTown h R d ndthe e. mitbeeolNenc OREVISIONS h 33 fee h h 1 I h Southwe Quart ( the 5 h Q f d 5 2 30 h northeas co ne I N 5 hwe Q ( h 5 h Q f Md Seca 30 and N DATE REV15 0 m ng MEISTERUNC PROPERTY (Ab 50 Th W 8 90 ( ( h h II I N 5ouchea3 Qua Khan 30 Tow h p 30 writ Rs g 30 Wes W h g C ry M es h h I h h 326 58 fee I aid 5oothea3 Qu NOTE M NERAL R GHTS HAVE BEEN BRAD BY THE 5T TE 0 M N ESOT OVER LL THREE ARCELS AREA T I A 1 105 755 SQ FT 25 38 ACRES UTILITY INFORMATION THE UTILITIES SHOWN HEREON WERE FIELD LOCATE PER VISIBLE STRUCTURES WHERE POSSIBLE ELECTRONIC PLAN DATA FROM THE CITY OF STILLWATER WAS USED TO SHOW ADDITIONAL UNDERGROUND UTILITIES BENCHMARKS PROJECT BENCHMARK TOP NUT HYDRANT ON N SIDE OF 72ND STREET NORTH AT SW CORNER OF SITE ELEVATION 93213 FLOOD INFORMATION BY GRAPHIC PLOTTING ONLY THE PORTION OF THIS PARCEL LYING NORTH OF 72ND STREET NORTH IS IN ZONE C OF THE FLOOD INSURANCE RATE MAP COMMUNITY NO 270499 0040B WHICH BEARS A DATE OF MAY 17 1982 FT APPEARS THAT MOST OF THE PROPERTY LYING SOUTH OF 72ND STREET NORTH IS IN ZONE A OF THE SAME MAP SURVEY NOTES THE WEST UNE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30 TOWNSHIP 30 RANGE 20 IS ASSUMED TO BEAR N01 04 43'W SURVEY BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM 2 TOPOGRAPHIC FEATURES WERE SHOT TO THE BEST OF OUR ABILITY FINAL INSPECTION OF THE SITE WAS DONE UNDER SNOW AND ICE CONDITIONS PROHIBITING THE VISIBILITY OF SURFACE MARKINGS SUCH AS PAINT STRIPE STRUCTURE INVERTS AND OTHER BURIED FEATURES it!IIJIIunI IIIUIp, lll�l 1 V l' 0 60 120 711.-J NORTH SCALE 1 INCH = 60 FEET 3 306 3 23 06 1 5 07 ITY O F STI L LW ATER CONTACT Bob Weigert 1440 Arcade Street Su to 200 St Paul MN 55106 Phone (651) 771 0544 Fax (479) 273 0844 VICINITY MAP CITY OF SILLY, felt FME90TA COUNTY WAS 1-11 NGTONJ coIL1 rJ—• CERTIFICATION I h by I h hp w reps d by m d my d rvd h I m d 1 U sed Lad 5 rveyo d 61,. 1 h f MI ESDTA D I�m RRgg N 25718 0 3306 OR CI AL SURVEY ADD TREES 5 Of 72ND ADD TREES 5 OFF PROP PROJECT LOCATION 12525 75th St N P I D #3003020420002 12620 72ND ST N P I D #3003020420004 12550 72ND ST N P I D 4/3003020420003 Stillwater Minnesota S d #B100 200E Ch 1 ut Street St llwate MN 55082 Pho a 651 275 8969 F. 651 275 8976 dllc Is@ m0leod sa net CORNERSTONE LAND SURVEYING INC FILE N ME PROJECT NO SURVPEO3 PE06003 BOUNDARY & TOPOGRAPHY SURVEY SHEET 2 N 9090 h N81 50 40 E 99 5 N IM 1 96 6 (99 8 6 273 86 96 AS EDGE. 0 0 707 OU5 98 2 N �� :6_ - --• LCE55 11 � \ O 6 eo ro 1 O tSl \ \\ N.I �' \\N 5 C /) Ciy I 6 70 ro f u\ \ m 0 N8157 40 E . 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A oo N a O Z D a Om zn nn D� m0 z scar:r=SO' 50 0 SO GRAPHIC SCALE LEGEND 100 150 I- I NOTES 918 ---- EXISTING CONTOURS '3Y0 NEW CONTOURS NEW SPOT ELEVATIONS 97 95 L TREE PRESERVATION PLANS FOR CUSTOM GRADED LOTS SHALL BE SUBMRrED WHEN THE HOUSE IS TO BE CONSTRUCTED Mm SHALL BE SUBMITTED BY THE HOME BUILDING CONTRACTOR CITY SUBMITTAL FOR REVIEW ONLY O r 8 gi z 0 n. • 0 Z 0 0 ♦ cn z W x ROAD A OUTLOT C MINAR AVE N x 4 r 9 i3 a / ee \V� \ BL /r E-----f EC _ I" 12ND STREET N >2" I 1-ko/J Br19 TNH 93213 1\ g \ I \ 2 5 CK; 2 ' V 970 --O !j 4 jD T T. 20, r /\_, l`'' -____/_ I .L._-1 �:.:'J-. -1 _ '''"_-J- / / ci/�ki ;A/a 5 m� /' 41( 2 /' xx �' [' ! ei / // J/ % / . ///0-( ' �Y \ c POI6�OZ _ if /'A'/AJX '/I/`r - )/ '�� Lice\,sr--r. \ _ / LJ !�Jam/ -'.J eM� 3J f � sxst r .s. / 7' T /f 'G"._ -- 1 'at \ 1 / \4 J /\ JACKSON ES TA TES Iseev a rms ETD 37 R CVID CURD a CUTTER TR41SMON TO 7777 ROAD 0ST14 NO CURD AT BR® OP WALL 00 MAINTAINING MP WIDTH TO PEET METING PAVEMENT TO 114E EAST LONG LAKE ICE ELEVATIOV.E}lpLRT 7006 ELEVATION e05.6 0149.031.0 (P'15a DER LAO3PDER1 111.45107 vw MAL . WIW PPOQUM MG TIMILD i F + 3 I 259 253,1 /5.33 75'1 F 759 259 L---x-J 1r95 ? —k r- '-� \,Z c 1 eter / / / / 9 1 II 9 v CV 33 95 (d 83'5P.03 r-. ly \ 38Tbv IW �Tb a9A 00y PATCH LEE ME I } _ ��$4 - 1� �ZL �. }r J� .� — — — — — — — \� tt f 12ND STREET N SCALE T • SO 50 0 �1 l ! t i) -I -- 750 . i 100 150 CRAPNIC SCALE LEGEND NOTES 220 9795 EXISTING CONTOURS NEW CONTOURS NEW SPOT ELEVATIONS DESIGNATED FUTURE CUSTOM LOTS L TREE PRESERVATION PLANS FOR CUSTOM GRADED LOTS SFWLL BE SUBMITTED WHEN THE HOUSE IS TO BE CONSTRUCTED AND SHALL BE SUBMITTED BY THE HOME BUILDING CONTRACTOR 2. TRIO STREET TO DE PAVED !ECM THE ETC OP THE EXI6TNG D711.011N0128 ON TIE EAST TO REA_GPED TEND STREET ON TlE OE6T SAME ALIC1PETR 46 Dll619 G GRAVEL WILL DE POI -LOWED A TTPICAL ROAD 9ECTID4 00 0E4R CORES 7 y 15rnr+Noue 1544E b AGGREGATE 644E I / COCNRANE'S LONG LAKE CITY SUBMITTAL FOR REVIEW ONLY a p w 11 a4 z 0 1 a U —J W 0 z 11 • /r \ \ �.''� 1 "�\---'/ I__I \\il\ aV �1 I -- 1 I 1 I L IEERWY &J LACE f n4 ADD I I- w s 88 ni 34 1 1 I \ II I 11 III I 1 I 1 11 II 1 1 1 I I I 1\\\II �'11 II III�1\i i1 Ili: i 1 1 3� �� 111 IIe. ' c I D \\\il ill 1 1 II I 11 `'I L---�—� '1 1 II 1 ^II I III II1 1j11 I 11111 11 Ili __--r— 1 III` 111 'lll ;1 1111.� II11 1 ,1 IIU II 1 \1I 11 I Ilp 11 1 1111 1 1 jl1 j 1 1I I I1 i1 I 1 tP 1-1INAR VEK 14 1 p II I II 1 I I SHEET NO 6 SANITARY SEWER 4 WATER PLAN LEGACY ON LONG LAKE STELWATER. MNNESOTA OWNER/DEVELOPIR ELITE DEVELOPMENT 3033 E CCELSIOR BOULEVARD SUITE 305 MINEAPOUS, MINNESOTA 55416 PARA AAOUNT ENGINEERING 8t DESIGN 1440 ARCADE STNffT SUITE MO ST PAUL, MNNESOTA FAX (650 7765591 (650 7710544 DATE 4.8.Or DRAIN BY eew CHICEID BY s PCB 7 1-01 CITY COFFEHIS I ID-01 RHYMED MYTirtTAL. CERTIFICATION 1 HEREBY CERTITT THAT THIS PUN TAB PREPARED 8Y 11E DR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL CIVIL E RODE= UNDER THE LA118 OY THE STATE OF ODLf8.VOT< @G Na DATE P Y 6 0 m D 1= 11 0 z 0 •I1 To z r icq 90 • o9_ 10 I` \ u 6 4 Vie/ I g$$JrP \ . I 1 I KIP LIBERTY !J tNE LAKE iTN ADDI Y� II 8 v 0 asks Y • INFILTRATION 8A0 PI EL SOD 43 5 111 00 00 I ` • ■ A II 11 III 1 r& _S —8 4 MINA— AYE N. SHEET NO 7 STORM SEWER PLAN LEGACY ON LONG LAKE STILWAYM. ANWNOTA ELITE DEVELOPMENT 3033 D(CELSIOR BOULEVARD SUITE 305 MINEAPOUS, MINNESOTA 55416 PARA SOU NT ENGINEERING 8. 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MINNBOTA OW RRUDEVELOPef ELITE DEVELOPMET 1®®a111a Clan meawas,ameascrums PARAMOUNT ENGINEERING 8t DESIGN 1440 ARCADE STREET SURE 200 ST PAIR, MINNESOTA FAX ((513 7/65591 (0 7714544 • DATE A-0-EW ORATE BY GEE CHEMED BY PASS CERTIFICATION 1 HEREBY CERTIFY THAT THIS PLAN BIT PREPARED BY 16 OR UNDER HY DIRECT SUPERVISION AND THAT 1 AN A DULY LICENSED PROFESSIONAL MIL E70DR66B UNDER TSB LAWS OF THE STATE OF IENERYTA. lB 8T BUL/ ago ROBERT II= 15284 REG NO DATE � 1411 \ \ L1BERrr c Y H: LAKE 1,77-1 ADD L Q: { \ I \4 el \ + 1 \ � I II L I \ se a 1 \ `I \ L_y J / / / / / / / / / / / / / \ 0 L Q as aas J tn m 0 DOR AVE' 4. O 1 pal,-- ti SHEET NO 11 SLOPE ANALYSIS PLAN LEGACY ON LONG LAKE 5f11LWATFA, MNNESOrA Qyarma ELITE DEVELOPMENT 3033 EXCELSIOR BOULEVARD SUITE 305 MINEAPOUS, MINNESOTA 55416 PARA 4OUNT ENGINEERING & DESIGN 1440 ARCADE SRO SURE 200 ST PAUI, AMNNESOTA FAX (659 7764591 (651) 7714544 DATE A.0-01 DRAM ITT aem c1cEED FT ROIJ 1-01 C TT 010'BTTAL CERTIFICATION I HST CERTOT THAT T® PLAN TAB FR>@ARED BY WE DR UNDER NY DIRECT SUPERVISION AND THAT I All A DULY LICENSED FRO7L7e91ONAL CIVIL ID1RDNEER UNDER THE 11TB OF THE BTATE Or e@QOBOTA 4•441.feZa RORERT 1I80 18284 DEC NO. 2 1-01 DAIS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PARA SOU NT • ENGINEERING 8z. LDESIGN • • LEGACY ON LONG LAKE ELITE DVELOPmENT' LAKE CALHOUN OFFICE CENTER 3033 EXCELSIOR BLVD. - SUITE 305 MINNEAPOLIS, MINNESOTA 55416 • • • Existing Conditions • • The existing 25 acre site lies north of Long Lake, east of the • Liberty on the Lake development and Rutherford • Elementary School. To the east lies Jackson Wildlife • Management Area (DNR). The site is currently occupied by three houses. The current zoning is AP - Agricultural • Preserve. The Comprehensive Land Use Plan has guided • the property SFSL - Single Family Small Lot. • • • • • • • • • • • • • • • • • • • • • • • A city gravel road called 72nd Street runs east/west along the very southerly portion of the site adjacent to Long Lake. Approximately 1100 trees exist on the site. The great majority are evergreen trees planted by the three owners. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Master Planning Principles Preserve and protect natural resources Adhere to city zoning requirements Delineate large lots (LR) adjacent to Long Lake Enhance the "natural look" of the north end of Long Lake by relocating 72nd Street and preserving the great majority of the trees adjacent to the lake Provide for pedestrian travel through and within the project Adhere to Brown's Creek Watershed stringent requirements Provide for some on -site recreation opportunities r- < Phase I 1996 Phase II 1999 Phase IV 2015 Phase 1996 7 A A A'' A A A A A A A A A A A A A. A A A A A' A A A A A h1' A�A A A A AlA A A A A A A A . h h A A A A A A A+ A .I A 4 L k - Z77\1 City of Proposed Land Use Proposed Land Use (City): Residential: i-1 SPLL - Single Family large Lot (—J SFSL - Shade Family Small Lot ASP - Mashed Single Family Mi MF-MWtr-PmtiN G...dal: enn CN - Neighborhood COevmc W - CC - Community Commensal Badness Park: - BPC - Business Park Com ocial MN BPO - Business Park Office ▪ Ab - Administrative I Office 0 ''1 BPI - Business Park Industrial 1113P - Research & Development Park lm todonal: MN SS - Secondary School Rtaitl ES El so -sissy School — CEM - Calvary Pdbile: PM - Manna - PN • Neighborhood Park EI PC - Commmhy Park MN PG - Golf Course EL.; Water Wetland Ara OPS • Open Space • 1 RAIL -Raihnad 1 ROW- Righaof-Wry Acres: Percent: 1,236.37 26.88% 727A9 15.82% 7533 0.99% 64.65 IA1% 13.73 0.30% 44.09 0.96% 141.66 3.08% 23.95 0.52% 45.61 0.99% 11831 2.57% 28.07 0.61% 43.96 0.96% 51.90 1.13% 3&77 0.84% 14.00 0.30% 9339 2.03% 28.82 0.63% 301.15 6.55% 61083 13.28% 60.52 1.32% 101.41 2.20% 29.74 0.65% 70530 15.34% TOTAL: 4,59925 100.00% Section Lines 10, City Limits Railroad Streams ••••••••••••••••••••••••••••••••• Proposal Provide an Association single family neighborhood. The conveyances will describe what can be installed/built outside the building envelope and many further rights/restrictions. Developing the three lots into 50 buildable lots. The lots adjacent to Long Lake will be greater than 20,000 SF. The remaining lots will average over 10,000 SF. Enhance the natural look from Long Lake by vacating the majority of 72nd Street. The internal road system for the development will connect to existing 72nd on both its east and west locations. A bituminous trail will replace 72nd and allow pedestrian travel along the north end of the lake and also connect to the internal sidewalk system. A small outlot (to be dedicated to the City) is proposed along the north end of the lake to preserve trees and the natural look from the lake. In addition the only trees to be removed in this area is for the relocation of 72nd Street. Provide for a small community swimming pool and hard court. The pool would be limited in depth and have a sheltered area for the enjoyment of the residents and their guests. Construct a concrete/stucco noise wall adjacent to CR 12 right-of-way. The intent is to preserve the existing trees located along the north property boundary. The majority of the significant trees located on the site will not be removed with the development. The site was reviewed in the field by the City's Forestry consultant. She desired that the larger trees located along the perimeter be preserved. Planning Commission DATE February 8, 2007 APPLICANT Washington County CASE NO 07-10 REQUESTS PUD Amendment for the Washington County Government Center LOCATION 14949 62nd Street North COMPREHENSIVE PLAN DISTRICT A/O - Administrative Office ZONING PA - Public Administrative Offices CPC DATE February 12, 2007 REVIEWERS Public Works Director, Community Development Director, Fire Chief, Interim Police Chief PREPARED BY Michel Pogge, City Planner, 77 DISCUSSION Washington County is seeking approval of an amendment to their existing PUD in order to construct an expansion to the government center The site is zoned PA, Public Administrative Offices District and as government administrative offices is a permitted use The planned expansion includes a three-story, 70,000 S F addition on top of the administrative portion of the existing Law Enforcement Center (for a total of five -stones), a five -story, 120,000 S F courts addition between the existing Law Enforcement Center and existing courts building, and a remodeling of the existing court building with minor additions for a new entry configuration and elevator, totaling less than 10,000 S F Since the buildings will be taller than 40 feet in height a PUD amendment is required Construction of building expansions is expected to begin on -site in late summer of 2007 and extend for 18 to 24 months Remodeling of the existing courts building will then occur and will extend for 12 to 18 months It is anticipated that once completed the facility will have space to accommodate projected growth in County operations at the Government Center until 2025 Some of the intenor space in the building will remain in a shell state until the space in needed by the County 14949 62nd Street North Page 2 SPECIFIC REQUEST In order to begin the expansion project Washington County is requesting an amendment to their current Planned Urut Development EVALUATION OF REQUEST Nezghborhood Land Use Existing and planned land uses in the neighborhood are as follows North Church (City of Stillwater) South State Highway 36 East Single Family (City of Oak Park Heights) West Multi -Family and Church (City of Oak Park Heights) Land Use Compatzbtlzty One of the principle issues to be considered for a PUD request is whether the proposal is compatible with existing and planned uses within the surrounding neighborhood The surrounding neighborhood is primarily developed The surrounding area is primarily Church and Multi -Family uses with the exception of the seven single-family homes directly east of the government center site Vehicular access to the site will continue to be primarily from 62nd Street N and Oxboro Ave N at the northwest corner of the site Traffic impacts to the single-family residential homes to the east will be minimal Since the proposed PUD is a continuation of the use previously approved by the City, staff finds the proposed PUD amendment to be compatible Parking - Currently the site has 919 off-street parking spaces Additionally the site has 89 on street parking spaces around the perimeter of the site and 55 overflow spaces at an adjoining church for a total of 1,063 parking spaces Once the building expansion is completed and the building is fully occupied in 2025 a total of 489 additional off-street parking spaced will be needed In the parking analysis plan prepared by the County a total of 916 new off-street parking spaces could potentially be constructed on the site to support the government center Staff would recommend that the parking phasing plan show which parking lots will be constructed as various parts of the building are occupied The plan shall include an overall site plan for the entire government center showing the layout of each parking lot, location of the buildings, and pedestrian connections The new parking area south of 60th St N is proposed to be a construction staging area during the expansion construction project Once the project is completed the lot is proposed to be converted to a regular parking lot for use by the Government Center 14949 62nd Street North Page 3 Tree Protection - The City's tree protection ordinance is written to only apply to private development project and since this is not a private development project Washington County is not required to replace the trees that they disrupt as part of construction Today there are a number of developed trees along the southern property line just north of 60th Street North that provides a substantial buffer between this site and Highway 36 Staff recommends that these trees be saved The applicant should amend their tree protection plan (page #1 dated 11/30/2006) to call out that trees 13,14, and 93-103 shall be protected and not removed Prior to any site construction or tree removal a temporary protection fence and tree protection signs shall be installed Access to Parts from the LEC - In reviewing the conditions from previous PUD amendments one of the requirements was that no vehicular connection was to be made between the LEC and Paris Ave north to the east Today there is a gravel connection between these two points The reason for this connection was to limit the traffic impact of the LEC and government center on the single-farruly residential to the east Staff would suggest that either the connection be removed or that the drive be paved and a gate arm be installed with access be limited to the Sheriff's department in order to limit impacts to the adjoining residential neighborhood FINDINGS The proposed PUD amendment, as conditioned, will not be injurious to the neighborhood or otherwise detrimental to the public welfare and will be in harmony with the general purpose of the zoning ordinance RECOMMENDATION Staff recommends approval of the PUD amendment as conditioned CONDITIONS FOR APPROVAL 1 The project construction shall be in compliance with the plan date stamped January 19, 2007 on file in the Community Development Department 2 All minor modifications to the plans shall be approved in advance by the Community Development Director All major modifications shall be approved in advance by the Planning Commission Determination of the distinction between "major" and "minor" shall rest with the City Adrrunistrator 3 The trash enclosure shall be made of a sturdy solid masonry material, with trash receptacles screened from view and compatible with the color and materials of the project The location and screening of the trash enclosures shall be reviewed and found acceptable by the Community Development Director prior to issuance of a building permit 4 No roof equipment, including roof vents, shall be visible to the general public Any exterior mechanical units shall be fully screened The location and 14949 62nd Street North Page 4 screening of the equipment shall be reviewed and found acceptable by the Community Development Director prior to issuance of a building permit 5 Complete the two different tree protection plans developed for the site and submit revised plans to the Community Development Director for review and approval prior to issuance of a building permit Specifically the plans should show which trees are proposed to be removed 6 The applicant shall amend their tree protection plan (page #1 dated 11/30/2006) to call out that trees 13, 14, and 93-103 shall be protected and not removed Prior to any site construction or tree removal a temporary protection fence and tree protection signs shall be installed 7 All trees required to remain on site, as indicated on the plans, shall be protected by fencing or other necessary measures shall be taken to prevent damage during construction activity 8 All landscaping shall be installed before utility release or final project inspection 9 A new sign plan shall be submitted to the HPC for review and action prior to installation of any new signs The sign plan shall cover the entire complex, including both the existing and new buildings 10 Three copies of an overall and coordinated site plan for the entire government center showing the layout of each of the future parking lots, location of the buildings, and pedestrian connection shall be submitted to the Community Development Director for review and approval prior to issuance of a building permit 11 A parking lot phasing plan shall be submitted and found acceptable by the Community Development Director prior to issuance of a building permit 12 The Commuruty Development Director may require future parking lot construction earlier than indicated on the phasing plan if it is found that the situation warrants additional off-street parking spaces The decision to require the construction of a parking lot earlier than indicated on the phasing plan may be appealed to the Planning Commission 13 All utilities shall be completely screened from public view 14 A lighting plan showing the fixture type, height, location and exterior lighting intensity shall be submitted with building permit plans for Planning Director approval All lighting shall be directed away from the street and adjacent properties Light sources shall be shielded from direct view and protected form damage by vehicles 15 The home at 6065 Panama Ave N shall remain during site construction or the construction storage yard shall be screened from the property 15055 60th St N if 15055 60th St N is not owned by Washington County Screening requirements shall be determined by the Commuruty Development Director 16 Continuous concrete curbing shall be installed to separate parking areas from landscape areas 17 Handicapped parking spaces and signage, in compliance with State requirements, shall be shown on building permit plans and installed before final inspection of the project 14949 62nd Street North Page 5 18 The street address of the building shall be displayed in a location conspicuous from the public street 19 All gutters, downspouts, flashings, etc shall be painted to match the color of the adjacent surface 20 Construction projects shall conform to the City's Noise ordinance Construction during the dry season shall mitigate excess dust problems 21 The connection east of the parking ramp/LEC and connecting to Paris Ave N shall be removed or this drive shall be paved and a gate arm be installed with access be lirruted to the Sheriff's department This shall be done prior to issuance of a building permit Attachments Applicant's Form, Applicant's Narrative, and Site Plan PLANNING ADMINISTRATION APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 Case No Date Filed Fee Paid Receipt No ACTION REQUESTED Special/Conditional Use Permit Variance Resubdivision Subdivision* Comprehensive Plan Amendment* Zoning Amendment* Planning Unit Development * Certificate of Compliance *An escrow fee is also required to offset the costs of attorney and engineering fees The fees for requested action are attached to this application The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with anyappl►cat►on All support►ngmater►al (0 e , photos, sketches, etc) submitted with application becomes the propertyof the Cityof Stillwater Sixteen (16) copies of supporting material is required If appl►cat►on is submitted to the City Council, twelve (12) copies of supporting material is required A site plan showing drainage and setbacks is required with applications Any incomplete appl►cat►on or supporting material will delay the application process After Planning Commission approvals, there is a 10-day appeal period Once the 10-day appeal period has ended the applicant will receive a zoning use permit which must be signed and submitted to the City to obtain the required building permits PROPERTY IDENTIFICATION Address of Project \ het (o Z-S-- S l )� , Assessor s Parcel No 31030 ZO L{ y 0010 - / (o (GEO Code) Zoning District PA- Description of Protect ?uI ern E-►.I D rn Eel T Fa R- t x Pf}n15 t 0,../ of Tl1E wAs1-1-(ALrt0N, Cc) u t.1T\t 6-o\.L�NM6-kr C_L ncrC R. ( i pus 1 hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct / further certify I will comply with the permit if it is granted and used ' Property Owner Wpc51-hN&°-TDN COLi(4T1 Mailing Address 1 1 to in 0 My C KO IQ Kb K1 , City State Zip Sri L L \A1 Pc-relZ i M NI SS O ? 2_ Representative .O N T 1 C1 6 E-J Mailing Address S ,\--('`t L City State Zip S A, Kt b Telephone N. 51 - o - , • O Telephone No Signature / Signature (Signature is required) asv /02 S' Lot Size (dimegsions) x Land Area L 30 }4GY.E3 Sig SITE AND PROJECT DESCRIPTION Height of Buildings Stories Feet Principal Accessory ature is required) Total Building floor ar k:I 1e ECEIVg Existing square feet Proposed s ��QQr Paved Impervious Ar JAN Mr No of off street park' spaces feet COMMUNITY DEVELOPMENT DEPARTMENT H \mrnamara\cheila\PI ANAPP FRM June 9 2006 Ann Pung-Terwedo - Re Draft Narrative Campus From Wold Mail <mail@woldae com> To Ann Pung-Terwedo <Ann Pung-Terwedo@co Washington mn us> Date 1/26/2007 3 36 26 PM Subject Re Draft Narrative Campus Ann The description appears accurate and reads well from my perspective If you wish to add detail here is some we discussed earlier - Building mounted down lighting will be mounted above all main and emergency exists - Building heights are as follows (above sea level) Existing Government Center 968 00 Ft Existing Government Center Mechanical Rooms 980 00 Ft Existing LEC 938 00 Ft Existing LEC Mechanical Room 951 33 Ft Courts Addition 975 66 Ft Courts Additional Mechanical Rooms 994 66 Ft LEC Addition 953 33 Ft LEC Addition Mechanical Rooms 972 00 Ft Let me know if you need anything else Sincerely Joel Dunning Wold Architects and Engineers 305 St Peter Street St Paul Minnesota 55102 Phone 651 227 7773 Fax 651 223 5646 E-mail mail@woldae com Original Message From Ann Pung-Terwedo <Ann Pung-Terwedo@co washington mn us> To Amy Staudinger <Amy Staudinger@co washington mn us> Ted Schoenecker <Ted Schoenecker@co washington mn us> <mail@woldae com> Sent Friday January 26 2007 1 26 PM Subject Draft Narrative Campus > Comments'? Joel Dunning > Ann > Washingtonty u� Department of Transportation and Physical Development Donald J Theisen P E Director/County Engineer Wayne H Sandberg P E Deputy Director/Ass t County Engineer NARRATIVE WASHINGTON COUNTY GOVERNMENT CENTER PUD AMENDMENT PROJECT OVERVIEW Washington County is embarking on a facility expansion project to provide space to accommodate projected growth in County operations at the Government Center in Stillwater until 2025 The planned expansion includes a three-story 70 000 S F addition on top of the administrative portion of the existing Law Enforcement Center a tive-story 120,000 S F courts addition between the existing Law Enforcement Center and existing courts building, and a remodeling of the existing court building with minor additions for a new entry configuration and elevator totalling less than 10,000 S F All new construction is planned to match the exterior finish materials of the existing buildings on campus brick architectural precast prefinished metal flashing and air handling rooms, and aluminum windows Construction of building expansions is expected to begin on -site in late summer of 2007 and extend for 18 to 24 months Remodeling of the existing courts building will then occur and will extend for 12 to 18 months In order to facilitate the construction staging, a paved, temporary parking lot will be constructed in the area south of the Government Center This will require the removal of trees and top soil then regrading the site Every attempt will be made to not impact the existing row of trees along the north side of 60'h St (Highway 36 frontage road) A temporary storm water pond will also be constructed in this area to temporarily mitigate the storm water needs The purpose of the temporary lot will be to provide parking for construction vehicles and to provide an area for material and trailer storage It is expected that there will be approximately 18-20 tractor trailers located on the temporary parking lot during construction with additional room to accommodate approximately 140 vehicles When the 2025 Campus Improvements are complete, Washington County will remove the temporary parking lot and reconstruct the area to accommodate the proposed parking lot The construction of this proposed lot is the first step in addressing the overall parking needs for the future expansion of the Campus The plan will provide 265 parking spaces in six rows with two vehicular access points off Oxboro Avenue (one access directly into the parking lot and one access to be used as a service road) 11660 Myeron Road North Stillwater Minnesota 55082 9573 Phone 651 430 4300 • Fax 651 430 4350 • TTY 651 430 6246 www co Washington mn us Equal Employment Opportunity / Affirmative Action In order to promote pedestrian activities and connectivity around the campus a pedestrian trail and access plan has been prepared for the site This plan shows an approximate location for a sidewalk/trail that goes around the campus and the public and private access points to the different buildings located on the campus Lighting will be installed throughout the parking lot The lighting standards will be a maximum of 25 feet in height with the luminaires containing a cutoff which directs and cuts off the light at an angle (90) degrees or less All lighting requirements are a provision of the joint powers agreement which requires the lighting conditions to meet the requirements of the Oak Park Heights Zoning Ordinance A review of the ordinances shows that their regulations are more restrictive than the City of Stillwater s lighting regulations Stormwater management will be a critical piece to the Campus Improvement project The proposed plan includes construction of a series of stormwater ponds located in the southeast corner of the Government Center property In addition to these ponds and specific to the proposed parking lot, two large bio-retention areas (rain gardens) located in the southwest and southeast corners of the lot and a 36-inch pipe connecting the two gardens to the existing stormwater system that runs north -south along Panama Avenue will be constructed to mitigate the stormwater needs for the lot The proposed plan will meet the most stringent water quality and quantity requirements between the Middle St Croix Water Management Organization, the City of Stillwater, and the MPCA NPDES permit As part of the joint powers agreement, municipal water, sanitary sewer, and stormwater sewer service for the Campus will be provided by the City of Oak Park Heights Washington County has been and will continue to work with Oak Park Heights to mitigate any impacts to the existing utilities that will be affected With the work that is being conducted to construct the buildings the stormwater ponds, the temporary and proposed parking lots, and the relocation of utilities, existing trees will be removed from the campus property A Tree Protection plan will be prepared to identify the trees that will be removed for construction Landscaping plans will be included with the construction of the proposed parking lot stormwater ponds k t Washington =.�. County Department of Transportation and Physical Development Donald J Theisen PE Director/County Engineer Wayne H Sandberg P E Deputy Director/Ass t County Engineer CAMPUS 2025 PARKING NEEDS ANALYSIS and PLAN November, 2006 In 2007 Washington County will embark upon improvements to the Stillwater Campus This analysis and plan are to provide the blueprint for County parking improvements that will be needed as the Campus is expanded 1 0 CAMPUS 2025 IMPROVEMENTS BACKGROUND The attached project phasing diagram Campus 2025 Projects (attachment A) shows the phases that will add square footage to the Campus These are • Phase 2 — 3 story addition to the Law Enforcement Center (East Wing) o This addition includes room for staff expansion • Phase 3 — 5 story Courts building o This building will begin occupation in July 2009 The project includes shelling of 6 courtrooms for future growth The estimated new occupied gross square footage to 2025 Is shown below Year East Wing Courts Total 2010 60 000 75 000 135 000 2015 65 000 90 000 155 000 2020 70 000 105 000 175 000 2025 75 000 125 000 200 000 2 0 EXISTING CAMPUS SPACE The existing campus is approximately 447 000 square feet This includes • Current Courts Building 68 000 s f • Current Government Center 184 000 s f • Law Enforcement Center (including Jail) 195 000 s f 2 1 EXISTING PARKING SPACES The attached 2006 Existing Parking Spaces map (Attachment B) shows the current 1 008 spaces This does not include the 55 overflow spaces off -site available to the County The 1 008 parking spaces are derived from • On -street parking 89 spaces • Lot A — South lot 238 spaces • Lot B — North lot 195 spaces • Lot C — Parking Ramp 462 spaces • Lot D — Staff lot 24 spaces 11660 Myeron Road North Stillwater Minnesota 55082 9573 Phone 651 430 4300 Fax 651 430 4350 TTY 651 430 6246 www co washington mn us Equal Employment Opportunity / Affirmative Action l 3 0 PARKING SPACE NEEDS ASSUMPTIONS 3 0 1 Professional Office Spaces The City Zoning Code requires 1 stall per 300 SF of floor area for professional office uses This analysis reduces the gross square footage to a net square footage to reflect actual office space use A net to gross factor of 1 4 is used 3 0 2 County Courts The City Zoning Code requires 1 stall per 3 occupants for assembly spaces This analysis assumes Courts space equates to assembly spaces The analysis assumes 60 occupants per courtroom or 20 parking spaces The exception is the first floor high volume courtroom is projected to have 150 occupants or 50 parking spaces 3 1 PARKING SPACE NEEDS 3 1 1 Law Enforcement Center (East Wing) This building will include an arraignment courtroom and holding cells These functions have low parking demands The parking space need is being calculated as professional office space as a safety factor in the need Year Gross S F Net S F Spaces Needed 2010 60 000 42 900 143 2015 65 000 46 400 155 2020 70 000 50000 167 2025 75 000 53600 179 3 1 2 Courts Building This building has 4 floors of courtrooms and 1 floor for Judicial Offices The calculation below is separated to reflect this 3 1 2 A Judicial Offices Year Gross S F Net S F Spaces Needed 2010 15 000 10 700 36 2015 19 000 13 600 45 2020 22 000 15 700 52 2025 25 000 17 900 60 31 2 B Courtrooms Year Courtrooms Occupants Spaces Needed 2010 5 390 130 2015 7 510 170 2020 9 630 210 2025 11 750 250 2 k 3 2 SUMMARY OF PARKING SPACE NEEDS Year New Parking Spaces Needed 2010 309 2015 370 2020 429 2025 489 4 0 PARKING SPACES POTENTIAL The attached aerial map Parking Space Construction Plan (Attachment C) shows the County has the potential to construct 916 new parking spaces The additional spaces by parking are are Parking Area New Spaces Possible Lot E — South Border Lot 265 Lot F — Southeast Border Lot 134 Lot B — North Lot reconfigure 133 Lot G — Northeast Lot 170 Lot H — East Lot 54 Lot C - Parking Ramp — add 2/3 level 160 TOTAL NEW SPACES POSSIBLE 916 This overall analysis shows that the County has the ability to construct adequate parking with a significant safety margin of 2 1 (over 500 spaces) to the year 2025 3 4 1 PARKING SPACE PLAN The table below shows the proposed phasing for parking spaces to meet the projected needs The County is committed to providing adequate parking for its customers and staff If needs are generated sooner than projected parking space projects will be accelerated Year New Spaces Needed Parking Space Project New Spaces Provided Balance 2010 309 Construct South Lot — D and portion of Southeast Lot - E Lot D 265 Lot E 50 315 6 excess (315 total) 2015 370 Complete Southeast Lot - E 84 29 excess (399 total) 2020 429 North Lot reconfigure Lot - B 133 103 excess (532 total) 2025 489 None None 43 excess (532 total) These figures do not include the 55 overflow parking spaces available to the County off -site north of the Campus If additional parking is needed beyond the projects shown above the projected order for further improvements would be Construct Northeast Lot F 170 spaces Construct East Lot G 54 spaces Add 2/3 level to Parking ramp 160 spaces 5 0 COMPARISON OF CURRENT TO 2025 PARKING The current 447 000 s f campus is served by 1 008 parking spaces or 1 per 443 s f This plan shows that in 2025 the 647 000 s f campus will be served by 1 540 parking spaces or 1 per 420 s f This is a very comparable figure to the current space density This plan also shows there is potential to create 1 924 spaces resulting in 1 per 336 s f 6 0 CONCLUSION The County Campus has adequate area to provide the needed parking spaces upon opening of the 2025 campus Improvements and the gradual occupancy of these improvements The phased construction of parking spaces is in alignment with the County philosophy of building what we need now with a plan for the future 4 CAMPUS 2025 PROJECTS PHASE TIMEFRAME 1 Complete 2006 2 2007 - 2009 3 2007 - 2009 4 2007 - 2009 5 2009 - 2010 6 TBD Note: Phases 2 - 6 require further County Board approval. Washington . =County File: R:\OODesign\Deb\2025campus2.ai Date: March 6, 2006 Attachment A 2006 EXISTING PARKING SPACES AREA PARKING SPACES ON STREET PARKING 89 LOT A - SOUTH 238 LOT B - NORTH 195 LOT C - RAMP 462 LOT D - STAFF 24 TOTAL 1,008 Note: Overflow spaces of 55 not included. Washington File: R:100Design\Deb\Gov ctr parking.ai Date: October 26, 2006 Attachment B 2025 POSSIBLE NEW PARKING SPACES AREA PARKING SPACES LOT E - SOUTH EDGE 265 LOT F - SOUTHEAST 134 LOT B - NORTH 133 LOT G - NORTHEAST 170 LOT H - EAST 54 LOT C - RAMP 160 TOTAL 916 Washington .-= County File: R:100Design\Deb\Gov ctr parking2025.ai Date: November 8, 2006 -._-ram--- Lot B Reconfigured Lot E (265) Lot F (134) Attachment C Washington County MEMORANDUM To Bill Turnblad Community Development Director From Ann Pung-Terwedo, Senior Planner Subject 2025 PUD Amendment — The City of Stillwater Date January 19, 2007 Department of Transportation and Physical Development Survey and Land Management Donald J Theisen P E Director / County Engineer Michael J Welling PLS County Surveyor Enclosed are item that should be included in the PUD submittal package to the City of Stillwater These items include 1 Temporary Parking Lot Layout and Stormwater Calculations 2 Pedestrian Plan for the Government Center 3 30% Plan Set for the Proposed Storm Pipe Relocation and Stormwater Treatment Area 4 Tree Preservation Plan for the Proposed parking Lot Area 5 Lighting Layout and Photometrics There are a few other items that we will need to address which include 1 Tree Preservation Plan for the Campus (A plan has already been prepared and submitted to the City for the proposed parking lot area ) 2 Stormwater calculations for the entire campus area If you have any questions please let me now My phone number is 651-430-6715 APT/sfw Encl Government Center • 14949 62nd Street North — P 0 Box 6 Stillwater Minnesota 55082 0006 Phone 651 430 6875 • Fax 651 430 6888 • TTY 651 430 6246 www co washington mn us Equal Employment Opportunity / Affirmative Action ASHINGTON ONSERVAION iST Z' RI�C'I-' 1 i80 W FRONTAGF RD l I I G I-1 VV A\ 'y 3 0 STI L1 N1ATFR MN. 5:082 6 5 1 2 7N5 - 1 ] '3 c, IPHONEI 6 51 -275-1 25/1 f FAX ], W W W 1vtN WCD 0RG' Washington County Government Center - Temporary Parking Lots Existing and Proposed Off Site Discharge Comparison Existing Flow Rate in cubic feet per second (cfs) 24-Hour Storm Event Rate (cfs) 1S Rate (cfs) 2S Rate (cfs) 5S Total Rate (cfs) 2 Year (2 75 ) 0 27 0 06 0 17 0 50 10 Year (4 15 ) 1 47 0 31 0 78 2 56 100-Year (5 90 ) 3 68 0 74 1 82 6 24 Proposed Flow Rate in cubic feet per second (cfs) 24-Hour Storm Event Rate (cfs) 1S Rate (cfs) 2S Rate (cfs) 5S Rate (cfs) 2P Rate (cfs) 3P Total Rate (cfs) 2 Year (2 75 ) 0 00 0 00 0 00 0 03 0 03 0 06 10 Year (4 15 ) 0 00 0 00 0 00 0 57 0 39 0 96 100 Year (5 90 ) 0 00 0 00 0 00 3 61 2 54 615 Existing Volume Summary in cubic feet (cf) 24 Hour Storm Event Vol (cf) 1S Vol (cf) 2S Vol (cf) 5S Total Vol (cf) 2 Year (2 75 ) 2,118 260 320 2,698 10 Year (4 15 ) 6,848 840 1,680 9,368 100-Year (5 90 ) 14 921 1,830 3,660 20,411 Proposed Volume Summary infcubic feet (cf) 24-Hour Storm Event Vol (cf) 1S Vol (cf) 2S Vol (cf) 5S Vol (cf) 2P Vol (cf) 3P Total Vol (cf) 2 Year (2 75 ) 0 00 0 00 0 00 520 720 1,240 10 Year (4 15 ) 0 00 0 00 0 00 11 177 4 665 15,842 100-Year (5 90 ) 0 00 0 00 0 00 24 600 9 607 34,207 Supervisors Louise Smallide Gal) Baumann Tom Me ei Roseman Wallace fom ArInstronL Ir 2025 Campus Improvements Temporary Parking Lot Stormwater Calculations January 11, 2007 W TEMP POND Bottom Width = Top Length = Side Slope = Depth = Top Width = Bottom Length = Surface Area = Volume = 20 0 192 0 30 50 ft (enter width) ft (enter length) ft/ft (enter slope) ft (enter depth) 50 ft [calculated] 162 ft [calculated] 9600 0 ftA2 30975 00 ft"3 approximate trapezoid (accounting for side & end slopes) E TEMP POND Bottom Width = 10 0 ft (enter width) Top Length = 90 0 ft (enter length) Side Slope = 4 0 ft/ft (enter slope) Depth = 5 0 ft (enter depth) Top Width = 50 ft [calculated] Bottom Length = 50 ft [calculated] Surface Area = 4500 0 ft"2 Volume = 10500 00 ft"3 approximate trapezoid (accounting for side & end slopes) C.. 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Government Center Pedestrian Plan January 2007 Upper61stStNorth New Pedestrian Walk New Pedestrian Crossing Employee Only Entrance/Exit Existing Walk Public Entrance/Exit Washington County File: R:100Design\Deblgov ctr trail.dwg Date: Jan. 12, 2007 GOVERNING SPECIFICATIONS PLAN SYMBOLS 5T TE LINE COUNTY LINE TOW SHIP OR RANGE LINE SECT LINE QUARTER LINE S XTEE TH LINE R GNT OF WAY UNE PRESS T RIGHT OF w Y LWE CONTROL OF ACCESS L E PROPERTY LINE (0 p L E Lin 1 VAC TED PL TIED PROPERTY CORPOR TE OR OTY WAITS TRU K HIGHWAY CE TER LINE CONC RETAINI G WALL RAILROAD RAILROAD RICHT OF W Y LINE RVER OR CREEK DRY RUN DRAINAGE D TCH DRAIN TILE CUI IE87 DRO INLET GUARD RAIL BARBED WIRE FENCE WOVEN WIRE FENCE CHAN LRA( FENCE RAILROAD SNOW FENCE STONE WALL OR FENCE HEDGE RAILROAD CROSSING SIGN RAILROAD CROSSING BELL ELECTR C WARN G SIGN CROSSING CATE MEANDER CORNER MAL BOX SPRINGS MARSH T MBER ORC ARD BRUSH NURSERY CATCH BAST FIRE YDRANT C TTLE GUARD OVERPASS (Kph y 0 ) UNDERPASS (Kph Y U BRIDGE BUILD NG CO St y F my F FRAME S STONE B BRICK C CONCRETE T TILE ST STUCCO q s2E —0— _y_ y — = _ = = P P w w —xC xC- RO PIPE OR ROD MONUME T (STONE CO CRETE 0R METAL) WOODEN HUB CR VEL PIT SAND PIT BORROW PIT ROCK QUARRY UTILITY SYMBOLS POWER POLE LINE TELEPHONE OR TELEGRAPH POLE LNE JOINT TELEPHONE AND POWER ON POWER POLES ON TELEPHONE POLES ANCHOR STEEL TOWER STREET LIGHT PEDESTAL (TELEP ONE CABLE TERMINAL ( GAS MNN W TER MAN CONDUIT TELEPHO E CABLE CO DUI CLECTR C CABLE N CONDU1 TELEPHO E MANHOLE ELECTRIC MAN OLE BURIED TELEPHONE CABLE BUR ED ELECTRIC CABLE AER AL TELEPHONE CAB E SEWER (SAN TAR SEWER (STOR 1 SEWER AN OLE ANOHOLE 18 B■ Cameo � e A 15416 n 0 0 43 0 0 — G G —1 CTJ T BUR B R U{CH WASHINGTON COUNTY GOVERNMENT CENTER WASHINGTON COUNTY, MINNESOTA CONSTRUCTION PLANS FOR STORM SEWER TRUNK LINE RELOCATION AND PONDING SYSTEM DESIGN (. 0 w vs w,.\ w r w : N z+ �/ 7 PINEHURST ° 'ic, ST , G lr v i vl .� �o dpq Yr Iw • p 1 rJ1 .Ua-o o _I—o��) zo - �` i HIGHLAND i w ST m = CT m CREST ST \\\ 12 OAKG DRIVING ce 7K RD TROTTER iURR� In CT LA 0 Y a DRIV1+Q0 ORLEANSo 1 ST NO RTH RI CE STILLWATER WILLA ABBOT ST W N o LAKE ST W ANDER 50N ST x u w SHELTON ST N 53rd ST N W CHU RCH W ORLEANS ENERETT \NBOw CT ST 'a N 4i- 6R • o CT N o %:? ST o-- �r \\\ h5 \\\ z SON tNE- w cOc BUR ST N V KSTa LIN GTO N ST ST L ST \ 64th STIe ST 59th ST 58th ST w z z 57th 5lth ST Nce ST N in 56th ST IN L) 4 a 56th ST Vyl —UPPER a w o� 0 55th ST N a OAK PARK HEIGHTS SCALES INDEX MAP GENERAL LAYOUT PLAN 07 ST N -0 aGf La St AVE I991 Bth PROJECT SITE 1000 PROJECT LOCATION 100 , COUNTY WASHINGTON 30 DISTRICT METRO m'o THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION SHALL GOVERN ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CNN MUTCD) AND PART VI FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS CITY OF STILLWATER STANDARD SPECIFICATION FOR UTILITY AND STREET CONSTRUCTION CITY OF OAK PARK HEIGHTS STANDARD SPECIFICATION FOR LIGHTING CONSTRUCTION t x�. UTILITYj:�NOTES TyyEA INDICAT Sy.�FEr RAL LOCATION OF KNOWN UTILITIES ON THE PROJECT pLL UTILITYr L0CATIONS ARE APPROXIMATE PRIOR TO CONSTRUCTION TI1E CONTRACTOR SHALL,AVERIFY ALL UNDER GROUND UTILITY LOCATIONS AND EL�V NO WITT HE;LITILITY COMPANIES TH 511RFACE'{1.TILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEV L DrTHIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUI ELINES OF Cl/ASCE 38 02 ENTITLED STANDARD GUIDELINES FOR THE COLLEOTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA SHEET NO 1 2 3 4 11 12-14 15-17 18 20 21 22 23 25 26-27 28 33 34 35 36 37-38 INDEX SHEET DESCRIPTION TITLE SHEET GENERAL LAYOUT ESTIMATED QUANTITIES/EARTHWORK CONSTRUCTION/SOILS NOTES MISCELLANEOUS DETAILS EROSION AND SEDIMENT CONTROL DETAILS REMOVAL PLAN IN PLACE TOPOGRAPHY AND UTILITY PLAN DRAINAGE PLAN DRAINAGE NOTES GRADING PLAN EROSION CONTROL AND TURF ESTABLISHMENT PLAN LANDSCAPE PLANTING PLAN TREE PROTECTION PLAN LANDSCAPE CONSTRUCTION PLAN TREE PROTECTION DETAIL LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING DETAIL THIS PLAN CONTAINS 38 SHEETS PliCONSULTING GROUP INC I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SIGNATURE DATE LIC NO 40929 PRINT NAME WALTER C ESHENAUR RECOMMENDED FOR APPROVAL WASHINGTON COUNTY ENGINEER 20 PLAN REVISIONS DATE SHEET NO APPROVED BY THIS PLAN AND/OR SPECIFICATION WAS PREPARED SPECIFICALLY FOR THIS PROJECT AND ANY RE US OF DETAILS OR SPECIFICATIONS ON OTHER PROJECTS IS NOT INTENDED OR AUTHORIZED BY THE DESIGNER LIABILITY FOR ANY RE USE ON OTHER PROJECTS 15 THE RESPONSIBILITY OF THE PERSON AGENCY OR CORPORATION USING PLAN OR SPECIFICATION DATA FROM THIS PROJECT SHEET NO 1 OF 38 SHEETS II \\\ II III I' 11 F FFtrz,w �-'�CF1C aisxxw I IF 1 — L1 r—� L1 LJ 3 1 _ (1lo VZ 1'1— 11 w ( IL —iI [1: l rJ � To — II r_ ✓ J l I IT:`_\�\ J III Li -.--- --�JI`/ 11 1 , 1 I1 l II I 1ll == --d 11, 1--) =-1 _ r----I I 1 I I L.JLJLJ 1 `l I h I )I- I I—L� I II J II h I— J I pJ I 1I LL� J L) CITY OF STILLWATER WaC»ssiti=® Ll�ttyt�p. CITY OF OAK PARK RfIC J / 1 Vjrl 7.1 V (I —1_ —I b I J L r---=-L_J L1 6 ▪ 1 I epQ, I I I I 1 o1 JI W B TH 36 E B TH 36 62ND STREET N _ ICI 1 I ====-D1 1J�_JIrI �L K ��� J� 1 l i- 1 WASHINGTON COUNTY I GOVERNMENT CENTERI�'s.� E — — — — I pni J ICI ---- -- I 1 I rl 1Il1 -- -�1 'I� 1 1 1L bt i J1 I - I—�-7zI UJ `L — al )1 I I L � L �� Lcli:_,,\,Lilt,r��LILLii�`—'I I�II�JI I�,IIIrJ LTII( l 1�41 J /1— �J f n� 1 ��I I�J I �iI I\__� / �-� - o�'ll _,__� I � tr// Z C C�nr�=1 \ jr n _ ^ ( �f I I \ � �� I � I I 1� -�3ksl Is r'�...�i� :F� �i`��i' :1—lir,,L �`..,E�-'�tY '„ ':'�� �1,�)) }��/t(1F-�,11"y'%y'1C'I'_'. t� i�ri�i��''1'�''r-e y—,I F \)( I_ 1--J tIIJ n I :T5 r ,r rv� ` 1 f^<lyltr '4 Y1 ri *?r llz1 k4 j\ \ 1_ III J � �1 _1 ` )�} S.:.i�Q+ 1iy iJC�' 7uT h"'• ky dl S } I J11 J� V.� L it,.R'.;x]]LIs������a..>��_"(�IK`rs4 4 L✓ '�I'f f� ` \ 100 S<s T,�.r I�'^ a. 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"7�' ^A o o g" ,�' I EE NO 1 T1 11 g I I� I I 60TH STREET NO t =r - ��ys u04"41 '* r d.. .,� CITY OF" WAT yEH'"�?.z� u gEulu umtt}tttC+ttmaum tilwNAlmum uumulummmmuunuuumu�mwmd� mnl`' w Nims� u �Yh b 11 II I IIIlllllll �inu'`Sn��m rar � �,rr _ _ i%"• ���` ::1:41:0,,,t-m-1,4Prr,J6H STREET NO --=r> 1so16;"� TY"`31� a t "" w ''� t as r ---4 ' ec�e.'t�it4! ..r Amara ITKsi ST1L�1lATEFy ,t�1/2 c t LEA\V _1 Iti \L� 1\ 0 _ OM e1_i Boole LJ 1 ________________ .+5"ni-r4��,r—'a"'',-«_,Yy���i�''=�`Li.T�"�Y."`` I:;:�;"-E.3,4,+ i3 �at..�"'L =�" AAA.- 1 \ / ) �� -, r r I1-11 1 - 1 I 1 II I i� i I�—�11 i 1 i I LI I� � I I-11 AIL JJ 1 1 11 r �— — 1-1 '— 1 I 60TH STREET NORTH II1I I"I II I � I ram\ PROJECT LOCATION 100 feet NO DATE BY CKD APPR REVISION \proJ ects\5950\wr\p an\5950 GLA I h by tlty th t thl pi p I/I 11 p t wO p PO d by m d my dl t p I I n d th t 1 m d ly LI o OP f 1 n I E OIn de th I w f th St t f MI t P Int Name WALTER C ESHENAUR Date 1-12-07 License 40929 STATE AID PROJECT NO x x STATE PROJECT NO X COUNTY PROJECT NO x CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY GENERAL LAYOUT GOVERNMENT CENTER SOUTH PARKING LOT (LOT D) SHEET 2 OF 38 f:RARTNO;, BASF ANR CIIRFACF TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE SUITABLE GRADING MATERIAL ON THIS PROJECT WHETHER OBTAINED LOCALLY OR FROM BORROW SHALL CONSIST OF ALL SOILS EXCEPT TOPSOIL DEBRIS PEAT MUCK AND ORGANIC OR OTHER UNSTABLE MATERIAL UNSUITABLE MATERIALS ARE TOPSOILS DEBRIS PEAT MUCK AND ORGANIC OR OTHER UNSTABLE SOILS GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC 3149 2B1 SELECT GRANULAR MATERIAL IS DEFINED AS MATERIAL MEETING THE REQUIREMENTS OF SPEC 3149 2B2 STRIP SOD AND TOPSOIL FROM AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING FOR ESTIMATING PURPOSES THE DEPTH OF TOPSOIL AVAILABLE IS CONSIDERED TO BE 6 ALL TOPSOIL STRIPPING WILL BE CONSIDERED TO BE COMMON EXCAVATION IN ALL AREAS OF NEW ROADWAY RECONSTRUCTION (PERMANENT AND TEMPORARY) PROVIDE FOR A MINIMUM 30 SUBCUT UNLESS OTHERWISE NOTED BACKFILL WITH SELECT GRANULAR MATERIAL UNLESS OTHERWISE NOTED ANY UNCONTAMINATED GRANULAR MATERIAL REMOVED FROM EXISTING SUBGRADE AREA MAY BE USED IN OTHER AREAS DESIGNATED FOR GRANULAR MATERIAL EXCESS TOPSOIL AND MUCK MATERIAL SHALL BE USED THROUGHOUT THE PROJECT AND AS DIRECTED BY THE ENGINEER IN FILL SECTIONS TOPSOIL AND OTHER UNSUITABLE MATERIALS SHALL BE ELIMINATED FROM THE UPPER 4 FEET OF THE GRADING GRADE BENEATH THE ROADWAY WITHIN THE LIMITS SHOWN ON THE PLANS OBTAIN COMPACTION ON THE GRADING PORTIONS OF PERMANENT CONSTRUCTION IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD REQUIREMENTS COMPACTION OF THE AGGREGATE BASE LAYER SHALL BE OBTAINED IN ACCORDANCE WITH THE PENETRATION INDEX METHOD MN/DOT SPECIFICATION 2211 3C3 THIS WOULD INCLUDE ANY AREAS WHERE CRUSHED CONCRETE OR SALVAGED ASPHALT MAY BE USED FOR AGGREGATE BASE COMPACTION OF THE GRADING AND AGGREGATE ITEMS ON BYPASSES AND OTHER TEMPORARY WORK SHALL BE TESTED BY THE QUALITY COMPACTION METHOD MN/DOT SPECIFICATION 2105 3F2 TEST ROLLING SHALL NOT BE REQUIRED ON THIS PROJECT THE BOTTOM OF ALL SUBCUTS SHALL BE SHAPED AND COMPACTED BY THE QUALITY COMPACTION METHOD THE CONTRACTOR SHALL USE A MINIMUM OF 4 PASSES OF AN APPROVED COMPACTION DEVICE AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT TRAFFIC LANES TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING A 1(V) 2(H) OR GREATER (FLATTER) SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND THE BOTTOM OF THE EXCAVATION WHERE CONNECTING TO THE INPLACE ROADWAYS AT THE TERMINI OF PROPOSED CONSTRUCTION CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING WHICHEVER IS DEEPER THEN 1V 20H TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION UNLESS OTHERWISE NOTED PROVIDE 1V 20H LONGITUDINAL TAPERS BETWEEN CHANGES IN SUBGRADE AND SUBCUT DEPTHS DITCH BOTTOMS TOE OF FILL CUT RUNOUTS AND THE TOP EDGE OF THE BACKSLOPES SHALL BE ROUNDED REGARDLESS OF THE SECTION USED IN THE PLANS PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL BITUMINOUS COURSES THE TACK COAT SHALL BE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2357 WITH THE FOLLOWING MODIFICATIONS 1 THE TACK COAT SHALL CONSIST OF EMULSIFIED ASPHALT (CSS-1 OR CSS-1H) AND SHALL BE APPLIED BETWEEN ALL BITUMINOUS COURSES 2 THE TACK COAT SHALL BE APPLIED AT A UNIFORM RATE OF 0 03 TO 0 05 GAL/SY BETWEEN BITUMINOUS LAYERS AND 0 07 TO 0 10 GAL/SY ON MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID STABILIZING AGGREGATE SHALL BE INCORPORATED INTO THE SUBGRADE TO ACHIEVE SATISFACTORY SURFACE STABILITY AT LOCATIONSpCT4NDEEMED{{NECESSARY BY THE ENGINEER IN ACCORDANCE WITH THE PROVISIONS OF SPEC 2105 3G GRANULAR WRER�S7�k3gAp L.1AGAXC�HEGATE isHED BIS DEEMEDCONTRACTOR ARYSHALL IT SHALLSTABILIZED LIEDFATNECESSARY OFAAPPROXIMATELYCONTRACTOR 200SLBS/SYSE THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES THROUGHOUT THE CONSTRUCTION DURATION RA@VR®FTAAPIWIHWHERPRiNgE4NNWKIT M5MEMb to AAWRTOCiMEFR6ETTOMEMEgsPL6WOKN6 UY IIMGJRANT TEMPORARY DRIVEWAY LOCATIONS PRIOR TO START OF CONSTRUCTION ACTIVITIES SRTI CORRECTION STABILIZING AGGREGATE SHALL BE INCORPORATED INTO THE SUBGRADE TO ACHIEVE SATISFACTORY SURFACE STABILITY AT LOCATIONS DEEMED NECESSARY BY THE ENGINEER IN ACCORDANCE WITH THE PROVISIONS OF SPEC 2105 3G WHERE STABILIZING AGGREGATE IS DEEMED NECESSARY IT SHALL BE APPLIED AT A RATE OF APPROXIMATELY 200 LBS/SY RFMOVAI S PROVIDE FOR THE REMOVAL AND DISPOSAL OF ANY INPLACE SURFACING GUARDRAIL OTHER STRUCTURES OR DEBRIS THAT WOULD INTERFERE WITH CONSTRUCTION ALL SUCH MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL EITHER BE RECYCLED TO THE EXTENT ALLOWED OR DISPOSED OF OFF THE PROJECT LIMITS IN ACCORDANCE WITH SPEC 2104 3C3 PROVIDE FOR SAW CUTTING AS DEEMED NECESSARY BY THE ENGINEER EXISTING BITUMINOUS SURFACES TO BE REMOVED ARE PAID FOR AS COMMON EXCAVATION REGARDLESS OF BITUMINOUS DEPTH THE EXISTING PAVEMENT THICKNESSES ARE ASSUMED TO BE AS FOLLOWS (INFORMATION TAKEN FROM THE PROJECT SOIL BORINGS AND AS-BUILTS) 60st STREET NORTH - 5 BITUMINOUS 61st STREET NORTH - 4 BITUMINOUS THE CONTRACTOR SHALL INVESTIGATE AND MAKE OWN DETERMINATION OF ACTUAL PAVEMENT DEPTHS AND TYPES TEMPORARY FROSTAN CRNTRAI TEMPORARY EROSION CONTROL SHALL BE PERFORMED ACCORDING TO PLAN AND SPECIFICATION REQUIREMENTS INCORPORATING THE FOLLOWING METHODS METHOD 1: APPLY TYPE 1 MULCH AND ANCHOR WITH DISK ANCHORING METHOD 2: APPLY TYPE 1 MULCH AND TACK IT WITH TYPE 1 HYDRAULIC SOIL STABILIZER METHOD 3: HYDRO SPREAD OF SEED FERTILIZER AND HYDRAULIC SOIL STABILIZER METHOD 4: HAND INSTALL SEED FERTILIZER AND EROSION CONTROL BLANKET METHOD 5: PLACE GEOTEXTILE AND ROCK IN VARIOUS CONFIGURATIONS TURF ESTABLISHMENT PLACE A MINIMUM OF 6 OF SLOPE DRESSING ON ALL AREAS SCHEDULED FOR PERMANENT TURF ESTABLISHMENT PLANT BEDDING AREAS AS DEFINED IN THE LANDSCAPE PLANS SHALL HAVE A MINIMUM OF 8 OF TOPSOIL REFER TO LANDSCAPE DETAILS FOR ADDITIONAL INFORMATION BIORETENTION AREAS SHALL UTILIZE A SOIL MATRIX AS OUTLINED ON SHEET 37 SOD ALL AREAS ADJACENT TO AREAS OF HEAVY DRAINAGE RUNOFF AS INDICATED IN THE TURF ESTABLISHMENT AND EROSION CONTROL PLANS AND DETAILS SEEDING REQUIREMENTS ON THIS PROJECT ARE AS FOLLOWS A ON PERMANENT SLOPES FLATTER THAN 1 3 USE SEED MIXTURE 270 AND TYPE 3 MULCH WITH DISK ANCHOR SEE EROSION CONTROL AND TURF ESTABLISHMENT PLANS FOR SEED TYPE LOCATIONS B ON PERMANENT SLOPES 1 3 OR STEEPER USE SEED MIXTURE 270 AND EROSION CONTROL BLANKET CATEGORY 3 DO NOT DISK ANCHOR C PROVIDE COMMERCIAL FERTILIZER ANALYSIS 22-5-10 SLOW RELEASE TYPE OR EQUIVALENT ON ALL AREAS TO BE SODDED OR SEEDED USING SEED MIXTURE 270 D RATES FOR SEED MULCH AND COMMERCIAL FERTILIZER ARE AS FOLLOWS: - SEED MIXTURE 270 - 70 LBS/ACRE - MULCH TYPE 3 - 2 TONS/ACRE - COMMERCIAL FERTILIZER 22-5-10 - 350 LBS/ACRE MTSCFI I ANFRIIS WHERE SEDIMENT DEPOSITS IN WATERS OF THE STATE THE MATERIAL MUST BE REMOVED IN 7 DAYS ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND PART VI FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS THE CONTRACTOR IS HEREBY REMINDED OF HIS RESPONSIBILITY UNDER STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA CONTACT MUST BE MADE THROUGH GOPHER STATE ONE -CALL WHENEVER THE WORD INCIDENTAL IS USED IN THIS PLAN IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE NO DATE BY CKD APPR REVISION \pro) acts \5950\wr\plan\5950 CSA 1 h by illy +h t thl CI p If1 tl th tpp d l d ly y dLI n d P f 1 ItE pl th I N.,mf ih 5 f NI i Print Name WALTER C ESHENAUR P II d d Date 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X _ DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY CONSTRUCTION/SOILS NOTES GOVERNMENT CENTER 1 of 1 SHEET 3 OF 38 $$$$@DATE@$$$$ PLOTTED/REVISED $$$@PATHFILENAME@$$$ PATH & FILE NAME RIVER BANK TEMPORARY ROCK BERM GREATER THAN 1/4 THE STREAM/RIVER WIDTH BRIDGE ABUTMENT CULVERT EXT TEMPORARY FILL OR WORK AREA ANCHOR 0 (TYP 1 FLOW OF WATERWAY 1 1 1 RIVER BANK POINT WHERE FILL MEETS WATER SURFACE UNDERWATER ANCHOR MIN 300 LBS ANCHOR CABLE ANCHOR POINT A FLOTATION SILT CURTAIN TYPE MOVING WATER (TYP) BUOY (TYP ) 40 SEDIMENT REMOVAL AREAS L 0 RIVER VELOCITY 45 SLOW LESS THAN 3 FT /SEC 35 MODERATE 3 5 FT /SEC PLAN VIEW (TYPE MOVING WATER) CARRIER FLOAT WATER SURFACE STEEL TENSION CABLE 7 j VARIABLE 1 7 LENGTH / ANCHOR CABLE CURTAINI // CURTAIN WEIGHT ANCHOR ® /// OT `BOTTOM //c\ t //tom 7/.tom SECTION X-X STEEL TENSION CABLE AND CARRIER FLOAT r = L. r o w 0 O Z ✓ I— L. = N U 1 FT MAX r 1 MAX „rip 1 MAX 4 r x L. r o w 0 0 Z L� N U 1 FT MAX TOE OF SLOPE FLOTATION SILT CURTAIN — TYPE MOVING WATER USE FOR SMALLER RIVERS WITH SLOW AND MODERATE VELOCITIES SILT FENCE ANCHOR POINT A ANCHORS IN WATER LAKE OR MARSH FLOTATION SILT CURTAIN TYPE STILL WATER® ANCHOR POINT B SILT FENCE PLAN VIEW (TYPE STILL WATER) CARRIER FLOAT WATER SURFACE SILT FENCE OR VEGETATIVE BUFFER ANCHOR POINT A STEEL TENSION CABLE VARIABLE LENGTH CURTAIN FABRIC / 7 ANCHOR CABLE --\) , ANCHOR 20 j STEEL TENSION CABLE AND CARRIER FLOAT SECTION Y-Y = 0 w 0 o Z-O r r O l� C N 0 CURTAIN WEIGHT BRIDGE ABUTMENT CULVERT EXTENSION TEMPORARY FILL ETC PLAN VIEW (TYPE WORK AREA) BUOY (TYP ) 40 c i FLOTATION SILT CURTAIN — TYPE WORK AREA AND STILL WATER ® FOR CONTAINING OVERFLOWS FROM WEIRS STANDPIPES SETTLING PONDS ANCHOR POINT B TEMPORARY ROCK BERM if a.% ` E18 24 IN] SECTION Z—Z TEMPORARY ROCK BERM FOR SEDIMENT CONTROL 1/3 DEPTH r f OF WATER rw� r 1•rt. 41 4001 wf'i' SILT CURTAIN DESIGN GUIDELINES MOVING WATER WHEN TEMPORARY FILL ENCROACHES MORE THAN 1/4 BUT LESS THAN 1/3 WIDTH OF THE STREAM MINIMUM WATER DEPTH 3 FT O MAXIMUM WATER DEPTH 11 FT MAXIMUM WATER VELOCITY 5 FT /SEC DESIGN GUIDELINES WORK AREA WHEN TEMPORARY FILL ENCROACHES LESS THAN 1/4 OF THE WIDTH OF STREAM MAXIMUM WATER DEPTH 10 FT MAXIMUM WATER VELOCITY 5 FT /SEC DESIGN GUIDELINES STILL WATER MINIMUM WATER DEPTH 0 FT MAXIMUM WATER DEPTH 10 FT NOTES SEE SPECS 2573 & 3887 O CURTAIN EXTENDS TO 1 FT MAXIMUM FROM BOTTOM OF WATER BODY ® FOR ANCHOR AND WEIGHT REQUIREMENTS SEE SPEC 2573 ® IN AREAS WHERE THE PLAN CALLS FOR RIPRAP AT THE BRIDGE A TEMPORARY ROCK BERM WILL BE USED TO PROVIDE ADDITIONAL PROTECTION THE TEMPORARY ROCK BERM IS INCIDENTAL FOR WHICH NO DIRECT PAYMENT WILL BE MADE 40 ON US COAST GUARD OR OTHER MOTORIZED WATERWAYS BUOYS ARE REQUIRED TO MARK THE ENDS AND SPECIAL AREAS FOR VISIBILITY PLACE BUOYS AS REQUIRED FOR NAVIGATIONAL PURPOSES ()WATER DEPTH CAN BE 0 TO 10 FEET 0 TO 11 FEET FOR TYPE MOVING WATER ©SILT CURTAIN HEIGHT INCLUDES MAXIMUM WAVE HEIGHT FOR WATER BODY Q7 KEEP AS CLOSE TO WORK AREA AS POSSIBLE ©SILT CURTAIN ROCK BERM OR SHEET PILE AS REQUIRED TO CONTROL THE INFILTRATION OF SILT Q9 IF 6 INCHES OR LESS OF WATER USE BALE BARRIERS SEE SHEET 2 STANDARD SHEET NO 5-297 405 (1 OF 4 ) STANDARD APPROVED SEPTEMBER 27 2006 TITLE' TEMPORARY SEDIMENT CONTROL SILT CURTAIN SHEET NO 4 OF 38 SHEETS $$$$@DATE@$$$$ PLOTTED/REVISED $$$@PATHFILENAME@$$$ PATH & FILE NAME 18 MIN FLOW A STREAM FLOW - 24 MIN L _ J LDO NOT CONSTRUCT DITCH CONSTRUCT DIVERSION MOUND FROM MATERIAL OBTAINED FROM ROADWAY CUT GROUND LINE 4 DIVERSION MOUND DESIGN GUIDELINES STORM FREQUENCY 10 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA 5 ACRES MAXIMUM DIVERSION: GRADE 5/ EXCAVATION'S AREA INSTREAM DISTURBANCE ^EXCAVATION --- AREA INSTREAM DISTURBANCE 2 PLAN VIEW SEDIMENT MATS EDGE OF STREAM STAKE AT 4 INTERVALS A CONSTRUCT TEMPORARY BERM 10 DIA FLEXIBLE PLASTIC DRAINAGE PIPE WIRE PIPE TO TWO 2 X 2 WOOD STAKES EMBEDDED 10 MIN IN THE GROUND 4 MIN DOWNSTREAM COVERAGE OF SEDIMENT MATS FOR EACH FT /SEC OF WATER VELOCITY EDGE OF STREAM 6 MIN OVERLAP FLOW - //AN STREAM BED SECTION A -A SEDIMENT MAT TYPICAL STREAM BED INSTALLATION DESIGN GUIDELINES MAXIMUM FLOW VELOCITY 5 FT /SEC MAXIMUM FLOW DEPTH 2 FT //AC\ -18 MIN DEPTH 6 -0 INLET APRON INSTALLED IN TEMPORARY BERM VAR 16 DESIR` 20 MIN PROVIDE RIPRAP AT OUTLET TEMPORARY DOWN DRAIN ON FILL SLOPE DESIGN GUIDELINES STORM FREQUENCY 2 YEAR 24 HOUR MAXIMUM DRAINAGE AREA 3 ACRES c. ROADWAY CONSTRUCTION AREA BALES PLACED ON EDGE BUTTED TIGHT == V1- TWINE OR WIRE CRITICAL RESOURCE (WETLAND ETC) ti BALE BARRIERS TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS EMBEDMENT METHOD 6 STAPLES AT 1 0 C BLANKET METHOD BALE BARRIER DETAIL APPROX BALE SIZE 14 X 18 X 36 LONG RADIUS AS REQUIRED 6 MIN DEPTH OF 1 TO 2 CRUSHED ROCK ENTRANCE WIDTH AS REQUIRED ROCK CONSTRUCTION ENTRANCE lO FLOW DRAINAGE WAY 1 L. L 2W PLAN 1/ MIN REVERSE GRADIENT SECTION B-B SEDIMENT TRAP DETAIL NOTES SEE SPECS 2573 3892 & 3894 pl ROCKS AT ENTRANCE CLEAN WORKSITE MUD OFF OF TRUCK TIRES BEFORE TRUCKS ENTER MAIN ROAD KEEPING MUD OFF THE ROAD WILL PREVENT AUTO DAMAGE AND KEEP CONSTRUCTION SEDIMENT OUT OF DRAINAGE SYSTEMS AND WETLANDS GEOTEXTILE MAY BE PLACED UNDER THE ROCK TO KEEP ROCKS SEPARATE FROM SOIL OW = 10 FT MIN 20 FT MAX OD -2 FT ®TWO 2 IN X 2 IN WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 10 INCHES MINIMUM IN THE GROUND SO PLACE A CATEGORY 3 EROSION CONTROL BLANKET 6 FT WIDE MINIMUM OVER THE BALE INSTEAD OF TRENCHING ©THIS DETAIL MAY NOT BE ACCEPTABLE FOR WORK ON PUBLIC WATERS SEE GENERAL PUBLIC WATERS PERMIT (GP)2004-0001 7Q LOCATION OF DOWNSTREAM TEMPORARY SEDIMENT CONTROL DEVICE STANDARD SHEET NO 5-297 405 ( 2 of 4 ) STANDARD APPROVED SEPTEMBER 27 2006 TITLE. TEMPORARY SEDIMENT CONTROL MISCELLANEOUS DETAILS SHEET NO 5 OF 38 SHEETS $$$$ORATE@$$$$ PLOTTED/REVISED $$$@PATHFILENAME@$$$ w z z CATEGORY 3 EROSION CONTROL BLANKET 4 X 4 TRENCH BACKFILLED OVER EROSION CONTROL BLANKET POINT A 6 - 2 6 - 8 11 GA STAPLES SPACED 1 0 ON CENTER STRAW OR WOOD FIBER 6 TO 7 DIA ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING INSET A WATER 2 0 FLOW TYPE 3 BIOROLL BLANKET SYSTEM DITCH CHECK 1 X 2 X 18 LONG WOODEN STAKES AT 1 0 SPACING MAXIMUM STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE BIOROLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM PROVIDE 8 TO 10 OF EMBEDMENT DEPTH FLOW STRAW OR WOOD FIBER 6 TO 7 DIA ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING BIOROLL 45 8 - 10 EMBEDMENT DEPTH 4 BIOROLL STAKING DETAIL TYPE 2 BIOROLL DITCH CHECK USE ON ROUGH GRADED AREAS 4 X 4 TRENCH BACKFILLED OVER EROSION CONTROL BLANKET (SPEC 3885) 8 11 GA STAPLES SPACED 1 0 ON CENTER AND WHERE THE UNITS OVERLAP 8 TO 10 H X 20 W / TRIANGLE SILT DIKE TYPE 6 GEOTEXTILE TRIANGULAR DIKE DITCH CHECK BOTTOM OF UPPER CHECK SHOULD BE SAME ELEVATION AS THE TOP OF THE LOWER CHECK TO PROVIDE FOR POOLING FLOW SPACING (Y)DETERMINED BY FORMULA (SEE NOTES) 1 DITCH CHECK SPACING 4O POINT A 10 24 MIN EMBEDMENT NOTE THE AMOUNT OF SILT FENCE ABOVE GROUND SHOULD BE 24 TO 28 WHEN SEDIMENT BUILD UP REACHES 8 TO 9 THE SEDIMENT MUST BE REMOVED ,..•.�. POINT POINT A Ol GEOTEXTILE FABRIC LINER TYPE IV (SPEC 3733) ALONG BOTTOM OF RIPRAP CROSS SECTION (ROCK WEEPER AND ROCK CHECK) 1/2 - 2 ROCK 12 SLOPE TYPE 5 ROCK WEEPER PROFILE VIEW g _ GENERAL DESIGN GUIDELINES DITCH CHECK TYPE SILT FENCE BIOROLL BIOROLL BLANKET TRIANGULAR DIKE ROCK WEEPER ROCK CHECK STORM FREQUENCY MAX FLOW VELOCITY MAX DITCH GRADE MAX DRAINAGE AREA 2 YR 24 HR < 1 FT /SECOND 0/ 0 5/ 1 ACRE 2 YR 24 HR 15 FT /SECOND 1 5/ - 3/ 2 ACRE 2 YR - 24 HR 4 5 FT /SECOND 1 5/ 3/ 2 ACRE 2 YR 24 HR 1 5 FT /SECOND 1 5/ - 2 0/ 4 ACRE 5 YR 24 HR 12 FT /SECOND 3/ 5/ 4+ ACRE 5 YR 24 HR 12 FT /SECOND 3/ - 5/ 4+ ACRE DITCH PROFILE WATER 2 0 — FLOW 42c\ 2 0 DITCH PROFILE ///\ GEOTEXTILE FABRIC LINER / 5 0 TYPE IV ALONG BOTTOM TYPE 7 ROCK CHECK OF RIPRAP PROFILE VIEW TYPE 5 ROCK WEEPER AND TYPE 7 ROCK CHECK DITCH CHECKS 04 USE ON ROUGH GRADED AREAS 4 MAX POST SPACING r Q DITCH //A\ POINT B EXTEND THE FENCE UP THE BACKSLOPE TO PREVENT FLOW AROUND THE END OF THE SILT FENCE MACHINE SLICE 8 TO 12 DEPTH TYPE 1 SLICED IN SILT FENCE DITCH CHECK POINT A 10 NOTES SEE SPECS 2573 3601 3733 3885 3886 & 3889 APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA DITCH CHECK HEIGHT (FT) APPROXIMATE SPACING OF DITCH CHECKS (FT)- Y / CHANNEL SLOPE 10 POINT A MUST BE A MINIMUM OF 6 INCHES HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS 02 CLASS I IV RIPRAP (SPEC 3601) WITH GEOTEXTILE FABRIC LINER TYPE IV (SPEC 3733) 03 THE ROCK WEEPER FILTERS SEDIMENT OUT OF THE WATER BETTER THAN THE OTHER DITCH CHECKS THE ROCK WEEPER COULD BE USED AS A PERMANENT WATER FILTERING FEATURE 40 PERMANENT ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE WILL NEED TO BE 18 OR LESS IN HEIGHT A 16 APPROACH AND DEPARTURE SLOPE SHALL BE PROVIDED X 100 STANDARD SHEET NO 5-297 405 (3 OF 4 ) TEMPORARY SEDIMENT CONTROL DITCH CHECK/BARRIER STANDARD APPROVED SEPTEMBER 27 2006 SHEET NO 6 OF 38 SHEETS INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 3/16 THICK (MIN) STEEL COVER 0 w 4y a > w 0 CCw 0Q W 0 H 0 r- 00 J a a MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT BACK AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC TYPE 9 MULCH GROUND LINE FILTER BAG INSERT Q3 (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) FLANGES o°00000000 000000000 0°00000°0 000000000 0000000000 000000000 0000000000 00000 0 00 00000 00 0 0 0 12 CATCH BASIN/ \ \ MANHOLE SEDIMENT CONTROL INLET HAT USE REBAR OR STEEL ROD FOR REMOVAL (FOR INLETS WITH CAST CURB BOX REPLACE ROD WITH WOOD 2 X 4 ) EXTEND 10 BEYOND GRATE WIDTH ON BOTH SIDES LENGTH VARIES SECURE TO GRATE WITH WIRE OR PLASTIC TIES OVERFLOW HOLES (2 X 4 HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) NOTE THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION HAVE AN OVERFLOW OPENING FLANGES AND A LID/COVER ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL SECURED WITH 50 PSI ZIP TIE ROCK LOG/COMPOST LOG 2 5 MAX SPACING 5 MIN LENGTH POST 36 GEOTEXTILE 0 PLASTIC ZIP TIES (50 LB TENSILE)HOLDS GEOTEXTILE IN PLACE ON ALL POSTS TYPE 9 MULCH GEOTEXTILE ANCHORAGE LAY GEOTEXTILE UNDER TYPE 9 MULCH 12 OUT SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 13 or LESS POLYETHYLENE \,re 6 DIAMETER O ( ( 0 D 2 — ) 0 F 2 7 `- 2 1/2 0 2 N f� T TUBE RISER TUBE RISER SECTION (UP POSITION) DROP INLET WITH GRATE FILTER SOCK ADJUST LEVEL OF FILTER SOCK TO BE BELOW ROAD SURFACE ELEV O POP-UP HEAD NOTES SEE SPECS 2573 3137 3886 & 3891 /16 THICK (MIN) STEEL PLATE PERSPECTIVE VIEW 3/16 THICK (MIN) STEEL PLATE II TUBE RISER SECTION (DOWN POSITION) IIII MANUFACTURED ALTERNATIVES LISTED ON Mn/DOTS APPROVED PRODUCTS LIST MAY BE SUBSTITUTED O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS MEETING SPEC 3886 O2 FINISHED SIZE INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL ® INSTALLATION NOTES DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG USING PLASTIC ZIP TIES TO ACHIEVE THE 3 INCH SIDE CLEARANCE 40 FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS OS SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY © GEOTEXTILE SOCK BETWEEN 4 10 FEET LONG AND 4 6 INCH DIAMETER SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT) FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC 3137 TABLE 3137 1 CA 3 GRADATION STANDARD SHEET NO 297 405 (4 OF 4) STANDARD APPROVED SEPTEMBER 27 2006 TITLE. TEMPORARY SEDIMENT CONTROL STORM DRAIN INLET PROTECTION SHEET NO 7 OF 38 SHEETS $$$$@DATE@$$$$ PLOTTED/REVISED $$$@PATHFILENAME@$$$ w z J 1 SILT FENCE NEAR TOE OF SLOPE AND OUTSIDE OF CONSTRUCTION LIMITS SILT FENCE CONSTRUCTION LIMITS MINIMUM POSSIBLE TURNING RADIUS = 10 (MAY BE LARGER WITH / / LARGER EQUIPMENT) \/ VARIABLE 16 TYPICAL LOCATION OF SILT FENCE AT TOE OF ROADWAY EMBANKMENT DISTRURBED SOIL WORK AREA DRAINS 0 STREAM 9 25 MIN WITH 10 20/ SLOPE TRADE 91 \--STREAM BANK OR TOE OF SLOPE PLAN VIEW 5 FT MIN LENGTH POST AT 6 FT MAX SPACING PLASTIC ZIP TIES (50 LB TENSILE ) LOCATED IN TOP 8 FLOW GEOTEXTILE FABRIC 36 WIDE TIRE COMPACTION ZONE FLOW MACHINE SLICE SLICE 8 - 12 DEPTH SILT FENCE, MACHINE SLICED DESIGN GUIDELINES TO PROTECT AREAS FROM SHEET FLOW MAXIMUM CONTRIBUTING AREA 1 ACRE GEOTEXTILE FABRIC 36 WIDE FILTER AGGREGATE 10 GEOTEXTILE FABRIC OPTIONAL METHOD FOR SILT FENCE HEAVY DUTY CONSTRUCTION LIMITS SILT FENCE, J-HOOK INSTALLATION STREAM BANK OR TOE OF SLOPE SIDE VIEW 5 FT MIN LENGTH POST AT 6 FT MAX SPACING 1- o t- D_w z MCO ow N 1 SILT FENCE, HEAVY DUTY (HAND INSTALLED) DESIGN GUIDELINES TO PROTECT AREAS FROM SHEET FLOW MAXIMUM CONTRIBUTING AREA 1 ACRE PLASTIC ZIP TIES (50 LB TENSILE ) LOCATED IN TOP 8 6 MIN t._ 5 FT MIN LENGTH POST AT 6 FT MAX SPACING • FLOW - / o- rII z MIN SILT FENCE,PREASSEMBLED DESIGN GUIDELINES TO PROTECT AREAS FROM SHEET FLOW MAXIMUM CONTRIBUTING AREA 1 ACRE 6 MIN FLOW //A\ GEOTEXTILE FABRIC 36 WIDE STAPLES FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL FLOW //A\ / ROADWAY SHOULDER EMBANKMENT FUTURE BRIDGE 1 SILT FENCE WRAPPED AROUND TOE OF EMBANKMENT TOE OF SLOPE BRIDGE FILL BRIDGE END SLOPE 1 4R14 ? 7 p<f DESIGN GUIDELINES WATER COURSE FLOW VELOCITY STAGNANT CONTRIBUTING SLOPE AREA 1/2 ACRE / ROADWAY SHOULDER EMBANKMENT --�� GEOTEXTILE FABRIC 36 WIDE r FUTURE BRIDGE BRIDGE END SLOPE fr4R FABRIC ANCHORAGE TRENCH 2 Typ<E' BACKFILL WITH TAMPED SILT FENCE TO MEET NATURAL SOIL SEE OPTIONAL SAND BAG BARRIER METHOD IN INSET TOE OF SLOPE I BRIDGE FILL DESIGN GUIDELINES WATER COURSE FLOW VELOCITY 1 TO 7 FT /SEC CONTRIBUTING SLOPE AREA 1 ACRE ROADWAY SHOULDER EMBANKMENT -rti TOE OF SLOPE - SAND BAG BARRIER 3 FT HIGH ADJACENT TO WATER COURSE EXTEND 50 FT BACK FROM TOE OF END SLOPE Jr FUTURE BRIDGE r A 1 SILT FENCE TO MEET SHEETING EMBANKMENT OR WORK ROAD END SLOPE TEMPORARY SHEETING ADJACENT TO WATER COURSE EXTEND 10 FT. BACK FROM TOE OF END SLOPE 10 JA.1A 2 T p EMBANKMENT OR WORK ROAD FILL DESIGN GUIDELINES WATER COURSE FLOW VELOCITY 8 TO 15 FT /SEC CONTRIBUTING SLOPE AREA 3 ACRES SILT FENCE AT BRIDGE EMBANKMENT ADJACENT TO WATER NOTES SEE SPECS 2573 3149 & 3886 10 COARSE FILTER AGGREGATE (SPEC 3149)SHALL BE INCIDENTAL STANDARD SHEET NO 5-297 408 (1 OF 2) STANDARD APPROVED SEPTEMBER 27 2006 TITLE) TEMPORARY SEDIMENT CONTROL SILT FENCE SHEET NO 8 OF 38 SHEETS SILT FENCE SUPER DUTY SSSS@DATE@SS$$ PLOTTED/REVISED $$$OPATHFILENAME@$$$ w z z w -J V. x r a 0 mz 6o � 0 00 O1N i om¢ wN�Z n o o�gw CRITICAL_ AREA 2Q CRITICAL AREA Q STOCK PILE QI ACCESS MACHINE SLICED SILT FENCE CRITICAL AREA® SILT FENCE SUPER DUTY ACCESS ROCK PAD (MINIMUM 6 DEPTH BY 1 HAUL TRUCK LENGTH AND WIDTH LONG) SILT FENCE, SUPER DUTY STOCK PILE CONTAINMENT WIRE OR THREE PLASTIC ZIP TIES BARRIER BARRIER METAL FENCE POST SIDE VIEW BARRIER METAL FENCE POST BARRIER-� TOP VIEW BARRIER WITHOUT CABLE RINGS REBAR BETWEEN ANCHOR RINGS OR METAL FENCE POST IN ABSENCE OF RINGS WIRE OR PLASTIC ZIP TIES GEOTEXTILE FABRIC CABLE RING TOP VIEW BARRIER WITH CABLE RINGS SILT FENCE, SUPER DUTY MACHINE SLICED SILT FENCE ACCESS CRITICAL AREA O SILT FENCE SUPER DUTY WIRE OR 3 PLASTIC ZIP TIES GEOTEXTILE FABRIC 3D VIEW TEMPORARY PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 (TYPICAL) (SEE STANDARD PLATE 8337) GEOTEXTILE FABRIC SILT FENCE SUPER DUTY GEOTEXTILE FABRIC STOCK PILE OR STEEP SLOPE SILT FENCE, SUPER DUTY CURB AND GUTTER PROTECTION SYSTEM GEOTEXTILE FABRIC 3 WIDTH ATTACH TO BARRIER CABLE RINGS IF PRESENT BY WIRE OR PLASTIC ZIP TIES OR TO METAL FENCE POST WITH WIRE OR THREE PLASTIC ZIP TIES STOCK PILE 8 BUFFER MINIMUM OR STEEP SLOPE AS DIRECTED BY THE ENGINEER SILT FENCE, SUPER DUTY STOCKPILE SEDIMENT CONTROL SILT FENCE SUPER DUTY GEOTEXTILE FABRIC STOCK PILE OR STEEP SLOPE SILT FENCE, SUPER DUTY DITCH PROTECTION SYSTEM NOTES SEE SPECS 2533 2573 & 3886 PLACE SUPER DUTY SILT FENCE ALONG A CONSTANT ELEVATION SUPER DUTY SILT FENCE CAN UTILIZE EITHER A CONCRETE OR WATER FILLED TEMPORARY MEDIAN BARRIER 1Q PLACING STOCK PILES NEXT TO AN ENVIRONMENTALLY SENSITIVE AREA IS NOT RECOMMENDED WHEN THERE ARE NO FEASIBLE ALTERNATIVES THE SUPER DUTY SILT FENCE IS TO BE USED AS SHOWN OR AS DIRECTED BY THE ENGINEER 0 CRITICAL AREAS INCLUDE WETLANDS JUDICIAL DITCHES STREAMS WATER BODIES AND OTHER AREAS REQUIRING PROTECTION STANDARD SHEET NO 5-297 408 (2 of 2) STANDARD APPROVED SEPTEMBER 27 2006 TITLE TEMPORARY SEDIMENT CONTROL SUPER DUTY SILT FENCE SHEET NO 9 OF 38 SHEETS MODULAR BLOCK WALL REINFORCEMENT LAYOUT CASE 1 LEVEL BACKFILL WITH 250 PSF SURCHARGE MBW REINFORCEMENT CLASS STRENGTH OF SOIL REINF (PLF) 0 MINIMUM REINFORCEMENT LENGTH L (FT ) MAXIMUM WALL HEIGHT (FT) 0 NOMINAL BLOCK WIDTH (IN ) WALL BATTER RANGE (DEGREES) 0 MAXIMUM UNREINFORCED WALL HT A (IN ) ZONE 1 ZONE 2 ZONE 3 LG TERM (Tal ) DESIGN (Ta) ( H1 (FT ) S1M,Ix (IN ) H2 (FT ) S21ux (IN 1 H3 (FT ) S314/4x (IN ) MBW 700 1050 700 0 7 H 12 0 12 0 3 15 79 24 41 16 3 7 16 98 24 22 16 7 10 18 11 5 24 0 5 16 10 15 18 12 0 24 21 0 3 32 49 32 30 24 41 16 3 7 32 49 32 49 24 22 16 7 10 32 5 9 32 6 1 24 10 15 32 7 2 32 4 8 24 MBW-1050 1575 1050 0 7 H 12 0 12 0 3 15 12 0 24 3 7 16 12 0 24 7 10 18 12 0 24 10 15 18 12 0 24 21 0 3 36 5 9 42 4 9 32 1 2 24 3 7 40 8 5 42 3 5 32 7 10 42 9 8 42 2 2 32 10 15 42 9 8 42 2 2 32 MBW-1400 2100 1400 0 7 H 12 0 12 0 3 15 12 0 24 3 7 16 12 0 24 7 10 18 12 0 24 10 15 18 12 0 24 - 21 0 3 36 6 6 48 3 3 42 2 1 32 3 7 40 8 2 48 3 8 42 7 10 48 9 8 48 2 2 42 10 15 48 9 8 48 2 2 42 NOTES TO CONTRACTOR 10 OR 4 FT MINIMUM WHICHEVER IS GREATER 02 WIDTH - AS MEASURED FROM FRONT TO BACK FACE OF BLOCK UNIT 30 MAXIMUM DISTANCE FROM TOP OF WALL TO FIRST REINFORCEMENT LAYER UNREINFORCED WALLS ARE NOT INCLUDED IN THIS STANDARD BUT MAY BE CONSTRUCTED UP TO AT LEAST THE HEIGHT GIVEN IN THE TABLE FOR A GIVEN NOMINAL BLOCK WIDTH AND THE SPECIFIED FILL MATERIALS CONTAINED IN THIS STANDARD 40 PAY LIMITS OF STRUCTURAL EXCAVATION ACTUAL EXCAVATION SLOPE IS DETERMINED BY OSHA REGULATIONS AND IN -SITU SOILS EXCAVATION BEYOND LIMITS OF STRUCTURAL EXCAVATION AT CONTRACTORS EXPENSE 50 THE WRAP LENGTH FOR GEOTEXTILE FABRIC SHALL NOT BE MORE THAN 6 © INSPECT EXCAVATION SLOPES FOR ACTIVE SEEPAGE AND PLACE ADDITIONAL DRAINS WHERE SEEPAGE OCCURS AS DIRECTED BY THE ENGINEER 70 PLACE DRAIN AT BOTTOM OF REINFORCED SOIL IF PIPE CAN BE SLOPED TO OUTLET DO NOT OUTLET ONTO A SIDEWALK © IF PIPE AT THIS ELEVATION CANNOT BE SLOPED TO DRAIN OMIT DRAIN AND USE CONCRETE PAD WITHOUT DRAIN DETAIL O 4 THERMOPLASTIC PERFORATED PIPE SPEC 3245 WRAP WITH TYPE I GEOTEXTILE SPEC 3733 (TYP) INSTALLATION AS PER SPEC 2502 WITH PRECAST CONCRETE HEAD WALL AT OUTLET ▪ SMAx = 05 S1MAx IF THE WALL HEIGHT IS WITHIN ZONE 1 SMAX = 05 S2MAx IF THE WALL HEIGHT IS WITHIN ZONE 2 SMAx - 05 S3MAx IF THE WALL HEIGHT IS WITHIN ZONE 3 11 THE REINFORCED WALL FILL DRAIN MAY BE CONNECTED INTO FOOTING DRAIN INSTEAD OF OUT LETTING THROUGH THE WALL IF CAPACITY IS ADEQUATE TO TRANSMIT THE FLOW REVISED 11-12 02 APPROVED JULY 12 2002 STATE BRIDGE NGINEER mom 4 0 (MIN ) !II! a\. COARSE (MIN FILTER AGGREGATE WIDTH OF 24 FOR 12 BLOCK AND 40 FOR 21 BLOCK) CENTER BLOCKS ON PAD INSTRUCTIONS TO CONTRACTOR USE AS MANY ZONES AS WALL HEIGHT REQUIRES STARTING WITH ZONE 1 AND ADDING ADDITIONAL ZONES TO THE BOTTOM OF THE WALL AS NEEDED TO MAKE UP THE TOTAL WALL HEIGHT (H) NEEDED REINFORCEMENT CLASS NOMINAL BLOCK WIDTH AND WALL BATTER ARE GENERALLY THE CONTRACTORS OPTION TO SELECT FROM Mn/DOT APPROVED PRODUCTS LISTS LOCATED AT www mrr dot state mn us/geotechnlcal/foundations/foundatIons asp OPTIONAL 6 LEAN MIX BACKFILL SPEC 2520 TYPE I GEOTEXTILE FABRIC (OVERLAP ENDS OF FABRIC BENEATH LEAN MIX BACKFILL) OPTIONAL CONCRETE LEVELING PAD NOT TO SCALE 4 0 (MIN) CAP UNIT SLOPE AWAY FROM WALL COARSE FILTER AGGREGATE SPEC 3149 2H TYP GEOSYNTHETIC REINFORCEMENT LAYER SEE CHART FOR LAYOUT WALL BATTER / (FROM TABLE) VARIES 13 OR FLATTER SLOPE TOP OF CONCRETE (MIX NO 1A43) ELEVATION TO MATCH OTHER TYPE(S) OF LEVELING PAD 2 0 (MIN ) CONCRETE PAD (MIN WIDTH OF 24 FOR 12 BLOCK AND 40 FOR 21 BLOCK) CENTER BLOCKS ON PAD CONCRETE PAD WITHOUT DRAIN NOT TO SCALE 4 -0 r (MIN ) 2 -0 (MIN ) 4 -0 (MIN ) TYPE I GEOTEXTILE FABRIC COARSE FILTER AGGREGATE (MIN WIDTH OF 24 FOR 12 BLOCK AND 40 FOR 21 BLOCK) CENTER BLOCKS ON PAD REVISION DATE II 12 02 S1 MAX 1 0 (MIN ) REINFORCED WALL FILL r Tr S2 MAX TYPE I GEOTEXTILE FABRIC (TYP) S3Max L FOUNDATION SOIL Yf TYPICAL SECTION CASE 1 NOT TO SCALE if —15 (MIN SELECT GRANULAR BORROW MODIFIED SPEC 3149 2B2 < 0 5(S1 MAX + / S2 MAX ) / / / / / < 0 5(S2 MAX + S3 MAX) / < S MAX 1 BLOCK 1HEIGHT MINIMUM 41) RETAINED BACKFILL b ib 2 H 1 ZONE 1 H 2 ZONE 2 H 3 ZONE 3 H STANDARD SHEET NO 5-297 641 STANDARD APPROVED JULY 12 2002 TITLE MODULAR BLOCK RETAINING WALL SOIL REINFORCEMENT FOR LEVEL FILL, CASE 1 STATE PROJ NO SHEET NO 10 OF 38 SHEETS LOADING CASES UP TO 250 PSF LIVE LOAD SURCHARGE 2 12 FILL 1'— SLOPE / 13 FILL 3 1111 SLOPE 1[ immmen IIIIIMInt MMIII J M.1 / Ciiii / Cr / ME Imo mom mmm MEN MEN OEM EMI mil UtmiiiiN / "���� / "i��- 250 PSF - LL SURCHARGE 12 SLOPED FILL 13 SLOPED FILL CASE 1 CASE 3 CASE 4 NOTES TO CONTRACTOR APPROVED COMBINATIONS OF MODULAR BLOCK UNIT AND SOIL REINFORCEMENT PRODUCTS LIST WITH MBW REINFORCEMENT CLASS NOTED ARE HELD AND MAINTAINED BY THE FOUNDATIONS UNIT AND POSTED AT www mrr dot state mn us/geotechnIcal/foundations/foundations asp UNDER FOUNDATIONS UNIT ONLY APPROVED PRODUCT COMBINATIONS INCLUDING BLOCK PRODUCED FROM APPROVED SOURCES MEETING DURABILITY AND QUALITY CONTROL REQUIREMENTS MAY BE USED IN STANDARD DESIGNS PROVIDE DETAILED DRAWINGS FOR CONSTRUCTION CONTAINING • SUBMIT WITH THE DETAILED DRAWINGS A COPY OF Mn/DOT STANDARD SHEETS FOR LOADING CASE(S) USED WITH OPTIONS USED MARKED IN THE TABLE ■ ELEVATION VIEW WITH REINFORCEMENT PLACEMENT REQUIREMENTS WALL FACING LAYOUT AND GEOMETRIC INFORMATION TOP OF WALL MAY EXTEND UP TO 4 ABOVE PLAN TOP OF WALL ELEVATION • PLAN VIEW WITH BOTTOM AND TOP OF WALL ALIGNMENT AND PLAN LIMITS OF WALL ALIGNMENT • CROSS SECTIONS DETAILING BATTER REINFORCEMENT VERTICAL SPACING REINFORCEMENT LENGTHS SUBSURFACE DRAINAGE SURFACE DRAINAGE AND WATER RUNOFF COLLECTION ABOVE WALL • REINFORCEMENT LAYOUT REINFORCEMENT SHALL BE PLACED AT 100/ COVERAGE RATIO REINFORCEMENT ELEVATIONS SHALL BE CONSISTENT ACROSS LENGTH OF WALL STRUCTURE • NOTE BLOCK REINFORCEMENT AND FILL PLACEMENT METHODS AND REQUIREMENTS ■ DETAIL ALL WALL FILL PENETRATIONS AND WALL FACE PENETRATIONS DETAIL REINFORCEMENT AND/OR WALL FACING UNIT PLACEMENT AROUND PENETRATIONS ■ DETAILS THAT ARE SPECIFIC TO VENDOR PRODUCTS AND THEIR INTERACTION WITH OTHER PROJECT COMPONENTS • LIST INFORMATION ON APPROVED COMBINATION OF MBW UNIT AND GEOSYNTHETIC REINFORCEMENT INCLUDING Mn/DOT CLASSIFICATION CODE NOMINAL BLOCK WIDTH PROPERTIES FOR FIELD IDENTIFICATION AND INSTALLATION INSTRUCTIONS • DETAILS OF CAP UNITS AND INSTALLATION/FASTENING INSTRUCTIONS FOR THE CAPS CAP UNITS SHALL BE SET IN A BED OF ADHESIVE DESIGNED TO WITHSTAND MOISTURE AND TEMPERATURE EXTREMES REMAIN FLEXIBLE AND SHALL BE SPECIFICALLY FORMULATED FOR BONDING MASONRY TO MASONRY • CERTIFICATION BY PROFESSIONAL ENGINEER THAT THE CONSTRUCTION LAYOUT MEETS THE REQUIREMENTS OF PLANS AND Mn/DOT MSEW STANDARDS DEVIATION FROM STANDARD DESIGN TABLES ARE PERMITTED BY VALUE ENGINEERING SUBMITTAL ONLY ON PROJECTS WITH OVER 5000 SO FT OF WALL REVISED 11-12-02 APPROVED JULY 12 2002 47N0.4 � STATE BRIDGE GINEER CASE 2 IS OMITTED INTENTIONALLY FOR FUTURE RECONSIDERATION DEFINITION OF TERMS MBW - MODULAR BLOCK WALL LL = LIVE LOAD C I P = CAST -IN -PLACE H = WALL HEIGHT S = VERTICAL REINFORCEMENT SPACING REINFORCEMENT COVERAGE - RATIO WIDTH OF SOIL REINFORCEMENTS TO HORIZONTAL SPACING (100/ COVERAGE RATIO REQUIRED) CC) DESIGN CRITERIA DESIGN CRITERIA FOLLOWS THE AASHTO SPECIFICATION FOR HIGHWAY BRIDGES (16TH EDITION WITH 1998 INTERIMS) EXCEPT FOR THE DEVIATIONS NOTED BELOW DESIGN CRITERIA ARE IN ACCORDANCE WITH Mn/DOT POLICY AS RECORDED IN THE Mn/DOT ROAD DESIGN MANUAL A THE MINIMUM REINFORCEMENT LENGTH IS 4 FT OR 0 TH WHICHEVER IS GREATER B THE REINFORCEMENT FILL FRICTION ANGLE IS 35 C THE ALLOWABLE CONNECTION LOAD AT A GIVEN NORMAL LOAD IS COMPUTED AS THE ULTIMATE CONNECTION STRENGTH REDUCED BY A SAFETY FACTOR EQUAL TO 20 D THE LATERAL EARTH PRESSURE COMPUTATION FOR EXTERNAL STABILITY CALCULATIONS USES AN INTERFACE ANGLE SET EQUAL TO THE RETAINED BACKFILL ANGLE E THE LATERAL EARTH PRESSURE COMPUTATION FOR INTERNAL STABILITY CALCULATIONS INCORPORATES THE EFFECTS OF WALL FACE BATTER MINIMUM FACTORS OF SAFETY OVERTURNING 20 SLIDING 15 ECCENTRICITY e <L/6 BEARING CAPACITY 25 DEEP SEATED STABILITY 13 BEARING A SEE FOUNDATION REPORT FOR ALLOWABLE SOIL BEARING PRESSURE B CASES 1 AND 4 - ALLOWABLE SOIL BEARING CAPACITY (ULTIMATE BEARING CAPACITY REDUCED BY A SAFETY FACTOR OF 2 5)OF 2000 PSF IS REQUIRED FOR WALLS UP TO 10 FT IN HEIGHT FOR WALLS GREATER THAN 10 FT IN HEIGHT THE REQUIRED ALLOWABLE BEARING CAPACITY IS EQUAL TO 2000 PSF + (H 10)(625 PSF) WITH H IN FEET C CASE 3 - ALLOWABLE SOIL BEARING CAPACITY (ULTIMATE BEARING CAPACITY REDUCED BY A SAFETY FACTOR OF 25)OF 2500 PSF IS REQUIRED FOR WALLS UP TO 10 FT IN HEIGHT FOR WALLS GREATER THAN 10 FT IN HEIGHT THE REQUIRED ALLOWABLE BEARING CAPACITY IS EQUAL TO 2500 PSF + (H 10)(850 PSF) WITH H IN FEET REINFORCED WALL FILL CHARACTERISTICS A SELECT GRANULAR BORROW MODIFIED FOLLOWING SPEC 3149 2B2 MODIFICATION SELECT GRANULAR BORROW MODIFIED FOR SPECIAL USE IN EMBANKMENT OR BACKFILL CONSTRUCTION OR OTHER SPECIFIED PURPOSES MAY BE ANY PIT -RUN OR CRUSHER RUN MATERIAL THAT IS GRADED FROM COARSE TO FINE SUCH THAT 100/ OF THE MATERIAL MUST PASS THE 2 SIEVE AND THAT THE RATIO OF THE PORTION PASSING THE *200 SIEVE DIVIDED BY THE PORTION PASSING THE 1 SIEVE MAY NOT EXCEED 10/ BY MASS (THAT IS *200/1 RATIO) B INTERNAL ANGLE OF FRICTION ((fir) C COHESION (C) - 0 D MOIST UNIT WEIGHT (Yr) 125 PSF 35 COARSE FILTER AGGREGATE CHARACTERISTICS A COARSE FILTER AGGREGATE TO MEET SPEC 3149 2H INCIDENTAL NO DIRECT PAYMENT WILL BE MADE RETAINED BACKFILL CHARACTERISTICS A INTERNAL ANGLE OF FRICTION (Ob)= 30 B COHESION (C) = 0 C MOIST UNIT WEIGHT (YID)- 120 PSF FOUNDATION SOILS CHARACTERISTICS: A INTERNAL ANGLE OF FRICTION (pf)- 30 B COHESION (C) = 0 C UNIT WEIGHT Crf) = 120 PSF SUMMARY OF ESTIMATED QUANTITIES FOR MBW WALLS U QUANTITY STRUCTURE EXCAVA CLASS U YD STRUCTURE EXCAVATION S _ CU YD REINFORCED WALL FILL (CV) CU YD STRUCTURAL CONCRETE (1A43) CU YD MBW WALL SO FT TYPE I GEOTEXTILE 0 YD AL FACE AREA OF MODULAR BLOCK AS MEASURED F PLAN OF WALL TO 2 FT BELOW FINISHED GRADE AT BOTTOM • ALL PAY ITEM FOR MBW WALLS SHALL BE 2411 REVISION DATE 11 12 02 NOTES TO DESIGNER HEIGHT AND LOCATION RESTRICTIONS FOR ISSUES SUCH AS FREEZE -THAW DURABILITY ARE GOVERNED BY APPROPRIATE TECHNICAL MEMORANDUMS CURRENT GOVERNING TECH MEMO NO 01 05 MRR 01 MAY BE FOUND AT www dot state mn us/tecsup/tmemo/Index html IN ADDITION TO THE STANDARD SHEETS PLAN AND FRONT ELEVATION VIEWS OF THE MODULAR BLOCK RETAINING WALLS SHALL BE INCLUDED IN THE PLANS THE PLAN VIEW MUST SHOW ALIGNMENT BASELINE LIMITS OF BOTTOM OF WALL ALIGNMENT AND LIMITS OF TOP OF WALL ALIGNMENT AS ALIGNMENTS VARY WITH BATTER OF WALL SYSTEM ACTUALLY SUPPLIED THE FRONT ELEVATION MUST IDENTIFY BOTTOM AND TOP OF WALL ELEVATIONS EXISTING GRADES AND FINISHED GRADES IF THE WALL IS CURVED THE RADIUS AT THE BOTTOM AND THE TOP OF EACH WALL SEGMENT AND THE PC AND P T STATION POINTS OFF OF BASELINE AND LIMITS OF BOTTOM AND TOP OF WALL ALIGNMENT MUST BE SHOWN REFERENCE STANDARD PLATES AND PROVIDE DETAILS FOR TRAFFIC BARRIERS CURB AND GUTTER HANDRAILS AND FENCING AS REQUIRED BY PROJECT CONDITIONS SEE AASHTO AND Mn/DOT DESIGN MANUALS STANDARD PLATES AND DETAILS FOR REQUIREMENTS SURFACE DRAINAGE PATTERNS SHALL BE SHOWN IN THE PLAN VIEW PROVIDE DIMENSIONS FOR WIDTH AND DEPTH OF THE DRAINAGE SWALE AS WELL AS THE TYPE OF IMPERVIOUS LINER MATERIAL SURFACE WATER RUNOFF SHOULD BE COLLECTED ABOVE AND DIVERTED AROUND WALL FACE DETAIL LINES AND GRADES OF THE INTERNAL DRAINAGE COLLECTION PIPE DETAIL OR NOTE THE DESTINATION OF INTERNAL WALL DRAINS AS WELL AS THE METHOD OF TERMINATION (DAYLIGHT END OF PIPE OR CONNECTION INTO HYDRAULIC STRUCTURE) THE SPACING FOR DRAIN PIPE OUTLET SHALL NOT BE MORE THAN 250 FT SOFT SOILS AND/OR HIGH WATER CONDITIONS (DEFINED AS GROUNDWATER WITHIN A DEPTH EQUAL TO THE WALL HEIGHT H) MAY NOT BE SUITABLE FOR APPLICATION OF STANDARD DESIGNS AND REQUIRE SPECIAL CONSIDERATION BY THE FOUNDATIONS UNIT STANDARD DESIGN CHARTS ARE NOT APPLICABLE TO • PROJECT/SITES WHERE FOUNDATION SOILS SHEAR STRENGTH AND/OR BEARING CAPACITY DO NOT MEET OR EXCEED VALUES USED IN THE DEVELOPMENT OF STANDARD DESIGN CHARTS • PROJECTS WITH A LARGE QUANTITY OF FACE AREA WHERE PROJECT SPECIFIC DESIGNS ARE RECOMMENDED AS DEFINED IN Mn/DOT ROAD DESIGN MANUAL • WHERE SLOPES IN FRONT OF WALL ARE STEEPER THAN 13 • WHERE MAXIMUM WALL HEIGHT EXCEEDS 12 FT • WHERE WALLS ARE TIERED • WALLS WITH NOISE WALLS IF USING CONCRETE RAILING INCLUDE STANDARD BRIDGE DETAIL CONCRETE RAILING (TYPE F) IN PLAN SET PROVIDE PROJECT SPECIFIC AESTHETIC REQUIREMENTS INCLUDING COLOR AND FASCIA SURFACING IN THE SPECIAL PROVISIONS CHAPTER 9 OF THE Mn/DOT ROAD DESIGN MANUAL CONTAINS GUIDELINES TRAFFIC SAFETY AND OTHER ASPECTS GENERAL NOTES UTILITIES EXISTING AND PROPOSED UTILITIES ARE SHOWN IN THE GRADING PLANS THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING FACILITIES AND SHALL EXERCISE CARE IN ADJACENT CONSTRUCTION EXCAVATION AND EARTHWORK ALL EXCAVATION AND EMBANKMENT WORK SHALL CONFORM TO Mn/DOT 2451 CAST -IN -PLACE CONCRETE ALL CONCRETE SHALL CONFORM TO Mn/DOT 2461 EXCEPT AS NOTED CONSTRUCTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH Mn/DOT 2411 EXCEPT AS NOTED GEOMETRICS AND GRADES DATA FOR BASELINE GEOMETRY IS TABULATED FOR WALL ALIGNMENT SEE LAYOUT SHEETS WALL ALIGNMENT REFERENCE IS ALONG FRONT FACE OF WALL THE FILL SLOPE CONVENTION OF 1 VERTICAL TO HORIZONTAL IS USED IN THIS PLAN COMPACTION REQUIREMENTS COMPACT REINFORCED WALL FILL IN ACCORDANCE WITH Mn/DOT SPEC 21053F1 UNLESS RECOMMENDED OTHERWISE BY THE SOILS ENGINEER COMPACT GRANULAR BEDDING IN ACCORDANCE WITH Mn/DOT SPEC 2105 3F1 UNLESS RECOMMENDED OTHERWISE BY THE SOILS ENGINEER STANDARD SHEET NO 5-297 640 STANDARD APPROVED: JULY 12 2002 TITLE MODULAR BLOCK RETAINING WALL GENERAL NOTES AND SUMMARY OF QUANTITIES STATE PROJ NO SHEET NO 11 OF 38 SHEETS v V -0- 0 T\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\ \ \\\ \ \\\\\\ 0 0 0 -0- 0 0 6•17.21 ALTERNATIVE 1 0 0 0 0 ALTERNATIVE 3 0 V v 0 0 0 0 \\\\\\ \\\\\\ ALTERNATIg 40 \ ALTERNATIVE 2 ) 0 0 O 4 l0 0 I HEIGHTS \\\\\\ \\\\\\ LEGEND ® REMOVE EXISTING PIPE ABANDON EXISTING PIPE CLEAR AND GRUB (ACRE) CLEAR AND GRUB (EACH) 0 0 41( rI { MATCH LINE I \< SEE SHEET 13 0 xc 0 0 0 0 0 r 0 0 5 -0- 1 1 c 0 0 » OH PWR T BUR 0 0 x 1 25 0 25 __Beale feet KEY fit NO DATE BY CKD APPR REVISION \projects\5950\wr\plan\5950 RPA 1 h by tlfy th t thl p1 p If! I PO t p P ed by me d my dl t p I I n 0 th t l m d ly LI d P f I I E ql nd th I w f th St t f Mlnn t Print Nome WALTER C ESHENAUR Date ,1-12-07 License 40929 STATE AID PROJECT NO x x STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY REMOVAL PLAN GOVERNMENT CENTER 1 of 3 SHEET 12 OF 38 v DV z m v BUR CD uJ zv „v \ b v .Vi v 0 0 0 0 O O O XC� 0 ,•> 1 O 1 v ., se f \, \/ . LEGEND REMOVE EXISTING PIPE ABANDON EXISTING PIPE CLEAR AND GRUB (ACRE) CLEAR AND GRUB (EACH) 38): 41, MATCH LINE 41) SEES ET •RPAr ,\ \ 0 0 \ 0 ,'` ,'` ,. , , \, ` • MATCH LINE >' \>.' SEE SHEET •RPC 0 0 BU 25 OH P R -CT X 0 25 INN emote feet KEY NO DATE BY CKD APPR REVISION \projects\5950\wr\p on\5950 RPB 1 h by tlfy th t thl p p III 110 p t P 0 d by m nd my di t p I I n d th t 1 m d ly LI d P f I n I E pin 0 th I f th St t f MI n t P Int Name WALTER C ESHENAUR Date 1-12-07 I. !cense 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 CONSULTING GROUP, INC WASHINGTON COUNTY REMOVAL PLAN GOVERNMENT CENTER 2 of 3 SHEET 13 OF 38 > 0 0 > > > > > (01 11110 > � -- LEGEND REMOVE EXISTING PIPE Il l l ABANDON EXISTING PIPE CLEAR AND GRUB (ACRE) CLEAR AND GRUB (EACH) \, C/ \/ \/ JJ 1j 1/ I� 1% 1QC CITY OF STILLWATER / A\\\\\ \\\\\\ .\\ \\\\\\ ) CITY OF OAK PARK HEIGHTS > V 0 s ✓V\ MA CH LINE SE SHEET ,32 `Y/\>,i ,\ /` >\ / \/ \se \ei \>,/\\ / tij /<�,\ /\ ,\fix\' `�( �,/ \/ \ \\ / \ /\ /\ \, ,h\ / \v/tea /<\ /\ /\ / /< ,\ v " x • f v <\ , „.- _ , ` \_, ' / ` �v/ ` /�� K ,< )/ \`< \ \/ TRUNK HIGHWAY 36 a 0 \ • J / i' / Y \ / , c — v 0 25 x 0 ppo CCP 25 sortie feet KEY [rill �G1 MOP WRIRI NO DATE BY CKD APPR REVISION \prof eots\5950\wr\p an\5950 RPC I h by illy th 1-tun pi p n p p d by d y d th t l rn d ly LI n d P f 1 h I v of th Sto f MI t PrInt Nome WALTER C ESHENAUR {I it n p t t p 1 1 d E 01n d Date 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY REMOVAL PLAN GOVERNMENT CENTER 3 of 3 0 SHEET 14 OF 38 i NO r� co DATE 0 \To 1) BY CKD V V APPR \prof ects\5950\wr\p an\5950 TPA -0- O 0 f 0 0 - 0- o \\\\\\ \\\\\'\\ _\\ \\\\\\ \\\\\ 0 \ k / IALT,63 0- l 0 ll�l �-✓l/ ,L_e l CO I � I V } NJ \ � 1 LO ALTERNATIVE 33 CD 0 V V V REVISION NOTES 1 SEE SHEET 1 FOR LEGEND OLO 0 rah 0 0 0 \\\\\\ AL ERNATI40 8 890 ____ : i / _ z,/,--1 , -_,-- ob 0 = \ \\ ALTERNATIVE 2 I he by c tlfy th t thin pl p Ifl tl p t p p d by m d my dl t p I I d tht l mdly LI dP f I IE gin d VI I w f t 51 f MI t Print Nome WALTER C ESHENAUR Date 1-12-07 License 40929 if> 0 7 xc 0 » » » » » » 0 STATE AID PROJECT NO X x STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X ',CITY 1 HEIGHTS \\\\\ \\\\\\. DRAWN W ANDERSOBYN DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM N0 5529 25 0 25 Beale 0 feet CONSULTING GROUP, INC 0 r �\ l 0 5 0 n O 0 a I i.,,>' » » OH WR 0 v SEE SHEET 16 WASHINGTON COUNTY OH PWR T BUR 0 00 0 KEY JAI IN PLACE TOPOGRAPHY AND UTILITY PLAN GOVERNMENT CENTER 1 of 3 SHEET 15 OF 38 NO DATE BY CKD APPR \protects\5950\vr\p an\5950 TPB REVISION I h by Ify th t thl PI p Ifl tl p t p p 0bym d my Ol t p I I n d that 1 m 0 ly LI d P f I nal E pin d th I w f th St t f ul t Print Name WALTER C ESHENAUR Date 1-12-07 License 40929 STATE AID PROJECT NO x x STATE PROJECT NO x COUNTY PROJECT NO x CITY PROJECT N0 X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM N0 5529 CONSULTING GROUP, INC WASHINGTON COUNTY IN PLACE TOPOGRAPHY AND UTILITY PLAN GOVERNMENT CENTER 2 of 3 SHEET 16 OF 38 H PWR — » v NOTES 1 SEE SHEET 1 FOR LEGEND uNd H0 aoale KEY ., A171 .C'\. 0 NO DATE BY CKD APPR REVISION \proJecte\5950\rr\p an\5950 TPC I h by tlfy th t thl plc p clfl tl n p t 0 p p d by m nd my di p I l n and Mil md ly LI n d P f I n I E pl nd th 1 Sf th St t f MI to Print Name WALTER C ESHENAUR Date 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY IN PLACE TOPOGRAPHY AND UTILITY PLAN GOVERNMENT CENTER 3 of 3 SHEET 17 OF 38 v i 'f I v 0 • i i I j L— I L `) \ > 1•.\ I \ C\\\\ \\\\\\ \ \\\ \ \ \ \\\\ \\\\\\ \ \)\\ { +—i---�I / i 1r` I 1 � I V` ALTERNATIVE 3 > ALTERNATI 2 - PON /""�i 89a. ATIVE 1 0 v v LI -ET N o l 1 \\\\\ \\\\\\ \\\\\\ ALTERNATIVE 4 890 \ A/ ®i ALTERNATIVE 2 j- GENERAL NOTES ALIGNMENT ALTERNATIVE 1 IS THE 1000 SERIES ALIGNMENT ALTERNATIVE 2 IS THE 2000 SERIES ALIGNMENT ALTERNATIVE 3 IS THE 3000 SERIES ALIGNMENT ALTERNATIVE 4 IS THE 4000 SERIES O O LEGEND ♦'- DIRECTION OF DRAINAGE EXISTING STORM SEWER PROPOSED STORM SEWER — - - - — EXISTING RIGHT OF WAY EXISTING CONTOURS PROPOSED CONTOURS I_ L / / /J -I r L 'CITY OF�T-II-LWAT NOTES AA PIPE SHOWN OFFSET TO NORTH FOR CLARITY PURPOSES PIPE RUN 2004 TO 2005 WILL RUN ON SAME ALIGNMENT AS 1002 TO 1003 PIPE SHOWN OFFSET TO SOUTH FOR CLARITY PURPOSES PIPE RUN 3002 TO 3005 WILL RUN ON SAME ALIGNMENT AS 4003 TO 4006 OC POTENTIAL BULKHEAD WITH ALTERNATIVES O1 AND 2 D > > > c POTENTIAL BULKHEAD WITH ALTERNATIVES 3 AND 4 > 5 \\\\\\ \\\ r r( I \ 'N. 25 0 25 scale tee+ 0 1- MATCH LINE SEE SHEET 19 KEY vommalasui PF :z gr L.P7 r 1 IV! II NO DATE BY CKD APPR REVISION \protects\5950\wr\p an\5950 DRA I h by tlty th t th pl p If! Ot10 D i P 00 d by m nd my dl t p I I n 0 th t 1 duly LI n d P fo I 1 E 01 d m th I f th 5t f MI to Print Name WALTER C ESHENAUR Dote 1-12-07 Elcense 40929 STATE AID PROJECT NO X x STATE PROJECT NO X COUNTY PROJECT NO x CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF. CONSULTING GROUP, INC WASHINGTON COUNTY STORM SEWER PLAN GOVERNMENT CENTER 1 of 3 SHEET 18 OF 38 0 NO 0 NLLI 1 ov z DATE BY V w z 0 0 z CKD APPR \proJ ecte\5950\rr\p an\5950 DRB REVISION /4 5 L E 875 i 0� 1 h by tlfy th 1 thl pl p Iilcofl P PO d by m d my di 1 p th t I m d ly LI OP f s I I E gln th I f th St f Ail t Print Name WALTER C ESHENAUR Dote 1-12-07 License LEGEND DIRECTION OF DRAINAGE EXISTING STORM SEWER < PROPOSED STORM SEWER — — — — — EXISTING RIGHT OF WAY EXISTING CONTOURS PROPOSED CONTOURS p t II d 40929 le \ WASHINGTON' COUNTY / J /�7 ,/ AD u,� j' R 0 `T Y , 7/ STATE AID PROJECT NO X x STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 SRF CONSULTING GROUP, INC MATCH LINE SEE S EE fie P I7l 77 y L I \ / INE / SEE SHEET 20 WASHINGTON COUNTY STORM SEWER PLAN GOVERNMENT CENTER 2 of 3 25 25 feet KEY SHEET 19 OF 38 0- 30 -ITS DRIVEW Y -EASEMENT /17 v I7 a } v } \ \\\\\�\�\ \\\\\\ \\\1\\ \\\\\\ 0 V LEGEND DIRECTION OF DRAINAGE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING RIGHT OF WAY EXISTING CONTOURS PROPOSED CONTOURS r r ati 8 9 r TR\\K IG-WA 36 ` • ° e J _ if W \ 1 d X 25 0 25 Beale feet KEY NO DATE BY CKD APPR REVISION \protects\5950\wr\p an\5950 DRC I h by tlfy th t thl pl p Ifl II p t p p d by ind my dl t p I I d th t l md ly LI o d P f I l Enol a nd th 1 w f t St tf 11 Ot P Int Name WALTER C ESHENAUR Date 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT N0 X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM N0 5529 CONSULTING GROUP, INC WASHINGTON COUNTY STORM SEWER PLAN GOVERNMENT CENTER 3 of 3 SHEET 20 OF 38 Water Resources Constructlon Notes The following notes provide critical Information regarding the water resources features proposed for thls project Drainage systems shall be constructed according to the accompanying specifications construction plans the SWPPP and as directed by the engineer of record The design Is based on right of way topography and utlllty Information provided by Washington County Prior to construction the contractor shall verify elevations locations and potential utlllty conflicts and elevations of storm sewer connections Report discrepancies Immediately to the owner or engineer of record See SWPPP for additional environmental permit requirements 1 The proposed drainage systems are based on the following guiding documents' -MPCA NPDES Phase II General Storm Water Rules - Middle St Croix Watershed Management Organization Rules - City of Stillwater construction specifications and standard plates - Mn/DOT drainage manual and specifications 2 Applicable construction permits - MPCA NPDES Phase II General Storm Water Permit for Construction Activities - City of Stillwater - Mn/DOT Permit to Construct on Right of Way 3 Special features Included In these plans a Bloretentlon Areas Bloretentlon areas function as both storm water quality and volume control See Sheet for bloretention area construction detall37 Compaction of In -situ soils and engineered backflll must be minimized and must follow specifications 4 During plant establishment In the Bloretentlon area the diversion to Cell C must be temporarlly be blocked In order to prevent draining to the Bloretentlon area In Cell C The Intent of the temporary control measures Is to cause as much water as possible to bypass the bloretention area by flowing around Cell C to Cell 0 All temporary erosion control devices shall be removed one year after final acceptance of plant materials or as directed by the engineer Flows FROM STRUCTURE LOCATION (A) COORDINATES FLOWS TO DRAINAGE TABULATION STR STR NEW STRUCTURE CONSTRUCTION RC PIPE SEWER (DESIGN 3006) 30 CL IICASTING TOP OF UP STREAM PIPE INVERT DOWN STREAM PIPE INVERT LENGTH INCLUDES FOOTNOTES DESIGN (B) PAY HEIGHT CASTING ASSEMBLY (C) STEPS RE- QUIRED X Y POINT NO POINT NO LIN FT TYPE L F x x x x x x x x x x x x (E) x x x x x x x x x x x x x x x x x x x x x x x x (D) (E) x x x x x x x x (F) (H) x x x x x x x (G) TOTAL x (A) STRUCTURE LOCATION IS TO CENTER OF STRUCTURE HOLE IN TOP SLAB OF EACH STRUCTRUE SHOULD BE ROTATED TO THE NORTH (B) STRUCTURE DESIGN IS PER CITY OF STILLWATER STANDARD DRAWINGS NO 21 CATCH BASIN DETAIL CBDTL3 AND NO 31 STORM SEWER MANHOLE DETAIL MHDTL3 STRUCTURE DESIGN C SHALL BE PAID FOR AS DRAINAGE STRUCTURE DESIGN SPECIAL 1 STRUCTURE DESIGN E SHALL BE PAID FOR AS DRAINAGE STRUCTURE DESIGN SPECIAL 2 STRUCTURE DESIGN X SHALL BE PAID FOR AS DRAINAGE STRUCTURE DESIGN SPECIAL 3 (C) M-11 CASTING IS MN/DOT CASTING NO 731 AND CONCRETE FRAME PER MN/DOT STANDARD PLATE 4143 R-1733 AND R-3067 ARE NEENAH FOUNDRY COMPANY CASTINGS OR APPROVED EQUAL PER CITY OF STILLWATER STANDARD DRAWINGS NO 21 AND NO 31 (D) REINFORCED CONCRETE PIPE ENERGY DISSIPATOR (TYPE II) PER MNDOT STANDARD PLATE 5010 SHALL BE INSTALLED AT DOWNSTREAM END OF PIPE OUTSIDE OF MH 103 PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF ENERGY DISSIPATOR SHALL BE TIED PER STANDARD PLATE A 3 FOOT LENGTH OF PIPE SHALL BE USED DOWNSTREAM OF ENERGY DISSIPATOR WHICH SHALL BE CONNECTED TO MH 103 ENERGY DISSIPATOR IS INCIDENTAL TO PIPE INSTALLTION (E) CONNECT TO 8 PERFORATED PE DRAIN TILE FROM BIORETENTION AREA (F) BUILD STRUCTURE OVER EXISTING 36 RCP PIPE EXISTING INVERT = 877 32 (FIELD VERIFY) (G) CONNECT TO EXISTING 10 RCP PIPE EXISTING INVERT = 885 50 (FIELD VERIFY) NO DATE BY CKD APPR REVISION \prof acts\5950\wr\plan\5950 DRD I h by tlfy th 1 thl pl p 1(1 11 p p p d by m d my dl t p 151 d m th t 1 d ly LI dP f 1 I E pi d th 1 f th St t Of MI O t Print Name WALTER C ESHENAUR Dote 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM N0 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY DRAINAGE NOTES GOVERNMENT CENTER 1 of 1 SHEET 21 OF 38 I A / PC Sta /! A c- « m LC) 00 C) \—< \\\\\\ \— — \\ fro J,�0le-1` �p:rm=- CO m e LEGEND DIRECTION OF DRAINAGE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING RIGHT OF WAY EXISTING CONTOURS PROPOSED CONTOURS PROPOSED DRAINTILE i In Z 0 Z CO II I � � rnrn ern rr s 25 0 25 eoale feat co L0 CO r C KEY 0 NO DATE BY CKD APPR REVISION \projects\5950\wr\p on\5950 CNA I he eby tlfy th t th1 pl p III tl p t p 9 d by m d my dl t p I I n d th t 1 am d d ly LI n d P f I 1 E gl d th I w f th St 1 f MI td Print Nome WALTER C ESHENAUR Date 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT N0 X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM N0 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY GRADING PLAN GOVERNMENT CENTER 1 of 1 SHEET 22 OF 38 i V V V J L I I \ V w z 0 i 4 LO _ L- D S TR' L - 1 1 1 V D -1 _ ,> > ` >9_ "/ \\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\ \\\\ \\\\-\\\ \\\\\\ \\\\\\� > A > > ALTERNATIVE 1 V ALTERNATIVE 3 i V V ALTERNATIVE 4 ALTERNATIVE 2 - > my OF CIILLWAT 0 GENERAL NOTES 1 SEE LANDSCAPE PLANTING PLAN FOR SEEDING MIXES SPECIFIC NOTES ti r T BUR OH PWR 7 7 i 7 CITY OF OAX j PARK HEIGHTS \\\\\\ ' \\\\\ \\\\\\ \\ > O STORM DRAIN INLET PROTECTION LEGEND 41100111 DIRECTION OF DRAINAGE ROCK CONSTRUCTION ENTRANCE —Hp---r SILT FENCE (HEAVY DUTY) 1' Ir 1 3 o_ r I l } 1 OH PWR fz_ v D i 21 C i v m y 7 v y � \\\\\\ \\\\\\ \\\\ VC MATCH LINE SEE SHEET 24 OH PWR T BUR 25 0 25 poall -feet D 1 KEY NO DATE BY CKD APPR REVISION \projeots\5950\wr\plan\5950 TEA 1 h by iffy th t thl pl p If ICatl Pa t p d by m a my al t p I I d wp h t 1 m a ly LI n d P f I I E ai a h I w f th S t f Allan S t Print Name WALTER C ESHENAUR Date 1-12-07 LlCenSe 40929 STATE AID PROJECT NO X x STATE PROJECT NO X COUNTY PROJECT NO x CITY PROJECT N0 X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 CONSULTING GROUP, INC WASHINGTON COUNTY TEMPORARY EROSION CONTROL PLAN GOVERNMENT CENTER i of 3 SHEET 23 OF 38 MATCH LINE L— SEE SHEET —_23- • v V • 0 w v Z O 0 OD V V V DI 0 I li �� V I // ( V SPECIFIC NOTES O STORM DRAIN INLET PROTECTION GENERAL NOTES 1 SEE LANDSCAPE PLANTING PLAN FOR SEEDING MIXES 0 • NO DATE BY CKD APPR REVISION \projects\5950\wr\p an\5950 TEB n a O LEGEND ♦m DIRECTION OF DRAINAGE ROCK CONSTRUCTION ENTRANCE -HD— SILT FENCE (HEAVY DUTY) I h by tlfy th t thl pl p Ifl tl p t p P d by m d my dl t p I I d th t l md ly LI OP f I I E pin 0 th I w f ih St t f UAl t Print Name WALTER C ESHENAUR Date 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X r' DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM N0 5529 I Fj 1 • Yi CONSULTING GROUP, INC • • • % rrr �ryY F / MATCH LINE SEE SHEET 25 • • • • • v v IS 0 CD WASHINGTON COUNTY • r— • — 25 0 25 (wale feet I II I KEY TEMPORARY EROSION CONTROL PLAN GOVERNMENT CENTER 2 of 3 SHEET 24 OF 38 MATCH LINE SEE SHEET 24 • IV V < HD r 11 III III II 11, 1111 \ LEGEND 1411 DIRECTION OF DRAINAGE (/ r ROCK CONSTRUCTION ENTRANCE SEED MIXTURE TYPE 310 SEED MIXTURE TYPE 350 SEED MIXTURE TYPE 250 —HD-- SILT FENCE (HEAVY DUTY) r GENERAL NOTES L� 1 SEE LANDSCAPE PLANTING PLAN FOR SEEDING MIXES SPECIFIC NOTES slim- 00. STORM DRAI'FINLET PROTECTION S \ r f� � J HD HD HD GI o a e V l L� 25 0 25 00aie feet _ J KEY NO DATE BY CKD A PP REVISION \protects\5950\wr\p an\5950 TEC 1 he by tlfy t thl pl p Ifl tl p t p p d by m d my dl e t p I I a d th t l em 0 duly LI n d P f 1 al E pl nd th I w f th St f 01 Print Name WALTER C ESHENAUR Dote 1-12-07 License 40929 STATE AID PROJECT NO X X STATE PROJECT NO x COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY W ANDERSON DESIGNED BY E ROERISH CHECKED BY W ESHENAUR COMM NO 5529 CONSULTING GROUP, INC WASHINGTON COUNTY TEMPORARY EROSION CONTROL PLAN GOVERNMENT CENTER 3 of 3 SHEET 25 OF 38 CODE QTY SIZE BOTANICAL NAME ROOT NOTES DECIDUOUS TREES AF 2 5 Acer freeman!! x Jeffers AUTUMN BLAZE MAPLE B&B SINGLE STRAIGHT LEADER CO 2 5 Celtls occ/dentolls HACKBERRY B&B SINGLE STRAIGHT LEADER PT 2 5 Populus tremu/o/des QUAKING ASPEN B&B SINGLE STRAIGHT LEADER QM 2 5 Quercus macrocarpa BUR OAK B&B QR 2 5 Quercus rubra RED OAK B&B SINGLE STRAIGHT LEADER CONIFEROUS TREES JV 2 5 Junlperus vlrg/nlano EASTERN RED CEDAR B&B SINGLE STRAIGHT LEADER PG 2 5 Plcea glouco densata BLACK HILLS SPRUCE B&B SINGLE STRAIGHT LEADER PR 2 5 P/nus reslnoso RED PINE B&B SINGLE STRAIGHT LEADER ORNAMENTAL TREES AL 2 5 Amelanchler laev/s ALLEGHENY SERVICEBERRY B&B CLUMP MULTI -STEM MP 2 5 Malus Prairie Fire PRAIRIE FIRE CRAB APPLE B&B SINGLE STRAIGHT LEADER OV 2 5 Qstrya v/g/nlano IRONWOOD B&B CLUMP MULTI -STEM PA 2 5 Prunus amerlcana AMERICAN PLUM B&B CLUMP MULTI -STEM PV 2 5 Prunus vlrg/n/ona CHOKECHERRY B&B SINGLE STRAIGHT LEADER CONIFEROUS AND DECIDUOUS SHRUBS CA *2 Corylus amerlcana AMERICAN HAZLENUT CONT CP *2 Cornus alternafolla PAGODA DOGWOOD CONT CS *2 Cornus serlcea REDOSIER DOGWOOD CONT DL *2 Dlervllla /onlcera BUSH HONEYSUCKLE CONT JC *2 Junlperus ch/nens/s MINT JULIP JUNIPER CONT 18 SPREAD RA *2 Rhus aromatica Gro-Low GRO-LOW SUMAC CONT RT *2 Rhus typhIna STAGHORN SUMAC CONT SP *2 Sambucus pubens Red -berried elder CONT y- V LEGEND DECIDUOUS TREE ORNAMENTAL TREE 0 CONIFEROUS �! TREE O SHRUBS 000 Q PERENNIALS SOD - TYPE SALT RESISTANT PER MN/DOT 3878 PRAIRIE SIDE SLOPES STORMWATER POND PLUG AND FORB SEED MIX SEED MIX TYPE 310 SEED MIX TYPE 5B PRAIRIE FORBS WOODLAND FORBS -0- .1 1 ti AAA \ O OM LLd 207000 c r ti .A-0A- ( ti OM rr r CONIFEROUS TREE TYP MATCH LINE { OM OM -o- i—DECIDUOUS TREE TYP 0 0 25 X 0 INN 1 25 scale feet SEE SHEET 27 NO DATE BY CKD AP PR REVISION \proJects\5950\wr\plan\5950 LSA 1 h by /Ify that tnl pl p Ifl tl p t p p d by m and my dl t p I I d th t I m a duly LI o d L d p A nit f a fh I w f th St t f Min to Print Name JONI GIESE Date License 1-12-07 STATE AID PROJECT NO X x STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE PLANTING PLAN GOVERNMENT CENTER 1 of 3 SHEET 26 OF 38 CODE QTY SIZE BOTANICAL NAME ROOT NOTES DECIDUOUS TREES AF 2 5 Acer freeman!! x Jeffers AUTUMN BLAZE MAPLE B&B SINGLE STRAIGHT LEADER CO 2 5 Ce/t/s occidentals HACKBERRY B&B SINGLE STRAIGHT LEADER PT 2 5 Populus tremuloldes QUAKING ASPEN B&B SINGLE STRAIGHT LEADER QM 2 5 Quercus macrocarpo BUR OAK B&B QR 2 5 Quercusrubro RED OAK B&B SINGLE STRAIGHT LEADER CONIFEROUS TREES JV 2 5 Junlperus vlrglnlana EASTERN RED CEDAR B&B SINGLE STRAIGHT LEADER PG 2 5 Plcea glauca densato BLACK HILLS SPRUCE B&B SINGLE STRAIGHT LEADER PR 2 5 Plnus resinoso RED PINE B&B SINGLE STRAIGHT LEADER ORNAMENTAL TREES AL 2 5 Ame/onch/er laevls ALLEGHENY SERVICEBERRY B&B CLUMP MULTI -STEM MP 2 5 Malus Pra/r/e Flre PRAIRIE FIRE CRAB APPLE B&B SINGLE STRAIGHT LEADER OV 2 5 Ostryo vlglnlona IRONWOOD B&B CLUMP MULTI -STEM PA 2 5 Prunus amerlcana AMERICAN PLUM B&B CLUMP MULTI -STEM PV 2 5 Prunus vlrglnlana CHOKECHERRY B&B SINGLE STRAIGHT LEADER CONIFEROUS AND DECIDUOUS SHRUBS CA *2 Corylus amerlcana AMERICAN HAZLENUT CONT CP 2 Cornus alternafollo PAGODA DOGWOOD CONT CS *2 Cornus serlcea REDOSIER DOGWOOD CONT DL *2 Dlervllla lonlcera BUSH HONEYSUCKLE CONT JC *2 ✓unlperus chlnensls MINT JULIP JUNIPER CONT 18 SPREAD RA *2 Rhus aromatica Gro-Low GRO-LOW SUMAC CONT RT *2 Rhus typhIna STAGHORN SUMAC CONT SP *2 Sambucus pubens Red -berried elder CONT LEGEND TREIDUOUS TREE OORNAMENTAL TREE Y 1 , J \I O CONIFEROUS TREE O SHRUBS C100 O PERENNIALS SOD - TYPE SALT RESISTANT PER MN/DOT 3878 PRAIRIE SIDE SLOPES STORMWATER POND PLUG AND FORB SEED MIX SEED MIX TYPE 310 SEED MIX TYPE 5B PRAIRIE FORBS WOODLAND FORBS GENERAL NOTES 1 1 FOR SEED MIXES SEE SHEET37 XC OM n • TRAIL ENTRY PLANTING TYP ORNAMENTAL TREE TYP G 9e OM /OM OM \ 6 WIDE SOD BLVD OM PRAIRIE FORBS TYP / G 1 OM ED 00 ED UJ MATCH LINE SEE SHEET 26 TRAIL ENTRY \ PLANTING BED \ \ CP ORNAMENTAL TREE TYP w�� \ "rwil.! 411.,,,t1:111.904:111111V 1 leo V% • O y. ass +Tl 065 1 > >><Xr , �2./ sr\Kyr Yn\ n „} / J ✓t < tv> n , > n `�>>` /\t> n O° / C \X t> X< ^t1 ' < '(j < .)\,„</y / 1 ^>,`\S Y? /` �:\ st Y < Y> ? yXY% v �> , <,Lr) c < / v Y yr X< y < Y? < vv>< ;"'\ v y \\ n >s}� �� �v J ��� �Yv }`.� ✓� i Y. J \-/ -/ \,;8:,\::5 ' POND B- -7 i- i <&\ 7 -? c7 -7 7 - n n CONIFEROUS TREE TYP OM n OM OM OM -0- DECIDUOUS TREE TYP 25 X 0 L 1 25 Goole feet KEY VELUM .I roppi r�lr WAN NO DATE BY CKD APPR REVISION \projects\5950\wr\p an\5950 LSB 1 h by tl£y th t thl pl p III 11 p t wa p pa d by m nd my 01 I s p I I d th t l m d ly ll d L nds p A hit t d I I w of the St t £ MI n t Print Name JONI GIESE Dote L lcense 1-12-07 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY 5 JERGENS CHECKED BY J GIESE COMM NO 5529 SRF CONSULTING GROUP, INC WASH INGTON COUNTY LANDSCAPE PLANTING PLAN GOVERNMENT CENTER 2 of 3 SHEET 27 OF 38 M CODE QTY SIZE BOTANICAL NAME ROOT NOTES DECIDUOUS TREES AF 2 5 Acer freeman!! x Jeffers AUTUMN BLAZE MAPLE B&B SINGLE STRAIGHT LEADER CO 2 5 Ce/t!s occldento!!s HACKBERRY B&B SINGLE STRAIGHT LEADER PT 2 5 Populus tremuloldes QUAKING ASPEN B&B SINGLE STRAIGHT LEADER QM 2 5 Quercus mocrocarpa BUR OAK B&B QR 2 5 Quercus rubro RED OAK B&B SINGLE STRAIGHT LEADER CONIFEROUS TREES JV 2 5 Junlperus vlrgln/ana EASTERN RED CEDAR B&B SINGLE STRAIGHT LEADER PG 2 5 Plcea g/auca densata BLACK HILLS SPRUCE B&B SINGLE STRAIGHT LEADER PR 2 5 Plnus res/nosa RED PINE B&B SINGLE STRAIGHT LEADER ORNAMENTAL TREES AL 2 5 Ame/onch/er /aevis ALLEGHENY SERVICEBERRY B&B CLUMP MULTI -STEM MP 2 5 Ma/us Prairie Fire PRAIRIE FIRE CRAB APPLE B&B SINGLE STRAIGHT LEADER OV 2 5 Ostryo vIginlano IRONWOOD B&B CLUMP MULTI -STEM PA 2 5 Prunus amerlcana AMERICAN PLUM B&B CLUMP MULTI -STEM PV 2 5 Prunus vlrg/n/ana CHOKECHERRY B&B SINGLE STRAIGHT LEADER CONIFEROUS AND DECIDUOUS SHRUBS CA *2 Corylus amerlcana AMERICAN HAZLENUT CONT CP *2 Corns alternofolla PAGODA DOGWOOD CONT CS *2 Cornus serlcea REDOSIER DOGWOOD CONT DL *2 Diervllla lonlcera BUSH HONEYSUCKLE CONT JC R2 ✓uniperus chlnensis MINT JULIP JUNIPER CONT 18 SPREAD RA *2 Rhus aromatica Gro-Low GRO-LOW SUMAC CONT RT *2 Rhus typhIno STAGHORN SUMAC CONT SP a2 Sambucus pubens Red -berried elder CONT LEGEND DECIDUOUS TREE OORNAMENTAL TREE rr O CONIFEROUS TREE O SHRUBS COO O PERENNIALS SOD - TYPE SALT RESISTANT PER MN/DOT 3878 PRAIRIE SIDE SLOPES STORMWATER POND PLUG AND FORB SEED MIX SEED MIX TYPE 310 SEED MIX TYPE 5B PRAIRIE FORBS WOODLAND FORBS i~I WOODLAND FORBS ALONG TRAIL TYP L _J J DECIDUOUS SHRUB TYP ORNAMENTAL TREE, TYP r - - 1 } {_ ) .. r MATCH LINE AP 0 6.0 '1 1\'\ i 7 — 7 v7 7 7 7 y- r ✓ / y 7 v —7 7 . p i ; — / 7 7 7 POND A' v 7 '7 �7 -/ - - -7V p -1p - - 7.1 1-1 _7 7. . J 7 v 7 '-77 7 g. v 7 v 7 ). b ' V v -1 > T , 7-7Cr i i / 7 > >-\ l� r} r� - 7- }{ r _ J 1 .{ .- DECIDUOUS TREE TYP GENERAL NOTES 1 FOR SEED MIXES SEE SHEET37 fie Oft >- rr /—( - 7 }< ,_ ' c0 l >� —> 0 0 0 0 0 0 0 0 0 0 OM > < - _ r ) 25 0 MIN 25 eoale feet NO DATE BY CKD APPR REVISION \projects\5950\wr\p tan\5950 LSC I h by tlfy th thl pl p Itl tl • P P d by m d my dl dt p th t l m d ly LI o d L ds p F hit th I w f its St t f Min t P Int Name JONI GIESE p i I I dna Dote License 1-12-07 STATE AID PROJECT NO X x STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY 5 JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE PLANTING PLAN GOVERNMENT CENTER 3 of 3 SHEET 28 OF 38 \/ LJ OM M w OM OM 0 0 4 C3Q35 37 3 E3 36 38 19 20 96 5 0 0 25 25 22 24 0 21 GENERAL NOTES • 23 1 FOR TREE PROTECTION TABULATION, SEE SHEET32 „46 OM 0 47e 48 "ft I p t i 61 63 J 62 OM. 41 0 r,3 3 2$ 2 �\ 262• 7 3u 31 LEGEND ,7 EXISTING DECIDUOUS TREE 9 8 5 LDS 0 .91 92 93 1097 9 8 .99 \\\\L 00 MATCH LINE 76 5 1 9 71/4 6 74 (5 86 89 8 41 90 01 SEE SHEET 30 9 I\ 02 - 10 3 5 4 0 OM OM X 25 11= N 1 25 Boole feet KEY WEIggaagg ' eC�II T m NO DATE BY CKD APPR REVISION I h by tlfy th t thl p1 P Ifl tl n p * P P d by m d my dl p I I d th t 1 rn d ly 11 d L d P A hit t d th I w f th St 1 f MI t Print Name JONI GIESE Date LIcense 1-12-07 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY 5 JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION PLAN GOVERNMENT CENTER 1 of 4 SHEET 29 OF 38 \prof ects\5950\wr\p an\5950 LSD I�l Om OM OM U7 W N 20 7 LJ 0 0 IL \ LEGEND TREE LOCATION AND 2 3 INVENTORY NUMBER EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE GENERAL NOTES 1 FOR TREE PROTECTION TABULATION, SEE SHEET32 L 0) MATCH LINE SEE SHEET 10-r a �1061', i 05 104 0 - 8 \ 9\ 114 115 0v116 04119 C.P120 N /0 1 2 2 3'' 124 /wE _27 125 OM e e e re. /13 7 103 6 ° / A13 9 0 A41me142 OM / /OM / 0 / 1 OM 15-0 13 13 2e J I133e / / / 0 / 135 G 143 18 ca134 144 145 146 s 147 21 MATCH LINE SEE SHEET 31 1 M OM oM OM 25 x 0 L 1 25 Boole KEY foot NO DATE BY CKD APPR REVISION \projecto\5950\wr\plan\5950 LSE 1 h by tlfy th t thl pl Sp Ifl tl p 1 th tpi ep dd ly 11 0L a y pe AT hit t 1 I 0 d Th I w m f th St t o f MI t Print Name JONI GIESE Date License 1-12-07 STATE AID PROJECT NO X X STATE PROJECT NO x COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION PLAN GOVERNMENT CENTER 2 of 4 SHEET 30 OF 38 -0- 1- a LEGEND Q TREE LOCATION AND 2 3 INVENTORY NUMBER EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE GENERAL NOTES 1 FOR TREE PROTECTION TABULATION, SEE SHEET32 0 L_� J * Vi ° ° °° 0 o e 0 0 ° ° o «sus; K W44.4 25 0 25 Goole feet NO DATE BY CKD APPR REVISION \projects\5950\wr\p an\5950 LSF I h by tlfy th t hl pl p III tl p D D a by m una my al t D I I d th t 1 am o d Iy LI a L o Cap A hlt f d th law f th St f Ml n t Print Name JONI GIESE Date LJ cense I-12—O7 STATE AID PROJECT NO x x STATE PROJECT N0 x COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION PLAN GOVERNMENT CENTER 3 of 4 SHEET 31 OF 38 TREE NUMBER SPECIES DBH (INCHES) COMMENTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 45 TREE NUMBER SPECIES DBH (INCHES) COMMENTS 48 49 50 51 52 53 54 55 56 57 58 59 60 62 63 64 65 66 67 68 69 70 71 72 74 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 TREE NUMBER SPECIES DBH (INCHES) COMMENTS 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 ■DBH = Diameter Breast Height, approx 4'-5 above ground NO DATE BY CKD APPR REVISION \prof ects\5950\wr\p cn\5950 LSG STATE AID PROJECT NO x x STATE PROJECT NO x COUNTY PROJECT NO x CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION PLAN GOVERNMENT CENTER 4 of 4 SHEET 32 OF 38 / /// / / / // r L - q _ r 7 �j / 4c O s = E__5085-00-= _ -- - __- ✓ / KI // /// /// 7/ \ e ,a41 \ { 6 WIDE \ / 4 ~ BI \RAIL O P \ T \ P'"' y / \ / / \ i,, T \ r t,\ / MODULAR BLOCK \ , \ \ \ \ \ RET WALL \ \ \ \\\ \ / \ • \\ \ r\ 1l =°_ E I IJ I \ \ . . - L— —� �� � L— O s O • l l \\\ 0 e � \\\\\\\ \ \\\\\\\ \ • \\ \ \ • \ \ \ .. f\\ \ \ z Q_) • \ \\ cn E 508500 i N7 0O O Ir L— 25 0 25 scale feet NO DATE BY CKD APPR REVISION \protects\5950\wr\p an\5950 LEA I h by My th 1 thl pl p III d11 p 1 p 0 d by m d my dl t p 11 d h t I md ly LI d L nd p A hit 1 d h I f th 5 t f AP n 1 Print Name JONI GIESE Date License 1-12-07 STATE AID PROJECT NO x X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY 5 JERGENS DESIGNED BY 5 JERGENS CHECKED BY J GIESE COMM NO 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE CONSTRUCTION PLAN GOVERNMENT CENTER 1 of 1 SHEET 33 OF 38 DRIP LINE TREE PROTECTION SIGN CONSTRUCTION LIMITS TREE PROTECTION SIGN 's4 44y FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE PLACE PROTECTION SIGNS ALONG FENCE AT 20 INTERVALS TEMPORARY PROTECTION FENCE PLACEMENT DETAIL NEW GROUND LEVEL SANDY LOAM FILL J EXISTING GROUND LEVEL ANY FILL REQUIRED WITHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPACTED (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONE DAYLIGHTED END OPENING AS AN AERATION SYSTEM SANDY LOAM FILL DETAIL Tree Protection Area DO NOT ENTER THE FENCED AREA We appreciate your cooperation to ,,,,,, protect these trees during ,g construction °$` 12" FABRICATE 12" X 9"X 343" SIGN WITH 0 75" RADIUS CORNERS SIGN SHALL BE WHITE WITH BLACK LETTERING ATTACH SIGN TO POST USING 1" LENGTH WOOD SCREWS PLACED AT 2 5" AND 7 3" RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN TREE PROTECTION DETAIL NO DATE BY CKD APPR REVISION \prof acts \5950\wr\plan\5950 LDA I h by tlfy th t thl pl p III tl p t P p d by m d my dl t p 1 d th t I m d ly LI en d L d p A hit t d h 1 w f th 5t t f MI t P Int Name JONI GIESE Date L Icense 1 -1 2-07 STATE AID PROJECT NO X X STATE PROJECT NO COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 5529 CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION DETAILS GOVERNMENT CENTER 1 of 1 SHEET 34 OF 38 SUBSIDENCE OR DETERIORATION OF MULCH THROUGHOUT THE CONTRACT IS ACCEPTABLE TO THE EXTENT THAT THE MULCH DEPTH IS MAINTAINED AT A MINIMUM DEPTH OF 3 INCHES AT ALL TIMES AND UPON FINAL ACCEPTANCE REPLACEMENT MULCH SHALL BE REQUIRED TO PROVIDE THE MINIMUM MULCH DEPTH SPECIFIED WHEN SUBSIDENCE OR LOSS IS EXCESSIVE OR WHEN THE CONTRACTOR S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL TYPE OF PLANT X CENTER OF PLANT TO MULCH LINE X1 EDGE OF BRANCHING TO MULCH LINE Y DEPTH OF MULCH MIN MAX Z DEPTH OF MULCH MIN MAX EVERGREEN TREES VARIES 3 MIN 4 6 4 6 DECIDUOUS TREES 3 MIN N/A 4 6 4 6 EVERGREEN SHRUBS VARIES 3 MIN 3 4 4 6 DECIDUOUS SHRUBS 3 MIN N/A 4 6 4 6 VINES 2 MIN N/A 4 6 4 6 GROUNDCOVERS AND PERENNIALS VARIES 2 MIN 3 4 3 4 MACHINE -TRANSPLANTED TREES 12 BEYOND EDGE OF HOLE 4 6 4 6 NOTE: REMOVE MULCH PLACED TO A DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT MULCH PLACEMENT DETAIL ON CENTER SPACING AS SHOWN ON PLAN WIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE PLANTS ROOT SYSTEM PLANTING BED SOIL SEE DETAIL 4 ON SHEET35 3 DEPTH WATERING BASIN MNDOT TYPE 6 SHREDDED MULCH FINISHED GRADE NOTES: 1 FOR USE IN ALL PLANTING BEDS OUTSIDE OF BIORETENTION BASINS ONLY 2 REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY 3 SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY 4 APPLY WATER TO SETTLE PLANTS AND FILL VOIDS THEN CONSTRUCT 3 DEPTH WATERING BASIN 5 WATER THOROUGHLY WITHIN 2 HOURS PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE PLANTING DETAIL FOR MASS PLANTING BEDS 3 X BALL DIAMETER ROOT FLARE BACKFILL SOIL MULCH PLANTING HOLE UNDISTURBED NATIVE SOIL BALLED & BURLAPPED STOCK 1 SCARIFY SIDES AND BOTTOM OF HOLE 2 ONLY PRUNE BRANCHES IF BROKEN DURING INSTALLATION 3 SET PLANT ON UNDISTURBED NATIVE SOIL INSTALL PLANT SO THE BOTTOM OF THE ROOT FLARE IS AT OR SLIGHTLY ABOVE THE FINISHED GRADE 4 PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET (IF USED) INTACT BACKFILL WITH THE BACKFILL SOIL SPECIFIED TO WITHIN APPROXIMATELY 12 OF THE TOP OF THE ROOTBALL THEN WATER PLANT REMOVE THE TOP 1/2 OF THE WIRE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER ALSO REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/2 OF THE BALL REMOVE ALL TWINE 5 PLUMB TREE TRUNK AND BACKFILL WITH THE BACKFILL SOIL SPECIFIED 6 WATER TO SETTLE PLANTS AND FILL VOIDS 7 WATER THOROUGHLY WITHIN 2 HOURS 8 PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE CLEAR MULCH 3 FROM TREE TRUNK ROOT FLAR BOTTOM OF ROOT FLARE 3 X BALL DIAMETER FINISHED GRADE CONTAINER STOCK 1 MAINTAIN MOIST ROOTS UNTIL PLANTING 2 SCARIFY SIDES AND BOTTOM OF HOLE 3 ONLY PRUNE BRANCHES IF BROKEN DURING INSTALLATION 4 SET PLANT ON UNDISTURBED NATIVE SOIL INSTALL PLANT SO THE BOTTOM OF THE ROOT FLARE IS AT, OR SLIGHTLY ABOVE, THE FINISHED GRADE SPREAD ROOTS OUT EVENLY 5 PLUMB TRUNK AND IMMEDIATELY BACKFILL WITH THE BACKFILL SOIL SPECIFIED 6 WATER TO SETTLE PLANTS AND FILL VOIDS 7 WATER THOROUGHLY WITHIN 2 HOURS 8 PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE CLEAR MULCH 3 FROM TREE TRUNK PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS GRAFTED TREE TREE TRUNK/STEM GRAFT UNION (T-BUD) SWELLING ADVENTITOUS ROOTS (MAY BE VISIBLE) FINISHED SOIL ELEVATION MAIN (1ST ORDER) LATERAL ROOTS FINE FEEDER ROOTS NOTES 1 INSTALL PLANTS PLUMB AND SO AFTER BACKFILLING THE BOTTOM OF THE ROOT FLARE (TREES) IS OUT OF THE SOIL ELEVATION PLANTING DEPTH DETAIL ROOT FLARE GENERAL NOTES PLANTING HOLE AND BED CULTIVATION SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS THE PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOIL CONDITIONS THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1 -3 HIGHER IN POORLY DRAINED SOILS THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE IN HEAVY POORLY DRAINED OR IMPERVIOUS SOILS LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEDS TO A MINIMUM DEPTH OF 8' SOIL AMENDMENTS SHALL BE APPLIED DURING CULTIVATION BACKFILL SOIL USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3 DIA. FERTILIZER X NONE — MNDOT 3881 X NONE — MivDOT 3890 - APPLIES TO TREES ONLY COMPOST MULCH MATERIAL MrvDOT 3882 TYPE 6 - SPECIAL PROVISIONS MASS PLANTING MASS PREPARE PLANT SPACING OF i OR LESS PLANT IN STAGGERED ROWS ON THE PERIMETER FIRST THEN UNIFORMLY FILL IN WITH REMAINING QUANTITY USE TRIANGULAR SPACING UNLESS SPECIFIED OTHERWISE PROVIDE 5 RADIUS CLEAR OF SHRUBS AROUND EACH DECIDUOUS TREE AND 8 RADIUS AROUND EACH EVERGREEN TREE THIS RADIUS (CLEARANCE) SHALL BE MEASURED FROM THE CENTER OF THE TREE TO THE CENTER OF THE SHRUB NOTIFY ENGINEER OF GROSS PLANT QUANTITIY SURPLUS OR DEFICIENCY IMMEDIATLEY MASS MULCH PLANT SPACINGS OF 10 OR LESS PLANTING RESPECT STATED DIMENSIONS BEFORE SCAUNG PLAN FROM PLAN WATERING GUIDELINES PLANT TYPE PER APPUCATION GALLONS AVERAGE AMOUNT OF WATER BALLED & BURLAPPED TREES BARE ROOT OR CONTAINER SHRUBS PERENNIALS AND VINES 20 7 3 IT IS THE CONTRACTOR S RESPONSIBILITY TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS THE ABOVE USTED APPLICATION AMOUNTS ARE GUIDEUNES NOT REQUIREMENTS NO DATE BY CKD APPR REVISION \projects\5950\rr\p an\5950 LDB I h by tlfy th t thl pl p Ifl tl n p t p p a by in de my dl t p I I a th t l m o d ly LI a L d op A hit t d th I f fh St t f Minn t Print Name JONI GIESE Date L lcense 1-12-07 STATE AID PROJECT NO X X STATE PROJECT NO X COUNTY PROJECT NO X CITY PROJECT NO X DRAWN BY S JERGENS DESIGNED BY 5 JERGENS CHECKED BY J GIESE COMM N0 5529 SRF CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE PLANTING DETAILS GOVERNMENT CENTER 1 of 3 SHEET 35 OF 38 NOTES 1 BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE 1ST IF PLANTING IN FALL FOLLOW FALL DECIDUOUS PLANTING DATES 2 ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS AS DETERMINED BY THE ENGINEER 3 FALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMENDED FOR FALL INSTALLATION HAWTHORN RUSSIAN OUVE DOGWOOD POPLAR HACKBERRY LINDEN IRONWOOD HONEYLOCUST BIRCH MOUNTAIN ASH MAPLE, WILLOW CRABAPPLE, PLUMCHERRY OAKS AND SUMAC SPRING • INDICATES PROJECT LOCATION FALL PERENNIALS CONIFEROUS DECIDUOUS SEEDLINGS DECIDUOUS CONIFEROUS 1 1111 MAY 1 APRIL 21 APRIL 21 APRIL 21 TO TO TO TO JUNE 15 JUNE 1 JUNE 1 JUNE 1 OCT 1 AUG 25 TO TO NOV 1 SEPT 15 2 MAY 1 APRIL 7 APRIL 7 APRIL 7 TO TO TO TO JUNE 15 MAY 17 JUNE 1 MAY 17 OCT 10 AUG 25 TO TO NOV 15 SEPT 15 OPTIMUM PLANTING DATE ZONES IN MINNESOTA QUEBEC DEAD BRANCH B A BRANCH COLLAR HARDWOODS 1 CUT PART WAY THROUGH THE BRANCH AT POINT A. 2.CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A. 3 CUT FROM POINT C TO D IF D IS HARD TO FIND DROP A PLUMB UNE VERTICALLY DOWN TO POINT X THE ANGLE X-C-D SHOULD BE APPROXIMATELY EQUAL TO X-C-E PRUNING NOTES 1 LEAVE BRANCH COLLAR (C TO D) 2 DO NOT FLUSH CUT (C TO X) 3 DO NOT LEAVE STUBS (B TO A) 4 BEST TIME TO PRUNE IS LATE DORMANT SEASON OR EARLY SPRING 5 AVOID PRUNING OAKS IN APRIL, MAY JUNE OR JULY 6 IMMEDIATELY PAINT OAK WOUNDS MADE IN APRIL, MAY JUNE OR JULY WITH LATEX PAINT OR SHELLAC ZONE 1 ZONE 2 ZONE 3 ZONE 4 I I I 1- 1 r////41 A D INCORRECT CUT (TOO CLOSE) RESULTING IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF GROWTH CORRECT CUT (LEAVING BRANCH COLLAR BUT NO STUB) RESULTING IN CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH OPEN SOME CONIFERS A D / DROP CROTCH OR CUTTING BACK DROP CROTCH PRUNING IS USED FOR REDUCING THE HEIGHT OR LENGTH OF MAIN STEMS OR BRANCHES BY CUTTING BACK TO A LARGE LATERAL BRANCH PRUNING DETAILS (Shigo Method) BELOW -50 F -50 to -40 -40 to -30 -30 to -20 ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS IF IT IS HARDY TO THE MINNESOTA ZONE WHERE THE PROJECT SITE IS LOCATED AND 1) PLANT STOCK CAN BE DOCUMENTED AS CONTINUOUSLY GROWN FOR AT LEAST THE LAST TWO YEARS WITHIN THE ACCEPTABLE UMITS SHOWN ON THE ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS OR 2) PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE GROWING RANGE UMITS CAN BE DOCUMENTED AS HAVING THE SEED SOURCE AND ROOT AND GRAFT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE GROWING RANGE UMITS ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS SOURCE USDA PLANT HARDINESS ZONE MAP CORRECT TOO TOO TOO PRUNING CLOSE LONG SLANTED CUT PRUNING SMALL BRANCHES BRANCHES SMALLERTHEN 2" IN DIAMETER SHOULD BE CUT JUST BEYOND A LATERAL BUD OR ANOTHER SMALL LATERAL BRANCH THE IDEAL CUT SHOULD BE SHARP CLEAN AND MADE ON A SUGHT ANGLE N0 DATE BY CKD APPR REVISION \proJects\5950\wr\p an\5950 LDC I n by tlfy that thl MO P Ifl tl p t p p d by m d my dl t P I I d th f 1 md ly LI 0 L d o p A hl I d th I v f th 5 t f Minn ot Print Nome JONI L GIESE Dote L lcense 26993 COUNTY PROJECT NO DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 0055542 SRF CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE PLANTING DETAILS GOVERNMENT CENTER 2 of 3 SHEET 36 OF 38 7 ROLLED STEEL POST IMrvDOT 3403 OR APPROVED EQUAL 16 LONG POLYPROPYLENE OR POLYETHYLENE 40 MIL 15 WIDE STRAPS ATTACH WITH 10 gat WIRE MULCH FINISHED GRADE NOTES 1 STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES PLACE OUTSIDE OF ROOT BALL DRIVE PLUMB REGARDLESS OF GROUND SLOPE 2 REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED 3 TREE STAKING IS NOT REQUIRED UNLESS SPECIFIED OR NECESSARY TO MAINTAIN TREES IN A PLUMB CONDITION WHERE VANDALISM SOIL OR WIND CONDITIONS ARE A PROBLEM OR AS REQUESTED BY THE ENGINEER 4 REMOVE AFTER ONE YEAR TREE STAKING DETAIL 3 MnDOT TYPE 6 SHREDDED HARDWOOD MULCH (INCIDENTAL) FINISH GRADE BIORETENTION BASIN SOIL MIX NOTES: 1 2 BREAK BOTTOM OF ROOT BALL TO LOOSEN ROOTS ROOTBALL SURFACE SHOULD BE WITHIN 1/4 OF FINISH GRADE EXCAVATE HOLE 3x WIDTH OF 3 ROOTBALL NATIVE PLUG PLANTING DETAIL PONDS C & D PLUGS AND FORB SEED MIX SCIENTIFIC NAME COMMON NAME % FORB SEED MIX PLUG SPACING POND C PLUG QTY POND D PLUG QTY SPECIES TOTAL Anemone canadensis Canada anemone 12 5 2 o c Agastache foenrcu/um Fragrant hyssop 12 5 2 o c Aster novae-ang/iae New England aster 12 5 2 o c Carex stncta Hummock sedge 2 o c Eupatonum maculatum Spotted joepyewee 12 5 2 o c Eupatonum perfoliatu Boneset 2 o c Ins versicolor Blue flag 2 o c Juncus efiusus Common rush 2 o c Lratns pycnostachya Prairie blazingstar 2 o c Physostegra virgin/an Obedient plant 2 o c Pycnanthemum wrgrnra Virginia mountain 12 5 2 o c Ratibida prnnata Yellow Coneflower 12 5 2 o c Scrrpus Huvratr/'s River bulrush 2 o c S,/phrum perfo/ratum Cup plant 2 o c Spartina pectinata Praine cordgrass 2 o c Thalictrum dasycarpum Tall meadowrue 12 5 2 o c Verbena hastata Blue vervain 12 5 2 o c Veronrcastrum virgin' Culver's root 2 o c Zizia aurea Golden Alexanders 2 o c TOTAL 0 0 0 * SEEDING RATE = 1 25 Ib/ac PONDS C & D GRASS SEEDING SCIENTIFIC NAME COMMON NAME SEEDING RATE Oats 20 Ib/ac Agrostis alba Redtop 20 Ib/ac Panicum virgatum Switchgrass 3 Ib/ac Spartina pectinata Praine cordgrass 7 Ib/ac PRAIRIE SIDESLOPE SEED MIX % SEED MIX SCIENTIFIC NAME COMMON NAME Album stellatum Praine Onion Artemisia /udoviciana Praine sage Asc/epas tuberosa Butterfly weed Asc/epias vertcillat Whorled milkweed Asterlaews Smooth aster Aster oolentangensis Azure aster Coreopsis palmata Stiff tickseed Dalea purpureum Purple praine cl Helanthus ngida Rigid sunflower Echrnacea angustifrli Purple coneflower Haliops's helranthoid Common ox-eye Lratns aspera Rough blazing sta Lratns pycnostachya Praine blazingst Monarda fistulosa WIId bergamot Phlox pdosa Praine phlox Rudbeckia hirta Black eyed Susan So//dago nemorahs Gray goldenrod Sohdago ptarmicordes Upland goldenrod Solidago ngida Stiff goldenrod Sporobolus heterolepi Praine dropseed Tradescanba bracteat Praine spiderwor Verbena stncta Hoary vervain Zizia aptera Heartleaf alexand TOTAL * SEEDING RATE = 4 Ib/ac PRAIRIE 1 3 GRASS SEEDING SCIENTIFIC NAME COMMON NAME SEEDING RATE Oats 20 Ib/ac Boute/oua curtipendula Side oats grama 5 Ib/ac Schrzachynum scopanum Little bluestem 10 Ib/ac Spartina pectmata Praine cordgrass 7 Ib/ac PRAIRIE FORB MIX PLUG SPACING PLUG QTY SCIENTIFIC NAME COMMON NAME Asdepias tuberosa Butterfly weed 2 o c Echinacea angusbfilia Purple coneflower 2 o c Gams aspera Rough blazing star 2 o c Penstemon grandifiorum Beard tongue 2 o c Ratibida pinnata Yellow Coneflower 2 o c Rudbeckia hirta Black-eyed Susan 2 o c Schrzachynum scopanum Little bluestem 2 o c Spombolus hetero/eprs Praine dropseed 2 o c TOTAL WOODLAND FORB MIX PLUG SPACING SPECIES TOTAL SCIENTIFIC NAME COMMON NAME Aqudega canadensis Columbine 2 o c Zizia aurea Golden Alexanders 2 o c Carex pennsy/vanica Pennsylvania sedg 2 o c Smilicina Solomon s seal 2 o c Geranium maculatum Wild geranium 2 o c Solidago lexicau/rs Zig Zag goldenrod 2 o c TOTAL NO DATE BY CKD APPR REVISION \protacts \5950\vr\p an\5950 LDD I h by tlfy th t thl DI p If' tl n p t p 0 d by m d my dI t 6 pe 1 l0 0 that i md ly LI n d L d p A hit t d h I w f th 0 t f Mlnn t Print Name JONI L GIESE Date L Icense 26993 COUNTY PROJECT NO DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 0055542 CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE PLANTING DETAILS GOVERNMENT CENTER 3 of 3 SHEET 37 OF 38 GROUND LINE \ 4 TOPSOIL \� nt TRAIL COMPACTED SUBGRADE (INCIDENTAL) TYPICAL SECTION t TRAIL VAR SETBACK PER MANUFACTURER S SPECIFICATIONS 6 0 2 0/. DETAIL A PROFILE GRADE TYPICAL SECTION WITH MODULAR BLOCK RETAINING WALL (CUT) 3 0 BITUMINOUS WEARING COURSE MN/DOT SPEC 2360/2350 LVWE 45030B 6 (CV) CLASS 5 AGGREGATE BASE MN/DOT SPEC 2211 COMPACTED SUBGRADE (INCIDENTAL) DETAIL A DETAIL B 3 0 BITUMINOUS WEARING COURSE MN/DOT SPEC 2360/2350 LVWE 450306 6 (CV) CLASS 5 AGGREGATE BASE MN/DOT SPEC 2211 12 SELECT GRANULAR MN/DOT SPEC 3149 GEOTEXTILE FABRIC COMPACTED SUBGRADE (INCIDENTAL) USE AT LOCATIONS IDENTIFIED BY THE ENGINEER NO DATE BY CKD APPR REVISION \project8\5950\wr\p an\5950 LDE 1 h 0y tlfy th t thl pl p HI II ep0 t wa P pa d by m nd my dl Sp I l n d that I m d ly LI n 0 La d 0pe A hit t d th l0w 0f th St t f Mln t Print Name JONI L GIESE Date L Icense 26993 COUNTY PROJECT NO DRAWN BY S JERGENS DESIGNED BY S JERGENS CHECKED BY J GIESE COMM NO 0055542 CONSULTING GROUP, INC WASHINGTON COUNTY LANDSCAPE CONSTRUCTION DETAILS GOVERNMENT CENTER 1 of 1 SHEET 38 OF 38 rt v 0 _ 0 0 -r I0 i b r-- J 0 i C) 1 0 108* i r- 0109 -- ----- -- — ---- — ---- --- — — — �1 L-- 1 *113 7 0 i * `ram T * 1 -- 0 ___L_ 0 4 0 1111 IIII * 9 2 LEGEND 0 ft- 0 0L n 0 TREE LOCATION AND INVENTORY NUMBER EXISTING CONDITIONS IMPROVEMENTS PLANNED PARCEL BOUNDARY CONSTRUCTION LIMITS 30 0 30 Scale fee+ NOTE: THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE CITY OF STILLWATER TREE PRESERVATION ORDINANCE PROPERTY OWNER (APPLICANT) CONTACT INFORMATION NAME: TED W SCHOENECKER P E AGENCY: ADDRESS: WASHINGTON COUNTY 11660 MYERON RD N STILLWATER MN 55082 TELEPHONE 651 430-4319 NO DATE BY CKD APPR REVISION \I A\hn a\SS47-+rnn ,way-nt linn 1 h by My th t thl pl p IfI tl p D d by m d my dl t p I I Mt]m a d ly L d L nd p A hlt t d th I w f th St f M t JONI L GIESE Pr lnt Name p dt t 007 COUNTY PROJECT NO DRAWN BY S JERGENS DESIGNED BY CHECKED BY J GIESE CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION PLAN GOVERNMENT CENTER SHEET 1 OF Z TREE NUMBER SPECIES DBH (INCHES) COMMENTS 1 Linden 6 2 white spruce 12 3 birch 18 4 mountain ash < 3 5 mountain ash 6 6 sllver maple 18 7 N maple 24 8 white spruce 14 9 white spruce 14 10 red maple 15 11 birch 10 12 20 multi -stem 12 white pine 13 13 ash 13 14 ash 12 15 arborvitae 6 8,4 multi -stem 16 white pine 18 17 white pine 12 18 white pine 16 19 birch 9,10 multi -stem 20 arborvitae 12,6 multi -stem 21 spruce 14 22 spruce 14 23 spruce 14 24 red maple 9 25 spruce 14 26 crab 15 27 spruce 16 28 Scotch pine 22 29 red maple 10 30 white spruce 18 31 Colo spruce 20 32 Colo spruce 20 33 Colo spruce 20 34 sllver maple 22 35 arborvitae 10 9,12 8 multi -stem 36 arborvitae 18 37 sllver maple <4 38 sllver maple 5,5 multi -stem 39 spruce <4 40 silver maple 5 6 multi -stem 41 sllver maple <4 45 honey locust 8 TREE NUMBER SPECIES DBH (INCHES) COMMENTS 48 silver maple 8 49 spruce <4 50 white pine <4 —51 white pine <4 52 white pine 5 53 river birch 8 6 multi -stem 54 white pine 4 55 black walnut 6,5 56 mountain ash 6,4 57 silver maple 8 6,5 multi -stem 58 silver maple 8 5 multi -stem 59 honey locust 10 60 green ash 14 62 sllver maple <4 63 sllver maple <4 64 silver maple <4 65 birch 12 66 spruce 22 67 ash 18 68 red maple 16 69 ash 18 70 spruce 18 71 arborvitte 6 6 72 crab 6,5 74 silver maple 10 10,10 10 8 multi -stem 82 birch 8 10,8 multi -stem 83 arborvitae 10 84 silver maple 22 30 multi -stem 85 spruce 12 86 spruce 10 87 birch 12 88 ash 14 89 spruce 14 90 arborvitae 6,8,6 multi -stem 91 arborvitae 10 92 arborvitae 10 93 green ash 13 94 silver maple 8 95 green ash 14 96 green ash 12 97 green ash 14 98 green ash 12 I h by tlfy h t thl pl p If -IA p t p p d by m d y dr l n d th t l m dry Ll n d L d p At h p t th I w f th 5t f M 1 Print Name JONI L GIESE DRAWN BY 5 JERGENS DESIGNED BY TREE NUMBER SPECIES DBH (INCHES) COMMENTS 99 green ash 15 100 green ash 12 101 green ash 13 102 hackberry 12 103 green ash 14 104 Linden 8 105 Linden 8 106 Linden 9 107 spruce 12 108 spruce 10 109 birch 12 110 spruce 10 111 spruce 14 112 spruce 14 113 spruce 10 114 arborvitae 10 115 arborvitae 10 116 arborvitae 10 117 arborvitae 10 118 arborvitae 10 119 arborvitae 10 120 arborvitae 10 121 arborvitae 10 122 arborvitae 10 123 arborvitae 10 124 arborvitae 10 125 arborvitae 10 126 arborvitae 10 127 arborvitae 10 128 arborvitae 10 129 arborvitae 10 *DBH = Diameter Breast Height, approx 4'-5' above ground CONSULTING GROUP, INC WASHINGTON COUNTY TREE INVENTORY DATA GOVERNMENT CENTER SOUTH PARKING LOT (LOT D) SHEET 2 OF 3 N0 DATE BY CKD APPR REVISION \LA\base\5542-treesurvey-02 dgn Date L Icense 26993 COUNTY PROJECT NO CHECKED BY J GIES- COMM N0 0055542 DRIP LINE TREE PROTECTION SIGN CONSTRUCTION LIMITS TREE PROTECTION SIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED PRIOR TO ANY CONSTRUCTION WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE PLACE PROTECTION SIGNS ALONG FENCE AT 20 INTERVALS TEMPORARY PROTECTION FENCE PLACEMENT DETAIL NEW GROUND LEVEL SANDY LOAM FILL EXISTING GROUND LEVEL ANY FILL REQUIRED WITHIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPACTED (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONE DAYLIGHTED END OPENING AS AN AERATION SYSTEM SANDY LOAM FILL DETAIL NO DATE BY CKD APPR RtVISION 4 8" 9" 73 2 5" R 0 75" Tree Protection Area DO NOT ENTER THE FENCED AREA We appreciate your cooperation to ,,,, protect these trees during' construction ®,®` 12" FABRICATE 12 X 9 X 3'8 SIGN WITH 075 RADIUS CORNERS SIGN SHALL BE WHITE WITH BLACK LETTERING ATTACH SIGN TO POST USING 1 LENGTH WOOD SCREWS PLACED AT 2 5 AND 7 3 RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN TREE PROTECTION DETAIL I h by TIfy th t thl pl p Ifl tl p t p p 0d by m 0 nd my di t p I I d Th t] md ly LI d L d D A hl t d h I w f th St f M t Print Name JONI L GIESE COUNTY PROJECT NO DRAWN BY 5 JERGENS DESIGN1D BY CHECKED BY J GIESE CONSULTING GROUP, INC WASHINGTON COUNTY TREE PROTECTION DETAILS GOVERNMENT CENTER SHEET 3 OF L L L L L i L L L 1 1 ou Lower Parking A including driveway _ Illuminance Values(Fc) Average =1 3g> Maximitn =5 8 Minin um =0)6 Avg/Min Ratio=4 63, S /1 11 LI 1/ i�y I L 1 1 r L QJi 1 �'o L , { 1 7 L` Om Om Luminaire Schedule Project alt Symbol Qty Label Arrangement Lumens LLF Description Total Watta [MANUFAC] [LUMCAT] [LAMP] MTG HT ID 6 GS315H SINGLE 16000 0 810 EH14-3-150HPS SING 188 GARDCO LIGHTING EH14-3-150HPS CLEAR 150HPS 25 19 GS315H-1 BACK -BACK 16000 0 810 EH14-3-150HPS DOUB 376 GARDCO LIGHTING EH14-3-150HPS CLEAR 150HPS 25 Om 0 Expansion Lot lights Illuminance Values(Fc) Average =1 64 Maximum =5 6 Minimum =0 4 Avg/Min Ratio=4 10 i i C 8 P 1 H P l A ( 0 ( N N h 0 1 4 DATE February 6, 2007 TO Planning Commission REQUEST Review of B&B Special Use Permit Elephant Walk Bed & Breakfast LAND OWNER Rita Graybill LOCATION 801 W Pine Street MEETING DATE February 12, 2007 PREPARED BY Bill Turnblad, Community Development Director[' BACKGROUND Each year the Special Use Permits for all Bed and Breakfasts in the City are reviewed by the Planning Commission This was completed in November of 2006 Six of the seven B&B reviews were approved by the Commission However, since complaints were received on the Elephant Walk, the Planning Commission requested a public hearing to allow neighbors the opportunity to be part of the review process for this B&B That public hearing is scheduled for February 12, 2007 REVIEW 1 Parking An anonymous letter was received on 8/8/06 regarding parking A similar letter from perhaps the same anonymous source was submitted in August of 2005 as well In both instances the complaint stated that guests, employees and the operator's family park on Pine Street Condition 3 of the B&B's Special Use Permit (see attachment) states that "One space for each guest room shall be set aside and marked "For Guest Only" Additional spaces are available for owner's use " There are four permitted guest rooms Therefore, the B&B needs four off-street guest parking spots The property has those reserved spots There are also several additional parking spots for the owner Elephant Walk SUP February 6 2007 Page 2 Occasionally guests probably park on the street instead of their assigned off- street spots And it appears that an employee(s) (for example, maid service) fairly regularly parks on the street But, employee parking is not regulated for any of the B&Bs in town, and if they too have an employee (or more) parking on the street, it may be arbitrary to require only The Elephant Walk to have off-street parking for its employee(s) 2 SUP Conditions There are 11 conditions attached to the Special Use Pernut for the Elephant Walk To staff's knowledge, each condition is satisfied The only exception is that Condition 11 allows for only 3 guest rooms In 1993 this was amended to allow 4 guest rooms 3 Miscellaneous Complaints There are a number of complaints related to personal conduct/conflict between the B&B and the neighbor to the south However, these are private matters, not related directly to land use, and should not be a part of the SUP discussion ALTERNATIVES The Planning Commission has the following options 1 Review and approve the Elephant Walk SUP for 2007 2 Review and approve the Elephant Walk SUP with additional or modified conditions 3 Table the public hearing for additional consideration RECOMMENDATION Staff finds that the Elephant Walk has satisfied each of the conditions imposed upon its Special Use Permit, and therefore recommends that the 2007 review be approved by the Planning Commission attachments Neighborhood Map Current SUP CC Rita Graybill STATE OF MINNESOTA CITY OF STILLWATER In the matter of the Planning Case No SUP/93-41 Request By RITA J GRAYBILL Owner CITY COUNCIL SPECIAL USE PERMIT PROCEEDINGS MODIFICATION TO SPECIAL USE PERMIT The above entitled matter came on to be heard before the City Council on the 3rd day of August , 1993 , on a request for a modificaiton to a previously issued Special Use Permit pursuant to the City Code for the following described property See attached property description Purpose A modification to a previously approved Bed and Breakfast permit to increase the number of guest rooms from three to four (801 West Pine Street) Upon motion made and duly approved by the requisite majority of the City Council, it is ordered that a Special Use Permit modification approval be granted upon the following conditions (If no conditions, state "None" ) 1 All present conditions of approval apply (See attached conditions for Case No SUP/92-29) Dated this j ti day of CONDITIONS OF APPROVAL CASE NO SUP/92-29 1 The manager of the residence shall live on -site 2 Before use as a Bed and Breakfast, the building and cooking facilities shall be approved by the County Health Officer, Fire Marshal, and City Building Official 3 One parking space for each guest room shall be set aside and marked "FOR GUEST ONLY" Additional spaces are available for owners use 4 If provided, dining facilities for breakfast shall be available to registered guest only (not available to the general public) 5 No liquor shall be sold on premises 6 One four square foot sign is allowed on -site consistent with the architectural character of the building (maximum height of four feet) 7 Adequate pedestrian scale lighting shall be provided between the Inn and parking area 8 No general external lighting of the site that may impact the surrounding residential area is allowed 9 The Special Use Permit is not transferable New property owners or managers shall require a new Special Use Permit 10 The Bed and Breakfast use permit shall be reviewed before the Planning Commission and City Council for revocation if complaints regarding the Bed and Breakfast use are received by the Community Development Director 11 This permit allows for three (3) Bed and Breakfast rooms only Additional rooms shall require a modification to tnis permit 2 3 5 6 7 8 9 NOTES 10 A E 8 •c 0 L 0 0 7 0 17, BUILDING ADDITION REFER TO ARCH. PLANS FOR LAYOUT AND DrEHtasis mr•wiGENERATOR MD arA PADS 0 0 1. ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB (WHERE CURBING IS SCHEDULED) OR TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. SIDEWALK DIMENSIONS ARE FROM BACK OF CURB (LE. BACK OF 12' WALK • 12.5' FROM FACE OF CURB). 3. SIGNAGE SHALL GENERALLY BE INSTALLED 18 INCHES BEHIND THE BACK OF CURB OR BACK OF WALK. 4. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 5. REFER TO SHEET C1.3, GRADING PLAN, FOR GENERAL NOTES. 6. REFER TO SWPPP NARRATIVE (SECTION 02270) FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) SHEET NUMBER (BOTTOM) -.- PROPOSED DECIDUOUS TREE OCm PROPOSED SHRUB PLANTINGS - - PROPOSED CONCRETE WALK I SLAB PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT CITY SUBMITTAL C ♦ Nf1T F(1R (C1NsTRIIfTI(1N 1 CAMPUS 2025 IMPROVEMENTS STILLWATER, MN WASHINGTON COUNTY 14949 62nd STREET NORTH P.O. BOX 6 STILLWATER, MN )111) 111111 I. \\i' L\k,I\I Lit. iIK ♦1 I'I IlIt'ollUiI 'I 1'\I I. \II\\I ., i1\ AA I11: r1.12 it, III 1 "75L I H.\n."1111 H 111,1\ ❑11', , b1112i T\l 1,-t—.0un.2053 ILL . nm^. c,u.\.a,un ANDERSON-JOHNSON ASSOCIATES, INC is=na�:iiue.Pa,o I hereby certify that this pew, eped6cotbn or report was prep.M by me or under �m� direct super/eke and that I om a duly Licen'ed PR0f S99IONAL ENGINEER under the lows of the State of MINNESOTA Signature Tiled or Printed Nome DANIEL L. JOHNSON Date I/14/01 Renistrotion Number XXXXX In 052102 SITE PLAN Scale: le = 40' 2 3 4 5 6 7 8 10 GENERAL NOTES A C 0) C U to 0 0) 4) J 0 0 0 A F E H EROSION CONTROL NOTES BLINDING ADDITION- ffE=898.8 4 Fa. 1. AT EVERY CATCH BASIN OPENING, PROVIDE THE APPROPRIATE PRODUCT FROM THE FOLLOWING LIST: PROM.. GENERATOR MOO TuseFORMER P.D a► r L� SEDIMENT FILTER AT STORM SEWER INLETS A. ACCEPTABLE PRODUCTS: 1. WIMCO TOP SLAB"' MODEL RD 23 FOR USE PRE -CURB AND CURB AND GUTTER MODEL CO 23 FOR USE FOLLOWING CURB INSTALLATION FOR CATCH BASINS WITH NEENAH R-3067 CASTINGS. 2. WIMCO TOP SLAB"' MODEL RD 27 FOR USE WITH NEENAH R-2573 OR SIMILAR CASTINGS. 3. INFRASAFE8 SEDIMENT CONTROL BARRIER, DISTRIBUTED LOCALLY BY ROYAL ENVIRONMENTAL SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED (NEENAH R-3067 CASTINGS OR NEENAH R-2573 OR SIMILAR CASTINGS). SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A GEOTEXTILE SOCK. 4. ROCK LOG DISTRIBUTED LOCALLY BY BROCK WHITE COMPANY, ST. PAUL, MN (651) 847-0950. ROCK LOGS SHALL 8E USED ONLY FOR CURB INLETS AFTER PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED. ROCK LOGS SHALL CONSIST OF CLEAN, OPEN GRADED CLEAR ROCK (1.5" DIAMETER) ENCASED IN A GEOTEXTILE FABRIC CONFORMING TO SPECIFICATION 3888, TABLE 3886.1 FOR MACHINE SLICE. EACH LOG SHALL BE APPROXIMATELY 5 INCHES IN DIAMETER LOOSE PACKED IN SUCH A MANNER TO ALLOW FORMING TO SOIL OR INLET PROFILES 4, 6 OR 8 FEET IN LENGTH. THE SIDES OF THE GEOTEXTILE LOG SHALL BE EITHER FACTORY HEAT SEALED OR MACHINE STITCHED WITH TWO ROWS OF THREADS, CONFORMING TO MN/DOT 3733.2D. MINIMUM INSTALLED THREAD STRENGTH SHALL EQUAL THE GRAB TENSILE STRENGTH OF THE GEOTEXTILE FABRIC. THE ENDS OF THE ROCK LOGS SHALL BE CLOSED WITH A 50 PSI ZIP TIE, OR HEAT SEALED OR SEWN AS PER GEOTEXTILE LOG SIDES. rt _ -__--t V rR.niwwe.� P.. s'>a8. BUILDIINN GADDDITION '-i ;d. .44444 .a>usn rumen PIM rG X3 1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. 2. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. 7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. 10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF SECTION 02270, FOR EROSION CONTROL REQUIREMENTS. SECTION 02200 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. 11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. 14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. 16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 97.2 OR 97 SHALL BE UNDERSTOOD TO MEAN 897.2 OR 897. 17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. COST OF IMPORTING FILL OR EXPORTING EXCESS OR WASTE MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. 19. 20. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO BE SODDED SHALL BE SODDED. 22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RESOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 23. ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). 24. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM 0 3034, SCR 35), UNLESS OTHERWISE NOTED. 25. ALL STORM SEWER PIPE SHALL BE RCP, CLASS 111 (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361, UNLESS OTHERWISE NOTED. 2e. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION. 27. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 28. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. LEGEND rszs O • REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED SILT FENCE Tor CAMPUS 2025 IMPROVEMENTS STILLWATER, MN WASHINGTON COUNTY 14949 62nd STREET NORTH P.O. BOX 6 STILLWATER, MN utu, 14 ‘\n 1 vd\1114 All.; \1 PI Ill: 414111 SI 114 1 \11\\I 4411 5i 1112 14\ PRI __ .i414 iil l,i l ^15 %II H 1-I,d\ ❑liv 04l2; 144 4i4.01,4. 20'14 ILI 444.444,2444 ANDERSON- JOHNSON ASSOCIATES, INC ' - WIT 13 I hereby certify that this pan, specification or report was ana do by ce . underlONA. Maid l only txensed under the laws of the State of MINNESOTA Dignaturee Ted ar Printed Nana DANIEL L. JOHNSON Dot. 1/14/O1 ReRbtration Number XXXXX 052182 I/19/04 JCL GRADING PLAN Scale: 1" = a0' CITY SUBMITTAL NOT FOR CONSTRUCTION C1.3 4 6 7 10 LEGEND CAMPUS 2025 IMPROVEMENTS A B C D E C CI 1 0 Cy H TIME COSMO TOPioi.Eo wuoe S-rrrscotnea+•or eerrcn•NNINL manwMMotnmll e®•M•K aO•MCeer ran eUnnECf 01 eEeeveYaMIOMEW teenxtlt 1 0 lar REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL NUMBER (BOTTOM) - - PROPOSED CONTOUR `97.6 PROPOSED SPOT ELEVATION —0— PROPOSED STORM SEWER PROPOSED SANITARY SEWER I—♦�— PROPOSED WATERMAIN WI GATE VALVE O PROPOSED MANHOLE (MH) • PROPOSED CATCH BASIN (CB) CITY SUBMITTAL NOT FOR CONSTRUCTION C1.4 STILLWATER, MN WASHINGTON COUNTY 14949 62nd STREET NORTH P.O. BOX 6 STILLWATER, MN . 11t, IIII1, I. 1S1, L\,•I\LI_It. 11 1'I I1H S1u1IT il. I '111 \tIm\1.1.11 ,, 1(12 r(51.22 ;.Si,10 i I I (.51 __ ^^ . ^li T� i l,.1n H nn SI n l H Ll,d\ In I\ ,1. onl LS I .\ by^.onti 20i3 ILL ��-f'.hnn.2 bui1 ANDERSON-JOHNSON ASSOCIATES, INC - ,rxnu, Z ea I Ivaby certify that this pm. specification or report ism prepared by me Cf. war y direct supervision and that am mIONAL ENGINEER a duly tys.d PROFESS der the late of the State of MINNE50TA Signatures Typed Or Punted Rom, DANIEL L. JOHNSON Dote I/19/O1 Rpiatratim Rumhr XXXXX 052182 111 1/19/07- QW UTILITY PLAN Scale: r=40' A C D 9) a U N N U) —J •c a 0 A F 17. TMER ETES SUMO .oWARF SUS IS -RECENT -GOLDEN BUILDING ADDITION REFER TO ARCH. PUNTS FOR LAYOUT AHO DIMENTIONS . GGLOES SCLPSE O Ac PROPOSED OSSEAATORARo TRANSFORLen PAM PUN MRS LILAC wuro Pan 1{AEagal7 1305PSRY- — e-LmLE RUE SIVA to-m-900961y,1115151 M(10ER SOO PROPOSED RETAWNb NA11 12-OASTS RED IOWA 2. KAMWALNUT Roromome .. RNo TRIISFORWS eAae BUILDING ADDITION REFER TO ARCH. PIANO FOR LAYOUT AND MENTIONS 110W010*-- SOO 01 . NEW CUSS NEVI OMB MAJOR TREE REMOVALS 2 -12" RIVER BIRCH 1 - 15" RIVER BIRCH 1 - 9" RIVER BIRCH 12 - 3" TREE LILAC PRa1ECT TREE (ml PLANTING, SEEDING AND SODDING NOTES: 1. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE CONTRACTOR PROCEEDS WITH SEEDING OR SODDING. CONTRACTOR'S FAILURE TO NOTIFY LANDSCAPE ARCHITECT WILL REQUIRE RE -SEEDING/ RESODDING OF APPLICABLE AREAS. 2. ALL DISTURBED AREAS OUTSIDE BUILDING PAD, PAVED AREAS, AGLIME AREAS, AND PEA ROCK AREAS, AND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE NOTED. 3. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SEEDING AND SODDING, REFER TO SPECIFICATION FOR PROCEDURE. 4. ALL TREES TO BE BALLED AND BURLAPPED. 5. ALL TREES SHALL RECEIVE 3" DEPTH OF CLEAN DOUBLE -SHREDDED CYPRESS MULCH. 6. ALL SHRUB BEDS SHALL BE EDGED WITH A POLY -EDGER STAKED AT 5' O.C. MAX. SHRUB BEDS TO RECEIVE 3" DEPTH OF CLEAN DOUBLE -SHREDDED CYPRESS MULCH OVER 4 MIL. WEED BARRIER. 7. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHOULD BEGIN BRANCHING NO LOWER THAN 6'. PLANT SCHEDULE COMMON NAME SCIENTIFIC NAME QTY SIZE ROOT WALNUT -BLACK Junkingnlgra 2 3. B&B B&B BIRCH - RIVER Betula nigra 1 2-1/2. BIB B&B LILAC • GOLDEN ECLIPSE Syringe reticulate 'Golden EollpN' 10 2" B&B B&B LILAC - SUGAR PLUM FAIRY Syringe 'Ballenger' 5 S5 Cont. Cont. SUMAC - TIGER EYES Rhos typhlnaBanisher' 17 S5 Cont. Cont. JUNEBERRY -REGENT Amelanchler alnifons 'Regent' 27 R5 Cont. Cont. DWARF BURNING BUSH Euonymue elatue 'Compactue' 113 05 Cont. Cont. SPIREA • DARTS RED Splraea R bumalde Marra Red' 35 *5 Cork. Cont. JUNIPER- BLUEBERRY DELRMIT Junlperue oommunle var. degrease 'Amid*, 31 05 Cont. B&B GRASS- LITTLE BLUESTEM Sehloaehyrlum ecopedum 25 05 Cont. B&B CAMPUS 2025 IMPROVEMENTS STILLWATER, MN WASHINGTON COUNTY 14949 62nd STREET NORTH P.O. BOX 6 STILLWATER, MN \,,I\III:. ;I,; 11 PI l l i, 1111I I I l ^i ^ISP II,. Lu li ei SI nIH Ii,.n Inln4 'n 0112; 1 IX of^.01,-, 2 ,;-t Il.t ANDERSON- JOHNSON ASSOCIATES, INC I hereby certify that this Pm, specification r report woe prepared a d by me a under my direct SIIONALL ENaionGINEER INNthat EER' a duly uam,ed under the lees of the State of MINNESOTA Signature Typal or Printed Name. JAB G. LEE Dote 1/19/O1 Registration Number 449 1 052152 1/19/OT LANDSCAPING PLAN E CITY SUBMITTAL NnT FnR rnNS-rRi ir.TinN Scale: 1' = 40' 2 OVERALL. GAMPUS SOUTH ELEVATION 3 -1,IIIIIII Iillii 1111111I II1I1 11111111 Iii Iu -.lira .■ i■■ nn '1.e1. ono. u�ra�tara.itinumiia•mta• silos IIu (u■11. lami!!!!."..!!' 1I111I11111111ti ■mommo.iriiremo■uj 7 a 10 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 III WASHINGTON COUNTY 14949 82nd Street North Stillwater, Minnesota 55082tt.:\ .\\ ARCIIITTCTS AND ENE,INFER.S P tIN NESOT A Or! ICE 305 ST. PETER ST. ST. PAIR.. M1NNE:JOTA 55102 PAN. 651.223.5646'T EL. 651.227.7773 SA. P.101 M N DiNvlR,CO TRox, MI El GIN. IL I beaky oeaeyted this parn, mmoidoarbn or wport wee prepared by me or under my deed WpM,bn end that 1 em a duy repiMemd ARCMrtEGT u der1M leash the Siete of M033550TA MIGNAEL GOX Repimarion Weber Arch Nun ChM Reg D1e Revisions Date No. Comm 052182 Date Issue Date illio Drawn UK North Check Checker CAMPUS ELEVATIONS Scale: r a gp-0" ARCH A S If.B) H 1 Qq Y51'1. (20) T I II 2 (22) ELEG. rr2GLOSET B003 1P ` 5004 MUSTER ROOM BAILIFF 4 (2 LOOKER ROOM 5015 EQUIPMENT ROOM SALLY &/ SALLY 50 / 6 / ZUDIG1AL AGGESS GELL B033 GELL BO39 7 7 / e 9 AS) A2.03 10 2025 CAMPUS IMPROVEMENTS 1494E 62nd Street North Stillwater, Mimesota 55082 1111 WASHI NGTON COUNTY 14949 62nd Street North Stlihvaier, Mlmesota 55082 %%1\°% 11011111 1, 1\i1 I \I.I.Iiitii. \i1\\ ., Ii Il If1 1.I 11%1 I, �1J♦TL..�,I., -.�,_ r I. 11II I.\I` I1c.n,\II DI \ I It. N.11 111.1..11 FLOOR PLAN GENERAL NOTES. 1 REFER 70 DETAILS O CONSTRUCTION FOR: A ABBREVIATIONS. MATERIAL SYMBOLS SECTION 11000. 0. MOUNTING HEIGHTS SECTION 12000 C. LINTEL SCHEDJLE SECTION t3 00 D. MATERIAL FINISH SCHEDULE 14000. E EXTERIOR WALL DETAILS SECTION 31000. F ROOM FINI91 SCHEDULE SHEETS A1.51. G WALL TYPES SECTION 42000 H. CASEWORK ELEVATIONS AND DETAILS SECTION 45000. 1. MARKER BOARD TYPES AND MOJNTNG HEIGHTS SECTION 41000. 7. DOUR AND OPENING SCHEDULE SHEETS A1.52. THE ABOVE SECTIONS ARE L15TED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK ALL OVALS SHALL BE REV12YED FOR SCOPE OF WORK. 2 ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. HALL THICKNESSES ARE SIIOFN NOMINAL. SEE FALL TYPE, FOR ACTUAL THICKNESS 3. ALL GYP. NULLS ARE TO BE 5" THUG UNIi55 OTHERWISE NOTED 4. WALL TYPES INDICATE BASE MATERIAL ONLY. REFER TO FN15H SCHEDULE A1.51 FINISHES 5 PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND 80ROM CP ALL SHAFTS. PROVIDE AND INSTALL STEEL AND CONCRETE AS REQUIRED TO BRING FLOUR/CEILING FLUSH WITH METAL SLEEVES PROVIDE) BY MECH 6. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENING5 IN WALLS MID FLOORS W/ MEGH. AND ELEC. FRP/IDE ALL REGUIR® LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE 1. FIELD VERIFY ALL MALWORK OPENINGS. e. ADJUST WN.L THICKNESS Of GYP. 8D. AND CONCRETE BLOCK WALLS A5 REQUIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES. 4.PRPIIDE FOR AND VERIFY LOCATION. 5RE AND QUANTITY OF ALL EQUIPMENT PADS A5 SHOWN BY MECH. AND ELEC. 10 ALL CONCRETE BLOCK FULLS ARE TO BE 3" THICK UNLESS OTHERWISE NOTED. 11.ALL DQOLSIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT HALL UNLESS OTH2RNGSE NOTED. 12.ALL BLOCK HELLS TO HAVE 3/4" RADIUS BJLLNOSE AT ALL OUTSIDE CORNERS 13.FIRE RATED NULLS ARE INDICATED ON CCDE PLANS. 14,ALL RAN'UTER LEADERS AND DUCT DROPS ARf TO BE ENCLOSED WITH ADJACENT WALL MATERIALS REVIB 1 HECK DRAWINGS FOR DROPS 15.REEER 70 DETAIL 43011 FOR RECESSED SWITCH PLATE 8Y ELECTRICAL AT CONCRETE BLOCK HALL LOCATIONS 16.REF9R TO DETAIL 43004 FOR RECESSED F E. N MASONRY WAIL FE • FIRE EXTINGUISHER FB = FIRE BLANKET II.REFER TO DETAILS 43046 FOR RECESSED U.H. IN MASONRY WA.L. SEE MECH. 15 HEAVY LINES THUS - S OM INDICATES BUILDING 14ATQN LINE 1 sparetryd Dame attmyd ect sutlon or l020l dl„arl vats prepared trym my Pannao090 ama&6m2t10.6 ARCHITECT unaerme laws Otto Stare M MINN60TA, MICHA:L COX Regi666lon Number Arch NUM Date Reg Lite Revisions Date No. North Comm 052162 Dale Issue Date Drawl ANlhor Check Checker TUNNEL FLOOR PLAN AREA B Score' A51ndicated AI.QB LEVY. 0 AREA 5 F.F, p1 a1 2 4 7 10 A - ,45) - ,4=5) - - 0 LEVEL 0 AREA G 1/8e , 11,-0n 11 5 12 12.5 13 1 1 1 1 J 1 1 13.5 14.5 15 15.5 16.5 F 11.5 (18 165 TUNNEL 0002 101.5141.1 TUNNEL 15047 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Mimesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Mlmiesota 55082 SI1 ',Nit' \t.1\lli1. JIi\\I ,I .III. I' ?I I'.11. MCAT-. ,.I, i - III li_ I '1.1'11 i \I\ Ilr t,\II 1)1>1nt.4-tl 11,.1\,II FLOOR PLAN GENERAL NOTES: r REFER TO DETAILS OF CONSTRVGTION FOR: A AD8REVIATIGNS. MATERIAL 5114501.5 5EGTIGN 11000. 5. Ma/NTNG HEIGHTS SECTION 12000. O LINTEL SCHECULE 5EGTICN 13000. D. MATERIAL FINISH SCHEDULE 14000. E EXTERIOR FALL DETAILS SECTION 31000. F. ROOM FINISH SGHHI, ILE SHEETS AI.51 6. 1'718L I rt25 SECTION 42070. H W55rCRK ELEVATIONS MID DETAILS SECTION 45000. L MARKER BOARD TYPES AND MOJNTN6 HEIGHTS SECTION 4 000 J. DOOR AND OPENING SCHEDULE SHEETS AI.52 THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS Of WORK. ALL DETAIL5 SHALL 5E REVIEWED FOR SLOPE OF WORK 2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF }AIL. WALL THICKNESSES ARE SHOWN NOHNAL. SEE /ALL TYPES FGR ACTUAL THICKNESS 3. ALL GYP HALLS ARE TO 8E 5" THK UNLESS OTHERr25E NOTED. 4. HALL TYPES INDICATE SASE MATERIAL ONLY. REFER 70 FINISH SCHEDULE A151 FINISHES. 5. PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS PROVIDE AND N5TALL STEEL AND CONCRETE A5 REQUIRED TO BRING FLOOR/CEILING FLU5H WITH METAL SLEEVES PROVIDED BY MEGA 6. COGRDMATE SIZE AND LOCATION OF ALL P)0T AND SHAFT OPENINGS N WALLS AND FLOORS W/ MECH MID ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE 1. FIELD VERIFY ALL MILLWORK OPENINGS B. ADJUST WALL THICKNESS OF 6YP. BD AND CONCRETE BLOCK WALLS A5 REQUIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES, 9 PROVIDE FGR AND VERIFY LOCATION, 517E AND QUANTITY OF ALL EQUIPMENT PADS A5 SHCaNN BY MECH. AND ELEC. 10.ALL CONCRETE BLOCK WALLS ARE TO BE 8" THICK UNLESS OTHERWISE NOTED MALL DOORSIDELITE OPENINGS TO 33E634 4" FROM ADJACENT 84NLL UNLESS OTHERWSE NOTED 12.ALL BLOCK WALLS TO HAVE 2/4" RADIUS 01LLNOSE AT ALL 0JTSIDE CORNERS. 13 FIRE RATED /NLL5 ARE INDICATED ON CODE PLANS. 14.ALL RNNNATER LEADERS AND DUCT DROPS ARE TO BE ENCLO55ED WITH ADJACENT WALL MATERIALS. REVIEW MECH. TANNINGS FOR DROPS. 15 REFER TO DETAIL 43011 FOR RECESSED SWITCH RATE BY ELECTRICAL AT CONCRETE BLOCK NALL LOCATIONS. 16.REFER 7O DETALL 43004 FOR RECESSED F E N M858342Y WALL FE = FIRE EXTN6UISHER FB = FIRE BLANKET 11.REFER TO DETAILS 4304e FOR RECESSED U.H. N MASONRY NALL. 5EE MECH 18.HEAVY LINES THUS M " INDICATES BUILDING BUILDING MATCH LINE I hereby cent, tart,, plan specification or report was prepared by me or under rtry area superaslon and matt an, a deg rag Staled AROHf7EGT underme laws otmo State of 1-111,1NE.�OTA MICHAEL COX Repstreoon Nunoer Arch Num Date Reg DLe Revisions Date No. North Comm 052182 Dale Issue Date Drawl Author Check Checker TUNNEL FLOOR PLAN AREA C Scale A5 In4IC8te4 AI.00 . iilt+.riY. ten vatIOT15 • Ea54 G H A B c D 4 ARRAIGNMENT COURTROOM 1314n I 4 7 s Ia ,v.� 5 xea+r.zrrw:..u�r-3.-a:•::;:,-ar� vrar.w^.'rate_-. 1s I'? ,16 IU 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASH NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 iIP Illll . 1\Itl \1.1\Illt. 111��i ,. •1 t �1: 1 1 �I P L • 1),\ l It . N 4 I I11 1• 1{. 1 \ I 11,.r‘, II FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS GF CONSTRUCTION FOR. A. ABBREVIATIONS. MATERIAL SYMBOLS SECTION 11000 B. MOUNTING HEIGHTS SECTION 12000. C. LINTEL SCHEDULE SECTION 13000. D. MATERIAL FINISH SCHEDULE 14000 E. EXTERIOR WALL DETAILS SECTION 31000 F. ROOM FINISH SCHEDULE SHEETS Al 51 G. WALL TYPES SECTION 42000. H. CASEWORK ELEVATIONS AND DETAILS SECTION 45000 L MARKER BOARD TYPES MD MOUNTING HEIGHTS SECTION 41000. J. DOOR AND OPENING SCHEDULE SHEETS A1.52. THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY. AND ARE NOT EXCLUSIVE TO AREAS OF IWORK. ALL DETAILS SHALL BE REVIEWED FOR 56.08E OF IWLRK 2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL WALL THICKNESSES ARE SHOWN NOMINAL, SEE FALL TYPES FOR ACTUAL THICKIESS. 3 ALL GYP WALLS ARE TO BE 5" THICK UNLESS OTHERWISE NO uJ. 4. WALL TYPES INDICATE BASE MATERIAL ONLY. REFER TO FINISH SCHEDULE Al 51 FINISHES 5. PROVIDE A COMPLETE RATED ENCLOSURE AT TOP A10 BOTTOM OF ALL SHAFTS PROVIDE AND INSTALL STEEL AND CONCRETE PS REQUIRED TO BRING FLOOR/CEILING FLUSH WITH METAL SLEEVE-5 PROVIDED BY MECH. 6. COORDINATE 511E AND LOCATION OF ALL DUCT AND SHAFT OPENINGS N FALLS AND FL(XXS W/ MECH. AND ELEC. PROVIDE ALL REWIRED LINTELS FOR OPENINGS. 5E LINTEL SCHEDULE 1. FIELD VERIFY ALL M2LWLRK OBiNNGS. 8. ADJUST WALL THICKNESS OF GYP BD. AND CONCRETE BLOCK FALLS AS REGIUIRED TO PROVIDE FOR MFL4ANI,N. AND ELECTRICAL DEVICES. 4PROVIDE FOR AND VERIFY LOCATION, SIZE AND DUANTT 1' CT ALL EOUINMENT PADS AS 5H041 BY MECH. AND ELEC, I0.ALL CONCRETE BLOCK WALLS NRE T9 BE 8" THICK UNLESS OTHERWISE NOTED. 11 ALL DO R/SIGELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 12 ALL BLOCK WALLS TO HAVE 3✓4" RADIUS BULLNOSE AT ALL OUTSIDE CORNERS. 13.FIRE RATED PALLS ARE INDICATED ON CODE PLANS. 14 ALL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT FALL MATERIALS. REARS MECH. DRAWINGS FOR DROPS. 15 REFER TO DETAIL 43011 FOR RECESSED SWITCH PLATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS. 16 REFER TO OETNL 43004 FOR RFLC55ED FP N MASONRY WALL. FE = FIRE EOTNGUISHER FB = FIRE BLANKET 11.REFER TO DETAILS 43046 FOR RECESSED U.N. N MASORY WALL. SEE MECH. 18 HEAVY LINES THUS C INDICATES BUILDING MATCH LINE I hereby ceSy that Nis plan, speclficadon or report was prepared by me or under my career supor,von and marl am a duly re3srered ARCHITECT under the laws of Me State of MINNESOTA MICHAEL COX Regis*on Number Arch NUm Date Reg DCe Revisions Date No. 0521 2 Dale Issue D Dale 155Ue Date Drawl RPD Now Check JLD FIRST FLOOR PLAN AREA A Scale: 1/5" A1.1A 2 I 4 8 10 A2.02 F1 0 A. G•3 G•5 >-< cRIrc.B DIVISION OFFICE (F.3) > < P.51 'POST 6.3 G.5 141.51'19.8 -0(2O) enenaea. ..... I II I II III Illil III III 1 H LEVEL 1 AREA B 1/8" = 1,,0,. 21-4. {22} 18'-8• A2.02 18.,8, ,G4 4 tlons - Courts 7 1•. 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHINGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 •111 III 11: 1 1\1,1 1111 `7. �1 1''.1 I, \II\ I III I� `I.11L1 I, 11s, 111\1i11 L-1{ I r;1 \II 1I,.I'. I FLOOR PLAN GENERAL NOTES: 1 REFER TO DETAILS OF CON5TR11CTIGN FOR: A ABBREVIATIONS, MATERIAL SYMBOLS SECTION 11000. B. MOUNTING HEIGHTS SECTION 12000. G. LINTEL SCHEDULE SELTIRN 13000. D. MATERIAL FINISH SCHEDULE 14000. E EXTERIOR WALL DETAILS SECTION 31000. F. ROOM FINISH SCHEDULE SHEETS A1.51. G WALL TYPES SECTION 42000 H. CASEWORK ELEVATIONS AND DETAILS SECTION 45000. I. MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000 J DOOR AND OPENING SCHEDULE SHEETS A1.52. THE ABOVE SECTIONS ARE LISTED FOR REFERENCE G4NLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK ALL DETAILS SHALL BE REVIEWED FOR SCOPE Cf WORK. 2 ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL. SEE WALL TYPES FOR ACTUAL THICKNESS. 3. ALL GYP. WALLS ARE TO BE 5" INCA UNLESS OTHERWSE NOTED 4 NALL TYPES INDCJATE BASE MATERIAL ONLY. REFER TO FINISH SCHEDULE A1.51 FINISHES 5 PRONCE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS. PROVIDE AND INSTALL STEEL AND CONCRETE AS RECUIRED TO BRING FLOCR/GELNG FLUSH WITH METAL SLEEVES PROVIDED BY MEGH 6 COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND fLGORS YN/ MECH. AND ELEC. PROVIDE ALL REGUIRW LINTELS FOR OPENI65. SEE I NTEL SCHEDULE M4VERIFY ALL MILLWORK OPENINGS. / WNL THKKNeS OF GYP. BD. AND CONCRETE BLOCK WALLS A5 REOJIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES. ePROVIDE FOR AND VERIFY LOCATION, 5RE AND 0UANTIIY OF ALL EQUIPMENT PADS AS SHOWN BY MECH. AND ELEG 10.ALL CONCRETE FLOCK NALL5 ARE TO BE 8" THICK UNLESS OTHERWISE NOTED. 11.ALL DCCR1SIDELITE OPENINGS TO BEGIN 4' FROM ADJACENT WALL UNLESS OTHERWSE NILA 80. 12.ALL BLOCK NV.L5 TO HAVE 3/4' RA17115 BILLNOSE AT ALL OUTSIDE CORNERS 13.FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 14.ALL RAIWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT NALL MATERIALS RE1831 MECH. DRAWINGS FOR DROPS 15 REFER TO DETNL 43011 FOR RECESSED SWITCH PLATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS. 16.REFER TO DETNL 43004 FOR RECESSED F.E. N MASONRY TALL. FE • FIRE EXTNGUBHER FB • FIRE BLANKET 11.REFER TO DETAILS 43046 FOR RECMSED U H. IN MASONRY NALL. SEE MECH. 18.HEAW LINES THIS GMMED� INDICATES BUILDING MATCH LINE !hereby c Nfythar ails plan, speclhcahon or reportwas prepared byno or under ma direct supereslon and Marl ern a duly registered ARCHITECT under the laws orthe State of MINNE OTA MICHAEL COX Reglstraeon Nlmoer Arch NUI1 Date Reg Pte Revisions Date No. North Comm 052182 Date Issue [Ate Drawl RIFE) Check JLD FIRST FLOOR PLAN AREA B Scale 1/8' = 1'-0" AI.IB ,...:.:3P .N:. 2 3 4 9 10 TOILET (D119 Q Tr 10.2 i .4 ®LEvEL 1 AREA C. V9" = P-0n 11.5 (12) 12.5 (13) 15.5 (14) 14.5 DAY 5P G102 PUB lG GIRCUL ON 014• BAILIFF BU51N 5 STORAGE C1oe OFFICE G121 A, Y OFFICE G12B CORRIDOR G134 II MINIM 11 NINON I NINON N MN 11 NNNNN N MIN EI C115 ''�j INTERVIEW V INTERVIEW C119 -1- Al CRR4INAL DNLS OPEN OF ICE CC21 CS r0 19.519.i 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 \le 11llir 1,,,.1,1 .. i I'1 11 f, 1 it! 1,1I 1).1 \t 111,E 1I FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS OF CONSTRUCTION FOR: A ABBREVIATIONS. MATERIAL SYMBOLS SECTION 11000. B. MOUNTING HEIGHTS SECTION 12000. C. LINTEL SCHEDULE SECTION 19000. D. MATERIAL FINISH SCHEDULE 14000. E EXTERIOR WALL DETAILS SECTION 31000. ROOM FINI51 SCHEDULE SHEETS A1.51. G WALL TYPES SECTION 42000 H. CA513VORK ELEVATIONS AND DETNL55ECTION 45000, I MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000 J. DOOR AND OPENING SCHEGOLE SHEETS A1.52. THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY. AND ARE NOT EXCW5IVE TO AREAS OF WORK ALL DETAf35 SHALL BE REVIEWED FOR SCOPE OF WORK. 2 ALL PLAN DIMENSION'" ARE NOMINAL TO FAGS OF YNLL. WALL THICKNESSES ARE SHORN NOMINAL, SEE MALL TYPES FCR ACTUAL THICKNESS. 3. ALL GYP. WALLS ARE TO BE 5" THICK UNLESS OTHERWISE NOTED 4. WALL TYPES INDICATE BASE MATERIAL ONLY. REFER TO FINISH SCHEDULE A1.51 FINISHES 5 PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS. PROVIDE AND INSTALL STEM AND CONCRETE A5 RECNIRED TO BRING FLOOR/OEILNG FLUSH WITH METAL '4 FFvES PROVIDED BY MECH 6. COORDINATE 580 AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLODR5 WV MECH. AND EEC. FROVIDE ALL REQUIRED LINTELS FOR OPENINGS, SEE LINTEL SCHEDULE. 1. FIELD VERIFY ALL M111YY.RK OPENINGS. 8. ADJUST WALL THICKNESS OF GYP. BD. AND CONCRETE BLOCK HALLS A5 REQUIRED TO PROVIDE FOR MECHANKAL AND ELECTRICAL DEVICES. 0PR.0/IDE FOR AND VERIFY LOCATION. 5I AND OUNTIIY OF ALL EQUIPMENT PAD5 A5 SHOWN BY MECH. AND ELEC. 10.ALL CONCRETE BLOCK WALLS ARE TO BE 8' THICK UNLESS OTHERWISE NOTED, 11.ALL DO7L510ELITE OPENINGS TO BEGIN 4' FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 12.ALL BLOCK WALLS TO HAVE 3/4" RADIUS EULLN05E AT ALL OUTSIDE CORNERS. 13.FIRE RATED FILLS ARE INDICATED ON CODE FLANS. 14.ALL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS REVIEW MECH DRAr1NG5 FOR DROP5. 15.REFER TO DETNL 43011 FOR RECESSED SWITCH PLATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS. 16.REFER TO DUAL 43W4 FOR RE:E55ED F E N MASONRY WALL FE • FIRE EKTINGuEHER F0 • FIRE BLANKET 11.REFER TO DETAILS 43046 FOR RECESSED U.H. IN MASONRY WALL SEE MECH. 18 HEAVY LINES THUS 11.1.1.MMID INN Me INDICATES BUILDING MATCH LINE I hereby ce,fy tortes plan. specification or report was prepared by me er under my directsuperNslon and mat I am a dug registered ARCHTTFLT underlie laws of the Stara of MINN8OTA MICHAEL COX Reosseson Nunber Arch Nu1h Date Reg Dte Redskins Date No. CI) 2 W Comm lssoo 0 Date Issue Date Dram RPD NOdh Check JLD FIRST FLOOR PLAN AREA C Scale' As indicated AI.IC 2 a 10 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 G.5 G.5 x— x— x— x 1 G LEVEL 1 AREA P 1/8" r• 1'-0" 1 1 1 1 7 STORAGE D101 LAIN LIBRARY CENTER MECHAN r LAN! LIB Y SELf SERVIQE CENTER J -R1/2' 5' TOILET TOILET 7100A ELEVATOR EQUIPMENT TOILET 10.5 JAN D151 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Mlmesota 55082 1 ,Hit 1.I'11 I \I\ I0, I 11 \'. 4 It. R 1 1 1,.1'. FLOOR PLAN GENERAL NOTES 1 REFER TO DETAILS Of CONSTRUCTION FOR: A ABBREVIATIDNS, MATERIAL SYMBOLS SECTION 11000 B. MOUNTING HEIGHTS SECTION 12000. C. LINTS. SCHEDULE SECTION 13000. D. MAT921AL FINISH SCHEDULE 14000. E D(TPRILR WALL DETAILS SECTION 31000 F. R004 Mal SCHEDULE SHEETS A1.51. G. WVLL TYPE55ECTION 42000 H 0AS&AORK ELEVATIONS AND DETAILS SECTION 45000. 1. MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000. J DOOR AND CFENMG SCHEDULE SHEETS A1.52. THE AEHCTrE SECTIONS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK ALL DETAILS SHALL BE REVI&ED FOR SCOPE OF WORK. 2. ALL FLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NO4MAL, SEE W+LL TYPES FGR ACTUAL 1HICK7555. 3. ALL GYP. WALLS ARE TO 5E 5" THICK UNLESS OMERWYE NOTED 4 WALL TYPES INDICATE BASE MATERIAL ONLY REFER TO FINISH SCHEDULE AI.51 FINISHES 5 PRCNTDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS PRO/1DE AND INSTALL STEEL AND CONCRETE A5 RE0UIRED TO BRING FLOCK/CEILING FLUSH NTH METAL 51EE0E5 PRO/ILED BY MELH 6 COORDINATE Siff AND LOCATION OF ALL DUCT AND SHAFT OPENNGS IN WALLS AND FURS WY MECH. AND ELEC. PRO/DE ALL REQUIRED LINTELS FOR OPENINGS SEE LINTEL SCHEDULE 1. FELD VERIFY ALL MILLYICRK OPENINGS. B. ADJUST WALL THICKNESS OF GYP. 50. AND CONCRETE BLOCK WALLS AS REYIUIRED TO PROVIDE FOR MECHANEAL AND ELECTRICAL DEVICES. N.PRO/IOE FOR AND VERIFY LOCATION, SDI AND OUANTIIY OF ALL EOJIPMENT PADS A5 BHOWN BY MELH. AND ELEC. 10 ALL CONCRETE FILKIKK WALLS ARE TO BE B' THICK UNLE55 OIHERWI5E NOTED. 11.ALL DGGR/SIDELRE OPENINGS TO BEGIN 4' FROM ADJACENT NALL UNLE55 OTHERWISE NOTED. 12.ALL BLOCK WALLS TO HAVE 3/4' RADIUS BILLNOSE AT ALL OUTSIDE CORNERS. 13.FIRE RATED WALLS ARE INDICATED ON WOE PLANS. 14.ALL RAINWATER LEADERS AND DUCT CROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS REVIEW MECH. DRAWINGS FOR CROPS 15.REFER TO DETAIL 43011 FOR RECESSED SWITCH PLATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS. 16.REFER TO DEINL 4304 FOR RECE55ED F E N MASONRY WALL. FE • FIRE EXTINGUSHER FB • FIRE BLANKET 11REFER TO DETAILS 43046 FOR RECESSED U H IN MASONRY WALL SEE MECH. 1 B HEAVY LINE5 THUS — - INVICATIS BUILDING MATCH LNE Ilrerebycarat" l,M0ts plan, spacmcadon or report was Prepared by me «under my drarfsuperlsion and Mat ama Noy registered ARCHITECT under the laws of the State of MINNE50TA HICHAEL CO% Regrstredon Number Arch Num Date Reg Ole Revisions Date No. Comm 052152 Date Issue Date D aw RFD Np� Cheek JO FIRST FLOOR PLAN AREA D Scale. A5 Indicated Ai.ID • IFLEX. COURT 5260 A4) (A5) 3 4 10 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stilt ester, Mimesofa 55082 LINK B265 3 c D Elevatl0n5 - Ea54)ling G H 4' (26 COURT WAITM6 CONFERENCE 1 H LEVEL 2 AREA A 1/8" = 1'-0" 2 1.10 A210 T CIRC. (A201 NFERENGE 1 CONE. A213 I GONE, A216 PR H7 TONAL CUSTODY COURTROOM SALLY A221 HOLDING GIRD. HOLDING (A222 MEGH. A21,1 -ME6H. [A23, HOLDING HOLDING ry HOLDING TOILET INMATE GIRD DATA A213 7y LOBBY MEN'S LOG " ROOM CIEVING H TESTING g'•111/16 4'•105/6 4.111/16' 2-15/ 1 300 WIZ MIWAGER'— (A244 H. MANAGER 4�48 1 MECH./ELEC. 43/ 3'•51/8' 3'-53/5' 3'•43/4" 3-51/B' R yl 3'•5" ...,.Iw���>��xe4N1®11>���i'wwrllilF1' 'llm.�,I ,II SUPERVISORS OFFICE A261I K„Y PLAN WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 Ali, ...,i,.'. 11I.1 1.11; �1 1. HI I, \I\ I11,'1,\11 11 FLOOR PLAN GENERAL NOTES: 1 REFER TO DETAILS OF CONSTRUCTION FOR. A ABBREVIATIONS, MATERIAL SYMBOLS SECTION 11000. 8. MOUNTING HEIGHTS SECTION 12000. C LINTEL SCHEDULE 5ECTION 13000. D. MATERIAL FINISH SCHEDULE 14000. E DITERIOR WALL DETAILS SECTION 31000. F. ROOM FINISH SCHEDULE SHEETS Al 51 G. WALL 171"c5 SECTION 42000. H. O/58HORK ELEVATIONS NV DETAlL55ECTION 45000. I MARKER BOARD 17 25 AND MONTNG HEIGHTS SECTION 41000 J. DOOR AND 1PE4NG SCHEDULE SHEETS AI.52. THE ABODE 5ECTG+5 ARE LISTED FOR REFERENCE ONLY. AND ARE NOT EXCLUSNE TO AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK 2. AU. PLAN O1EN51ON5 ARE NOMINAL TO FACE OF /ALL. 4VLL THICKNESSES ARE SHOWN NOMINAL, SEE PALL TYPES FOR ACTUAL THICKNESS 3 ALL GYP WALLS ARE TO BE 5" THICK UNLESS OTHERWISE }DIED. 4. WALL TYPES N06GATE BASE MATERIAL ONLY. REFER TO FINISH 5CMEDULE AI51 FINISHES 5. PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS. PROVIDE AND INSTALL STEEL AND CONCRETE A5 REQUIRED TO BRING FLOOR/CEILING FLUSH WITH METAL SLFEVES PROVIDED BY MECH. 6 COORDINATE SIZE AND LOCATION Of ALL CULT AND SHAFT OPENINGS N WALLS AND FLOORS W/ MEGA AND ELEG FRO/IDE ALL REGUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 1. MELD VERIFY ALL HILLW7RK OPENINGS. 8 ADJUST WAD. THICKNESS OF GYP. BD AND CONCRETE BLOCK WALLS A5 REWIRED TO PROVDE FOR MECHANICAL AND ELECTRICAL DEVICES 9PROVIDE FOR AND VERIFY LOCATION, SIZE AND QUANTITY OF ALL EOUIPMENT PADS A5 SHGYN BY MECH. AND ELEC. 10.ALL CCNCRE1E BLOCK WALLS ARE TO BE 8" THICK UNLESS OTHERWISE NOTED 11HL DOORFIDE0TE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTH2WSE NOTED. 12HL BLOCK WALLS TO HAVE 3/4" RADIUS BULLNOSE AT ALL OUTSIDE CORNERS 13.FIRE RATED WALLS ARE NDI0ATED ON CODE PLANS. 14 ALL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS. REVEW MECH. DR WINGS FOR CROPS. 15.R FER TO DETAIL 43017 FOR RC7%5ED SWITCH RATE BY ELECTRICAL AT CONCRETE BLOCK PALL LOCATIONS. 16.REFER TO DETAIL 43W4 FOR RECESSED F E N MASONRY WALL. FE = FIRE EXIINGU8HER FB = FIRE BLANKET 11.RffER TO DETAILS 43046 FOR REC%SED PH IN MASONRY WALL, SEE MEGH 13.HEAVY LINES THUS I I INDICATES &ALONG MATCH LINE I hereby comfy Mattis plan. speclflcaoon or repot was aprneduy by me or der my direct superwslon and marl 9 ARCHITECT under thelaws of the State of MINNE50TA MICHAEL COX RegisV.4m Number Arch NUM Date Reg Ore Revisions Date No. Not Co nm 052132 Date rssoe Date Drawl Author Check Checker SECOND FLOOR PLAN AREA A Scale' At, indicated A1.2A S A2.02 A r� {di r� a.51dia.a 220) CONFERENCE 5) \ FAMILY E.5 ---,CONFERENCE I'i3} -4I-, -�- A .I ,I. H 0 LEVEL 2 AREA S 1/8" = 1'-0" 4 2 CONFERENCE 5221 / 5218 GIRD. 5225 CLOSET tJ i 4T m� VEST. 525/ 15,3 A2 02 HOLDING GIRO, 5253 BAILIFF GO e2a,i VEST. DELL 52381 241 -ET - To1L COMP. 5245� (22) DAYSP E 5'1 CONFERENCE OLDING G1RG. TOILET 232 2 VEST. { �E) Horn - Courts pB) 10 Elevatl0ns - East rang _1! 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Mimesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 Nit. Win ,1, I'(.1• tlIt, 1'I III; ,I „.\II I'Ir.I,,II. FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS CF CONSTRUCTION FOR: A AEBREVIATION5, MATERIAL SYMBOLS SECTION 11000. B. MOUNTING HEIGHTS SECTION 12000. C. LINTEL SCNEDJLE SECTION 13000. D MATERIAL FINISH SCHEDULE 14000 E EXTERIOR WALL DETAILS SECTION 31000. F. ROOM FINSM SCHER/LE SHEETS AI.51. G WALL iTVC SE0TIO N 42000. H. GASBNORK ELEVATIONS AND DETAILS SECTION 45000. I. MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000 J. DOOR AND OPENING SGHECULE SHEETS Al 52 THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY, CID ARE NOT EXCLUSIVE TO AREAS GF WORK ALL DETAILS SHALL BE RENEWED FOR SCOPE OF WORK. 2- ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL WALL THICKNEI..E) ARE SHOWN NOMINAL. SEE HALL TYPES FOR ACTUAL THICKNESS. 3. ALL GYP. MALLS ARE TO BE 5" THICK UNLESS OTHERWISE NOTED 4. WALL TYPES INDICATE BASE MATERAL ONLY. REFER TO F31511 SCHEDULE AI51 FINI5HE5 5 PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS PROVIDE AND INSTALL STEEL AND CONCRETE A5 REQUIRED TO BRING FLOOR/GELPIG FLUSH WITH METAL SLEEVES PROVIDED BY MECH 6. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPIDI NG5 IN WALLS AND FLOORS WI MEGH AND ELEC PROVIDE ALL REQUIRED LMTEL5 FOR OPENINGS. SEE LINTEL SCHEDULE. T. FIELD VERFY ALL MILLWORK OPENINGS. 8. ADJUST WALL THICKNESS OF GYP. BD AND CONCRETE BLOCK WALLS A5 REQUIRED TO PROVDE FOR MECHANICAL AND ELECTRICAL DEVICES. A PROVDE FOR AND VERIFY LOCATION, SIZE CID QUANTITY OF ALL EQUIPMENT PADS A5 SHOWN BY MECH AND ELEC. I0.ALL CONCRETE BLOCK WALLS ARE TO BE 8" THICK UNLESS OTHERWISE NOTED. HALL 01 ./S DELRE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWSE NOTED. 12.ALL 51 /r0 WALLS TO HAVE 3/4" RADBS BILLNOSE AT ALL OUTSIDE CORNB45 13.FIRE RATED WALL5 ARE INDICATED ON CODE PLANS. 14.31E RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS. REVIEW MEGH DRAWINGS FOR CROPS. 15.REFER TO DETAIL 43011 FOR REc%SED SWITCH PLATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS 16.REFER TO DETA2. 43004 FOR RECESSED F E. IN MASONRY WALL FE • FIRE EXTINGUENER FB a FIRE BLANKET IT.REER TO DETAILS 43046 FOR RECESSED U.H. 5N MASONRY WALL 5EE MECH. 18.HEAVY LNE5 THUS 11111111111111111111111/11 OM M INDICATES &JILDMG MATCH LINE I hereby Car3rytat this elan, soeoncelon or report was arema duly reg e4 G85030Ire0T SuperNsion 8n0 Merl underte laws of the Stare or MINNESOTA MICHAEL GOX Re5sbe(on Number Arai NUAI Date Reg DIe Revisions Date No. North Comm 052182 Date Issue Date Drawn Author Check Checker SECOND FLOOR PLAN AREA B Scale A5 Indicated A112B r r.. FLAN 10 A D I 1 1 1 - >-G B.51- x • G.S— — 1 < - > OPEN OFFICE SUPERVIS CORRIDOR 1D264I E.3) J %` - - >< F.5}— — F \/ G G.3--- — GS-- H.5}— — MEDIATION HARASSIEN G205] JURY DELIS. OPEN OFFICE 21 FERENCE C2011 CONFERENCE CONFERENCE 203P1 ' I CONE G222 G212 MAGISTRATES 11MAGISTRATES TJUD '5 OFFICE *FFICF $1 CONF G209 I J MAIL G223 6PEN Orrice- 'FERENGE G240 L G2SOCRG261 OFFICE G261I v COURT ADMINISTRATOR C262 OPEN OFFICE 254l- STORAGE An— -61? M5R. OFFICE P 5UP. FIGS GALEN AR SUPER IOR OFFICE JURY MANA OFFICE G2T1 i■ a REAL TIME CONF j VEST. cj !1 UPDATE G255 m I CONE. CONFERENCE, �JV1i01 nws RG.0 CONFERENCE JAN. C286 AJV HOLDING G250 JUDICIAL GIRL. C2411 LINK C249 TOILETIu L aff Generalist Office CONFERENCE JV / FAMILY QUIET 1^1AMN' C281 L court MaiInlstratpe` Ma er c te. G22JA. 1 Elevations - GQI A2.02 FT' CONFERENCE L219 OFEEN OFFICE CONFERENCE i OFFICE GONE 57121 CANF. 5211 (3� CONF. CONFERENCE 8210 2026 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Mimesota 55082 L li, II111� I� 1\III'\I,I\Illt� • ?Ill,' '•I PI III: �I �1. Hi 1, 11\ I)f \'.111.t l) 1F 1, 111 l'l•,IN, 11 FLOOR PLAN GENERAL NOTES: I. REFER TO DETNLS OF CONSTRUCTION FOR: A ABBREVIATIONS, MATERIAL SYMBOLS SECTION 11000 B. MOUNTING HEIGHTS SECTION 12000 C. LINTEL SCHEDULE SECTION 13000. D. MATERIAL F15 0H SCHEDULE 14000. E ENTERIOR PAU- DETAILS SECTION 31000 F. ROOM FINISH SCHEDULE SHEETS A1.51. G. WALL TYPES SECTION 42000. H. CASEWORK ELEVATIONS AND DETAILS SECTION 45000 I. MARKS BOARD TYPE5 AND MOUNTING HEIGHTS SECTION 41000. J. DOOR AND OPENING SOHEOJLE SHEETS A152 THE A&NE SECTIONS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK 2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF PALL WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. B. ALL GYP. HALLS ARE TO BE 5' THICK UNLESS OTHERFSE NOTED. 4. WALL TYPES INDICATE BASE MATERIAL ONLY REFER TO FINISH SCNED/LE A1.51 FINISHES. 5. PROJIDE A COMPLETE RATED ENCLOSURE AT TOP AlVD BOTTOM OF ALL SHAFTS PROVIDE AND INSTALL STEEL AND CONCRETE AS REQUIRED TO BRING FLOOR/CEILING FLUSH WITH METAL SLEEVE5 PRP/IDED BY MEGH 6. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT °FETINGS IN WN.LS AND FLOORS W/ MECH. AND ELE0. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE 1l FIELD VERIFY ALL MRLIYORK OPENINGS. 8. ADJUST WALL THICKNESS CF GYP. DD. AND CONCRETE BLOCK WALLS AS REQUIRED TO PROVIDE FOR MECHANICAL AND 3EGTRIOAL DEVICES. 4PRO✓IDE FOR AND VERIFY LOCATION, SIZE ATV QUANTITY GE ALL EQUIPMENT PADS A5 5H04.1 BY RECH. AND E1.EG. I0.ALL CONCRETE BLOCK PULLS ARE TO EE 8" THICK UNLESS OTHERWISE NOI LO. 11.ALL DOOR/51DELITE OPENINGS TO BEG' 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED 12 ALL 13LO05 WALLS TO HAVE 3/4" RADIUS BJLLNOSE AT ALL OUTSIDE CORNERS. 13 FIRE RATED FALLS ARE 'DILATED ON GORE PLANS 14,ALL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT HALL MATERIALS. REVIEW MECH, DRAWINGS FOR DROPS. 15.REFER TO DETAIL 43011 FOR REGE5SED SKETCH RATE BY ELECTRICAL AT CONGREIL BLOCK WALL LOCATIONS. lb REFER TO DETAIL 4304 FOR RECESSED F.E. N MASONRY NALL. FE = FIRE EITINGUSHER Fe • FIRE BLANKET 11 REFER TO DETAILS 43046 FOR RECESSED U H N MASONRY WALL. SEE MECH. 16 HEAvY LINES THUS M M - INDICATES BUILDING MATCH LINE 1 fie ety comfy that this plan, specihcaeon or report was prepared by me or under my direct supervision and Mat ern a dui registered ARCHITECT under vielaws of the Stem of MINNESOTA MICHAEL COX Regis0eeon Number Arch Num Date 1104 Ole Revisions Date No. North Comm 052182 Date Issue Date Drawl Author Check Checker SECOND FLOOR PLAN AREA C °LEVEL. 2 AREA G 1/8e , li-0n Score: A5Indicated A1.2C 9 10 >‹ - >!-.<11 MANAGEAJSUPERVIS 112201 < 0202 A P.1H P.5-- - - 4- 0 E.8)- C)LEVEL 2 AREA P A 14 H _ TEN OFFICE V204 122013 SUPERVISOR 1 0 INTERVIEW 3.5) CIRC. SUPERVISOR. D2341 4.5) 5.5) x 7v, _ 1 - i-ft:14L.E=F 0240 .; ! 5TeF4A6E D241 CONF. 1-1221;51 8.5) - CONF. -1 D252 1 D253 WAITING D260 01.5) (10::$ 10.3 6•L)-;11:' ` T - - 1 CIRC. x ' _I__ D266 SLIPERVIS CORRIDOR V264 tereatimeii : kr: D262 1-.1. 0263 .1T r; h9P151,1 OFFICE D261 WAITING G201I_ MEDIATION -1-1913.../5511 NT CONttKENGE: 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WAS HI NGTON COUNTY 14949 62nd Street North Stilhvater, Mlmesota 55082 R' Hill, \1,1\111t, • '11,1 •;;. Pt; I it.t, IN ','.l 0.1 FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS CF CONSTRUCTION FOR: A. Al3EREVIATTC*5. MATERIAL SYMBOLS SECTION 11000. B. MDONTING HEIGHTS SECTION 12000. C LINTEL SCHEDULE SECTION 13000. D. MATERIAL FINI91 SCHEDULE 14000. 2. IXTERIOR WALL IXTAILS SECTION 31000. F. ROOM F1/161 SCHEDULE SHEETS AI.51. 6. WALL 1 rets SECTION 42000. CASEWORK ELEVATIONS AND DETA10.5 SECTION 45000 MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000. J. DOOR AND OPENING SCHEDULE SHEETS A1.52 THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY. AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALL DETAILS SHALL BE REVIEWEV FOR SCOPE Of WORK. 2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. riALL THExNESSES ARE SHOWN NOMII1AL, SEE /NALL. TYPES FOR ACTUAL THICKNESS 3. ALL GYP WALLS ARE TO BE 5" THICK UNLESS OINERNI5E NOTED. 4 WALL TYPES NOLATE EASE MATERIAL ONLY. REFER TO 814190 SCHEDULE AI 51 FINISHES 5. PROVEE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS PROVIDE AND INSTALL STEEL AND CONCRETE AS REGuIPED TO BRING FLOOR/CEILING FUJal WITH METAL 5083,0051801100051 MECH 6 COORDINATE AND LC/CATION OF ALL MGT AND SHAFT OPENINGS IN WALLS A/C FLOORS YU MECH AND ELEC. FROVIDE AU_ REQUIRED LINTELS FOR CFBNINGS. SEE Loon. SCHEDULE 1, FEW VERIFY ALL MILUNORK OPENINGS. 3. ADJUST WALL THICKNE% OF GYP. RD AND CONCRETE BLOCK WALLS AS REQUIRED TO PRO/IDE FOR MELHANKAL AHD ELECTRICAL DEVICES. PROVIDE FOR AND VERIFY LOCATION, SIZE AND GIJANTRY OF ALL EQUIPMENT PADS AS 910/4N BY MECH. AND ELEC. 10.ALL CONCRETE BLOCK WALLS ARE TO BE 8" THFCK UNLESS OTHERWISE NOTED 11.ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERVISE 942110, 12.ALL BLOCK YiALLS To NAVE 3/4" RAMIS BILLNOSE AT ALL OJTSIDE CORNERS 13.FRE RAYED WALLS ARE INDICATED ON CODE PLANS. 14.ALL RAINWATER LEADERS AND DUCT 06088 APE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS. REVIEW MECH. DRAWINGS FOR DROPS. 15.R28ER TO DETAIL 4301/ FOR REC415SFD SWITCH RATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS, 16.REFER TO DETN1 43004 Et.14 RECESSED F E N MASONRY WALL FE • FIRE EXTINGUNHER FB • FRE BLANKET 11.REFeR TO DETAILS 43046 rat RECESSED U.H. N MASONRY WALL SEE MECH. 16.HEAVY LINES THUS =MI IMO INDICATES BUILDING MATCH LINE INceby centyMat ars plan, specification or report was 0190ared by me or under my direct suPerasion and that! am a duly registered M0451120,T under Me farm of tte State of MINNISOTA MICHAEL COX Regiotrabon Number Arch Num D. Peg Dte Revisions Date No North Comm 052t82 Date ;sea Date Dram Author Check Checker SECOND FLOOR PLAN AREA D Sce Fe' As Indicated A1.2D (A4) (A5) 10 A c D H (26 -SVE�,1 E A lkEA4 OPEN OFFICE PROJECT TEAM OIRG A3141 (30) 3'-105/16' 11'-11/16' 1'-8' 10'-8' 2'-21/ WOMEN A312 PROJECT OPERATION 50PFRNSnR 421 1 1 1 11 1 it VISITING AUDITORS CONFERENCE OBSERVATION BOOTH 0050 MANAGEMENT IA336l COMPUTER DATA 4 PRINT A330 .4- DIRECTOR 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Mhlnesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 CIF 11111' il,i 1'1 I ?1 '.4 t, 1,11.,1 1r1 1t- lN. �\II UI \'. 1 it. T 4 ) FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS OF GON'STRUGTION FOR: A ABBREVIATIONS, MATERIAL SYMBOLS SECTION 11000. B MOUNTING HEIGHTS SECT10N 12000. G. LINTEL SGHEGULE SECTIO! 13000. D. MATERIAL FINISH SCHEDULE 14000. E EXTERIOR WALL GETAD_5 SECTION 31000. F. ROOM FINISH SCHEDULE SHEETS AI.51. G. WALL TYPES SECTION 42000 H. CASEWORK ELEVATIONS AND DETAILS SECTION 45000. L MARKER BOARD TYPES AND WONTING HEIGHTS 500TION 41000 J. DOOR AND GREENING SCHEDULE SHEETS A1.52. THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK. 2. ALL MAN DIMENSIONS ARE NOMINAL TO FACE OF FALL 5/ALL THICKNESSES ARE SHOWN ROMMA.. SEE WALL TYPES FOR ACTUAL 000343✓E55. 3. ALL GYP WALLS ARE TO BE 5" THICK UNLESS OTHERWISE NOTED 4. WALL TYPE5 INDICATE BASE MATERIAL ONLY. REFER TO FNSH SCHEDULE Al51 FINISHES 5 PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS. PROVIDE AND INSTALL STEEL AND CONCRETE A5 REQUIRED TO ORMG FLO R/CEILNG FWS`1 WTTH METAL SLEEVES PROVIDED BY ME0H b. COORDINATE SIZE AND LOCATION GE ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS IN/ MEGH. AND EEG PROVDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE 1. FIELD VERIFY ALL MILU.NORK OPENINGS. 5. ADJUST INABA THICKNESS OF GYP. BD AND CONCRETE BLOCK WALLS AS REQUIRED TO PROVDE FOR MECHANICAL AND ELECTRICAL DEVICES. B PRCIVIDE FCR AND VERIFY LOCATION, SIZE AND QUANTITY OF ALL EQUIPMENT PAGE A5 91OJN BY MECH. AND ELFL 10.ALL CONCRETE BLOCK WALLS ARE TO BE 3' THICK UNLESS OTHERWISE NOTED, 111LL IDO7R/502ELRE OP0NING5 TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 1211E BLOCK WALLS TO HAVE 3/4" RADVS EULLN05E AT ALL OUTSIDE CORNERS 13.FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 141LL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS. REVIEW MECH. DRAWINGS FOR DROPS. 15.REEER TO DETAIL 43011 FOR RECESSED SWITCH PUTS BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS 16.REFER TO DETAL 43004 FCR RECESSED F.E M MASONRY WALL FE • FIRE EXTINGUISHER FB • FIRE BLANKET 1/.REFER TO DETAILS 43046 FOR RECESSED U.H IN MASONRY WALL. SEE MECH. 18 HEAVY LINES THUS MID INDICATES BUILDING MATCH LIRE I harsh/ cero1y that this plan, specification or report was prepared by sar der try directsupen,s,on and that) atn a 9 ARCHITECT under the laws of the Stare of MINNE5OTA MCHAEL COX Raptsneaon Number Arch Ka Date Reg Ote Revisions Date No. North Comm 052182 Date issue Dote Drawn Author Check Gherker THIRD FLOOR PLAN AREA A Scale: A5Indkdted A1.3A S A2.02 1 q"514i"8 ' J A A.2- N A.7)- - 17.8 E"5)N E.5) E.8) 'fH.& • T - H 20) 1 LEVEL 5 AREA 5 1/8"�T-0° 8_8" 2 4 Oy_5 4" (25; A2.02 5 7 Al V )V 10n5 - Courts 8 y I A2.CEIevation5 - East Wing \T 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Mimesota 55082 51t, IIII II I, 1\II i \I.1\111t, , t U 1 1,1 PI III: •I I..I I,\,L.1 , I.u\ 1)1\\klt./:(I I 1; .1. \II FLOOR PLAN GENERAL NOTES: I REFER TO DETAILS CH CONSTRUCTION FOR: A ABBREVIATIONS, MATERIAL SYMBOLS SECTION 11000. B. MOUNTING HEIGHTS SECTION 12000. C. LINTEL SCHEDULE SECTION 13000. D. MATERIAL FINISH SCHEDULE 14000 E EXTERIOR WALL DETAILS SECTION 31000. F. ROOM FINISH SCHEDULE SHEETS Al 51. G HALL TYPES SECTION 42000 H CASEWORK ELEVATIONS AND DETAILS SECTION 45000. 1. MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000. J. DOOR AND OPENING SCHEDULE SHEETS A1.52. THE A80VE SECTIONS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLuSNE TO AREAS Of WORK ALL DETAILS SHALL BE REVIEWED FOR 5COPE OF WORK. 2 ALL PLAIN DIMENSIONS ARE NOMINAL TO FACE OF WALL WALL THICKNESSES ARE 5HO NN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS 3. ALL GYP. WALLS ARE TO 8E 5" THICK UNLESS OTHERINSE NOTED 4. WALL 1 TMCS INDICATE BABE MATERIAL ONLY. REFER TO FINISH SCHEDULE A1.51 FINISHES 5 PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS. PROVIDE AND INSTALL STEEL AND CONCRETE AS REQUIRED TO BRING FLCXOR/C,E1LNG FLU9I WITH METAL SLEEVES PRO✓ID£D BY MEGH b. COORDINATE 51ff AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SG$DULE 1. FIELD VERIFY ALL MILLWORK OPENINGS. 9. ADJUST WALL THCKNE55 OF GYP. 8D. AND CONCRETE BLOCK WALLS AS REQUIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES. P.PROVDE FOR AND VERIFY LOCATION, 512E AND OIANT5IY OF ALL EQUIPMENT PADS AB SHOWN 8Y MECH. AND ELE0_ 10.ALL CONCRETE BLOCK WALLS ARE TO BE a" THICK UNLESS OTHERWISE NOTED. MALL DCG RSIDELRE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. 12.ALL BLOCK WALLS TO HAVE 3/4" RADIUS BULLNOSE AT ALL OUTSIDE CORNERS. 13.FIRE RATED WALLS ARE INDICATED ON CCM PLANS. 14.ALL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS REVIEH MECH DRAWINGS FOR DROPS. 15.REER TO DETAIL 43011 FOR RECESSED SWITCH PLATE BY ELECTRICAL AT CCNGRETE BLOCK WALL LOCATIONS 16.REFER TO DETAIL 43004 FOR RECESSED F.E. N MASONRY WALL FE • FIRE E11TNGU8HER F8 a FIRE BLANKET 11.REFER TO DETAILS 43046 FOR RECESSED U H. IN MA:ONRY WALL. SEE MECH. 10.HFAVY LINES THUS INDICATES BUILDING MATCH LINE therebycorofy that this plan speclficatlon or report was prepared home or undermy direct superNson and that am a duy rag5tered AROIRBLT under the laws otthe State of MINNESOTA MICHAEL COX Revsoana) Number Af3h Num Date Reg Me Revisions Date No. North Comm 052182 Date Issue Date Drawl Author Check Checker THIRD FLOOR PLAN AREA B Scale• A5 indicated A1.3B (1�0 10.5 2 11.5 12.5 s 13.5 4 14.5 5 15.5 4) 16.5 7 11.5 (18 15.5 10 LEGEND: ROOF DRAIN (R D ) OVERFLOW DRAIN (0 R D / 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 A F.5) G.3 - G.5 - ()ROOF FLAN AREA G 1/':r-o° 1 J r_ 1 co co co L L J 1 T - ®I� A2.01 - L r L r 11 PENETRATION CURB AT ROOF EXHAUST 0R AJA INTAKE Kd1IPMENT CURB AT MECHANICAL ECI'MENT Q VENT STACK OR PIPE CONDUIT 0 ROOF EX 1A1 ST OR AR INTAKE 717 CRICKET FOR POSRIVE DRAINAGE SLOPE OF 1/5" TAPERED &ISOLATION .4" INSULATION HEIGHT DIAMOND CRICKET (MADE OF 1/4' / FT MATBJIAL) SLOPED STRUCTURE u ROOF LADDER WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 NO, 1II1I, \I,I \,.1\111. \l l\\ • 9 1 I, 51 Di \\HIt.H ,,\II I I , , I ROOF PLAN GENERAL NOTES: 1. TAPERED ROOF INSULATION SHALL SLOPE AT 1/5" PER 1'-0" / THE THICKNESS OF THE INSULATION 15 5HOWN N DETAIL 35009. DIMENSIONS SHOWN AT PARAPETS ARE APPROXIMATE. PROVIDE 1/5' SLOPES. 2. SHOP DRAWING DE51GN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAINS A6 DESIGNED. 3. PROVIDE TAPERED INSULATION TRANSITION AS REQUIRED AT INSULATION CROSS SLOPE CONDTf10N5, TYPICAL. 4. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS A5 REQURED FOR POSITIVE DRAINAGE. 5. MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MEGH DRAWINGS FOR EXTENT OF MECH. EQUIP. AND 572E AND LOCATION OF ALL ROOF PENETRATIONS. 6 ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC. TO BE PANTED. 1. PROVIDE CURBS FOR ALL ROOF MOUNTED EQUIPMENT. PROVIDE CUTS TO ENSURE POSITIVE DRAINAGE. VERIFY LOCATION AND SIZE W/ MECHANICAL/ ELECTRICAL. 5. REFER TO DETAIL 35012 FOR PENETRATIONS OF VENTS THROUGH ROOF. 9. REFER TO DETAIL 35013 FOR PENETRATIONS OF BOILER STACKS THROUGH ROOF. 10. REFER TO DETAIL 35014 FOR ROOF EQUIP. CURB DETAILS. 11. REFER TO DETAIL 35009 FOR TYPICAL ROOF DRAIN AND OVER FLOW DRAIN SUMP. 12. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS INM1 STRUCTURAL TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF STEEL BEAMS OR .7015T5. 14. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 15. PROVIDE AND INSTALL A 24"W X 45 L PRECAST CONCRETE SPLASH BLOCK ON GRADE OR ROOF BELOW ALL SCUPPERS AND OUTFLOWS THAT FLOW WATER ONTO ROOFS OR GRADE BELOW IN ADDITION TO SPLASH BLOCKS NOTED ON DRAWINGS. 16. REFER TO DETAIL 21005 FOR TYPICAL SPLASH BLOCK. 17. AT ALL LADDERS , TOP AND BOTTOM PROVIDE AND INSTALL A 4'-0" X 4'-0" CONCRETE PAVER LANDING 15. ROOF LADDERS WITH NUMBER IN PARENTHESIS INDICATE RELATIVE ROOF DECK ELEVATION DIFFERENCES, NOT INCLUDING PARAPET, VERIFY EXACT LADDER HEIGHT REQUIREMENTS. 1,. REFER TO DETAIL 61014, 61024-26 FOR TYPICAL ROOF LADDER DETAILS. I hereby Comfy that this plan, specification or repartees prepared by me or under my directsupeMslon and Pert I am a day mg...5d ARCHITECT under Ne laws Otte Stare of MINNESOTA MICHAEL 003 Ressbebon Number Arch NAM Dale 4444 Dte Revisions Date No. North Comm 052152 Date Issue Date Drawl Author Check Checker ROOF PLAN AREA C Soo le • A5 Indicated A1.3C 1 2 4 8 8 10 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 A e c 0 H 7 ROOF PLAN AREA fl 2 5) 3.5) REF. 1- 1- 4.5) 5.5) R.5) 5.5) i9.5) (10 103 6.5) 1 r 1/8" = 1.„0e LEGEND: ROOF DRAIN (RD./ OVERFLOW DRAIN (0.R.D.) 0 © ROOF 52I1AL15T OR AR INTAKE �T7 CRICKET FOR POSITIVE ['RAVAGE -J/-j SLOPE OF 1/B" TAPERED INSULATION - -. 35�ta no .4" PENEIRATIDN CURB AT ROOF EXHAUST OR AR INTAKE E29PMENT CURB AT MECHANICAL E15)PMENT VENT STACK OR PIPE CONDUIT NSULATTON HEIGHT DIAMOND CRICKET (MADE OF 1/4' / FT MATERIAL) >> SLOPED STRUCTURE L__J ROOF LADDER WASHI NGTON COUNTY 14949 62nd Street North Stilhwater, Minnesota 55082 11t, Ill I1, . t\U I \1.1\111t• 1: n, III I1-1.,II ROOF PLAN GENERAL NOTES: 1. TAPERED ROOF INSULATION SHALL SLOPE AT 1/8" PER T-0" / THE THICKNESS OF THE INSULATION 15 SHOWN N DETAIL 35ooq. DIMENSIONS SHOWN AT PARAPETS ARE APPROXIMATE. PROVIDE 1/5" SLOPES. 2. SHOP DRAWN& DESIGN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAINS AS DESIGNED 3. PROVIDE TAPERED INSULATION TRANSITION AS REQUIRED AT INSULATION CROSS SLOPE CONDITIONS, TYPICAL. 4. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS AS REQURED FOR POSITIVE DRAINAGE. 5. MECHANICAL ITEM LOCATIONS ARE SHOW% FOR REFERENCE ONLY. REFER TO MECH DRAWINGS FOR EXTENT OF MECH. [CC P. AND SIZE AND LOCATION OF ALL ROOF PENETRATIONS. 6. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC, TO BE PANTED. 1. PROVIDE CURB" FOR ALL ROOF MOUNTED EISJIPMENT. PROVIDE CUTS TO ENSURE POSITIVE DRAINAGE. VERIFY LOCATION AND 517E W/ MECHANICAL/ ELECTRICAL. 8. REFER TO DETAIL 35012 FOR PENETRATIONS OF VENTS THROUGH ROOF 9. REFER TO DETAIL 35015 FOR PENETRATIONS OF BOILER STACKS THROUGH ROOF. 10 REFER TO DETAIL 35014 FOR ROOF EQUIP. CURB DETAILS. 11. REFER TO DETAIL 35009 FOR TYPICAL ROOF DRAIN AND OVER FLON DRAIN SUMP. 12. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS WITH STRUCTURAL TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF STEEL BEAMS OR JOISTS. 14. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND CUTFLO9VS. 15. PROVIDE AND INSTALL A 24"W X 48"L PRECAST CONCRETE SPLASH BLOCK ON GRADE OR ROOF BELOW ALL SCUPPERS AND OUTFLOWS THAT FLOW WATER ONTO ROOFS OR GRADE BELOW IN ADDITION TO SPLASH BLOCKS NOTED ON DRAWINGS. 16. REFER TO DETAIL 21005 FOR TYPICAL SPLASH BLOCK. 11. AT ALL LADDERS . TOP AND BOTTOM PROVIDE AND INSTALL A 4'-0" X 4,0" CONCRETE PAVER LANDING. 18. ROOF LADDERS WITH NUMBER IN PARENTHESIS INDICATE RELATIVE ROOF DECK ELEVATION DIFFERENCES, NOT INCLUDING PARAPET, VERIFY EXACT LADDER HEIGHT REQUIREMENTS. 19. REFER TO DETAIL 61014, 61024-26 FOR TYPICAL ROOF LADDER DETAILS 1 herebycomfy Moonsplan, specification orreporrwes prepared byma or looter my direct superislon and thotl am a &Areoisteree ARCHITECT under the WOOS ofthe State of MINNEOTA MICHAEL COX Rep,talon Number Arch Num Owe Reg Dte Revisions Date No. North Comm 052182 Date Issue Date Drawn Author Check Checker ROOF PLAN AREA D Score- A5 indicated A1.3D KEY PLAN c D E G LEVEL 4 AREA A CIVIL ALA A4041 CIVIL CHIEF FAMILY ALA 1 A411 FAMILY AGA FAMILY CHIEF A414 FAMILY AGA FAMILY AGA JUVENILE CHIPS CHIEF A415 JUVENILE A419 CIVIL AGA OPEN OFFICE A421 \ CIVIL ALA A402 CIVIL AGA A4041 CONFERENCE 1A423 CONFERENCE A4251 FU1URE SUPERVISOR JUVENILE ALA A4151 JUVENILE AGA TOILET JUVENILE CHIEF Im 13 A GRIM. ALA A412J I I — — -- HFERENEE— — _ A455 I GRIM ACA A4641 DATA A4341 TOILET A432 LAW LIBRARY VISITING ATTORNEY A4-161 (30) RECEPTION A431 IP3REN6E A442 SUPS VISOR A4451 FUTURE OF IGE GRIM. ACA A415 VW OPEN OFFICE ib A2.03 ADMIN.5ER GE MGR. OPEN OFFICE SUITE A4601 11l COUNTY ATTORNEY CONFERENCE —_ems_aims rima imh eine mom 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Mimesota 55082 WAS HI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 \IT• IIIII1 t I\J»l \l.nllu. si I'l 1. \!r-v,�, N.r iiI. III 1• 1 11 \ 1 I I 0 0 (I 1' 1 •..I \. 11 FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS CIF CONSTRUCTION FOR: A ABBREVIATIONS. MATERIAL SYMBOLS SECTON 11000 5 MOUNTING HEIGHTS SECTION 12000. C. LINTEL SCHEDULE SECTION 13000. D. MATERIAL FINISH SCHEDULE 14000. E DCIT3RIOR WALL DET AILS SECTION 31000. F. ROOM FINISH SCHEDULE SHEETS A1.51. G. WALL 110 5 SECTION 42000. H CASEWORK ELEVATIONS AND DETAILS SECTION 45000. L MARKER BOARD 1 TEES AND MOUNTING HEIGHTS SECTION 41000 J. DOOR AND 0E4NG SCHEDULE SHEETS A152 THE ABOVE SECTIONS ARE LISTED FOR REFERDNCE ONLY. AND ARE NOT ExCLUSNE TO AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK. 2. ALL PLAN OMEN5reNS ARE NOMINAL TO FACE OF KW-L. HALL THICKNESSES ARE SHOWN NOMINAL, 5E NALL TYPES FCR ACTUAL THICKNESS 3. ALL GYP WALLS ARE TO BE 5" THICK UNLESS ORIERWISE NOTED. 4 HALL TYPES INOOATE BASE MATERIAL ONLY REFER TO FINISH SCHEDULE AI51 FINISHES. 5. PRO/ICE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHAFTS PROVIDE AND INSTALL STEEL AND CONCRETE A5 REQUIRED TO BRING FLOOR/GEILNG FLUSH WITH METAL SLEEVES PRO/IDED BY MECH. b COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS N PALLS ADD FLOORS /V MECH. AND ELEC PROVIDE ALL RECNIRED LINTELS FOR OPENINGS 5E: LINTEL SCHEDULE l FIELD VE R4Y ALL MILLWORK OPENINGS 8. ADJUST YMJ.1. THICKNESS OF GYP. 50. AND CONCRETE BLOCK WALLS A5 REGUIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES 4PROVIDE FOR AND VERIFY LOCATION. SIZE AND QUANTITY OF ALL EGU1PMENT PADS A5 SHOiNN BY MECH. AND ELEC. 10 ALL CONCRETE BLOCK WALLS ARE TO BE 8" THICK UNLESS OTHERWISE NU1CV. HALL POCR/S9ELITE OPDINGS TO BEGIN 4' FROM ADJACENT WALL UNLESS OTHERWISE NOTED 124E BLOCK WALLS TO HAVE 3/4" RAMPS EJLLNOSE AT ALL OUTSIDE CORNERS 13 FIRE RATED WALLS ARE INDICATED ON CODE PLANS 14.ALL RAINWATER LEADERS AND DUCT DROPS ARE TO 5E ENCLOSED WITH ADJACENT HALL MATERIALS. REVIEW MECT1. DRAWINGS FOR CROPS. 15.R5ER TO DETAL 43011 FOR RECESSED SWITCH PLATE 5Y ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS. 16.REEER TO DETAIL 43004 FOR RECESSED F.E IN MASONRY HALL. FE • FIRE EIRINGU5HER FB • FIRE BLANKET 11 REFER TO DETAILS 43046 FOR RECESSED U H. N MASONRY WALL SEE MECH. 18.HEAVY LINES THU5 I M INDICATES BUILDING MATCH LINE I hereby can fy ata[1Fus plan, specification or report Was prepared byme or indermy directsuparnslon and that I an a e1N ra3stered ARCHITECT undertae lawsorihe State of MINNESOTA MICHAEL CON Repistraaon Number Arch NOV D. Reg Dte Resosans Date No. North Comm 052132 Data Issue Date Drawl Adthor Cheek Checker FOURTH FLOOR PLAN AREA A Scole' A5 !m uted A114A 10 S A2.02 F1 A A.21 x x b 17.5 1 a.51 i19.8 (20) 1 LEVEL 4 AREA B 1/8" 0 1'-0" r'-' / 23� A2.02 v (A4.) r A5) �e. /r AB) 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 10 11111, 1\ 1\I, 1 \,.1\1111. a = \ 1 PI it It ? I \1\ .111, ,T\11 1)1\1TTt.(4) 111.1\,11 FLOOR PLAN GENERAL NOTES: 1. REFER TO DETALS CP CONSTRUCTION FOR: A ABBREVIATIONS. MATERIAL SYMBOLS SECTION 11000. B. MOUNTING HEIGHTS SECTION 12000. C. LINTEL SCHEDULE SECTION IaXXJ. D MATERIAL FINISH SCHEDULE 14000. E EXTERIOR WALL LETA0_5 SECTION 31000. F. ROOM FINISH SCHEAJLE SHEETS A1.51. G WALL TYPES SECTION 4200). H. CASEWORK ELEVATIONS AND DETAILS SECTION 45000. 1. MARKER BOARD TYPES AND MOUNTING HEIGHTS SECTION 41000 J. DOLOR AND OPENING SCHEDULE SHEETS A1.52 THE ABOVE SECTIONS ARE LSTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALL DETAILS SHALL BE REVEYED FOR SCOPE OF WORK. 2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THIGKNCl/50 ARE SHOWN NOMINAL. SEE WALL TYPES FCR ACTUAL THICKNESS 3. ALL GYP WALLS ARE TO BE 5" THICK UNLESS OTHERWISE NOTED 4. WALL TYPES INDICATE BASE MATERIAL ONLY. REFER TO FNISH SCHEDULE A1.51 FINISHES 5 PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SHA5T5 PRO/0E AND INSTALL STEEL AND CONCRETE AS REOJIRED TO BRING FLOOR/GEEING FLUSH WITH METAL SLEEVES PROVIDED BY ME0H 6. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AtO FLOORS AV HELM AND ELEG FRO/IDE ALL RE0VIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. 1. FIELD VERIFY ALL MILLWORK OPENINGS e. ADJUST WALL THICKNESS OF GYP. BD. AND CONCRETE BLOCK WALLS AS REQUIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES 4PROVOE FOR AND VERIFY LOCATION, SIZE AND QUANTITY OF ALL EQUIPMENT PADS A5 9101NN BY MECH AND EL.FG. 10.ALL CONCRETE BLOCK WALLS ARE TO BE 8" THICK UNLESS OTHERWISE NOTED. 11.ALL DCOR/SOEI.TTE OPENING5 TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED 12.ALL BLOCK WALLS TO HAVE 3/4" RADIUS BNLLNO5E AT ALL OUTSIDE CORNERS 13.FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 14ALL RAINWATER LEADERS AND DUCT DROPS ARE TO 8E ENCLOS ESED WITH ADJACBIT WALL MATERIALS REVIEW MEGi DRNNM65 FOR DROPS. 15.REFER TO DETAIL 43011 FOR REC55E0 5W1TCH PLATE BY ELECTRICAL AT CONCRETE BLOCK WALL LOCATIONS 16.REFER TO DETAIL 43004 FC R RECESSED F.E IN MASONRY WALL. FE • FIRE EXTINGUISHER FB • FIRE BLANKET 11.REER TO DERAILS 43046 FOR RECESSED U.H IN MASONRY WALL. SEE MECH. 16.HEAVY LINES THUS IN010041 5 BUILDING MATCH LINE I hereby comfy matfiis platy specification or reporc was prepared byme Or underny d,rectsuper1slon and Net I ama AWN registered ARCH(IECT under Melaws of the state of MMNE50TA MICHAEL COX Registration Number Arch NUN Dale Reg Dte Retisions Date No. North Comm 052152 Date 155ue Date Drawl Author Check Checker FOURTH FLOOR PLAN AREA B Sale: ASIIKdkated AI.4B A D U OROOFPLAN ,ARE, i 2 7 T 4 ‘./ J i6) 10 LEGEND: ROOF DRAIN (R.D ) CNERFLOI N DRAM (0 R D PENETRATION CURB AT ROOF EXHAUST OR APR INTAKE EA)I MENT CURS AT MECHANICAL EQUIPMENT VENT STACK OR PINE CONDUIT ROOF EXHA05T OR AIR INTAKE CRICKET FOR POSITIVE DRAINAGE SLOPE OF 1/6" TAPERED INSULATION .4" INSULATION HEIGHT 35010 54 LJ DIAMOND CRICKET (MADE OF 1/4" / FT MATERIAL) 5LOPED 5TRUC111RE ROOF LADDER 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Mimesota 55082 WASHINGTON COUNTY 14949 62nd Street North Stillwater, Mlmesota 55082 110. IIIII I. A\I`I \1,i\I1It. 11\\1 it •111 h1 `1 \I\ N 11 toci,\11 I 1 t.1\ II ROOF PLAN GENERAL NOTES: 1 TAPERED ROOF INSULATION SHALL SLOPE AT 1/5" PER 1'-0" / THE THICKNESS OF THE INSULATION 15 SHOWN N DETAIL 35004. DIMENSIONS SHOWN AT PARAPETS ARE APPROXIMATE. PROVIDE 1/5` SLOPES. 2 SHOP DRAWING DESIGN AND INSTALLATION OF TAPERED INSULATION MUST ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE THAT THE ROOF DRAMS AS DESIGNED. 3. PROVIDE TAPERED INSULATION TRANSITION A5 REQUIRED AT INSULATION CR055 SLOPE CONDITIONS, TYPICAL. 4. AT MECH. OPENINGS AND CURBS ON ROOF, PROVIDE CRICKETS A5 RECd11RED FOR POSMVE DRAINAGE. 5. MECHANICAL lIEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO MECH. DRAWINGS FOR EXTENT OF MECH. EQUIP. AND SIZE AND LOCATION OF ALL ROOF PENETRATIONS 6. ALL MECHANICAL AND ELECTRICAL ROOFTOP EQUIPMENT, PIPING, CONDUIT, ETC TO BE PANTED. 1. PROVIDE CURBS FOR ALL ROOF MOUNTED EQUIPMENT. PROVIDE CUTS TO ENSURE POSITIVE DRAINAGE. VERIFY LOCATION AND 515E W/ MECHANICAL/ ELECTRICAL. 5. REFER TO DETAIL 35012 FOR PENETRATIONS OF VENTS THROUGH ROOF. 4. REFER TO DETAIL 35013 FOR PENETRATIONS OF BOILER STACKS THROUGH ROOF. 10. REFER TO DETAIL 35014 FOR ROOF EQUIP. CURB DETAILS. 11 REFER TO DETAIL 35004 FOR TYPICAL ROOF DRAIN AND OVER FLOW DRAIN SUMP. 12. COORDINATE ROOF AND OVERFLOW DRAM LOCATIONS WITH STRUCTURAL TO AVOID LOCATING ROOF OR OVERFLOW DRAINS OVER TOP OF STEEL BEAMS OR JOISTS. 14. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 5. PROVIDE AND INSTALL A 2411 X 45"L PRECAST CONCRETE SPLASH BLOCK ON GRADE OR ROOF BELOW ALL SCUPPERS AND CUTFLO56 THAT FLOW WATER ONTO ROOFS OR GRADE BELOW IN ADDITION TO SPLASH BLOCKS NOTED ON DRAhONG5. 16. REFER TO DETAIL 21005 FOR TYPICAL SPLASH BLOCK. 11. AT ALL LADDERS , TOP AND BOTTOM PROVIDE AND INSTALL A 4'-0" X 4'-0" CONCRETE PAVER LANDING. 15. ROOF LADDERS WITH NUMBER IN PARENTHESIS INDICATE RELATIVE ROOF DECK ELEVATION DIFFERENCES, NOT INCLUDING PARAPET, VERIFY EXACT LADDER HEIGHT REQUIREMENTS 14. REFER TO DETAIL 61014, 61024-26 FOR TYPICAL ROOF LADDER DETAILS. 1 hereby carob/tat Nis plan, specmcarlon or report was prepared by me or under my direct supenaslon and titer I am a duyre9Nstered ARCHITECT under to laws of the State of MINNEOTA MICHAEL COX Septettebon Number Arch Null Date Reg Dte Revisions Date No. North Comm 052i52 Dale issue Date Drawn Author Check Checker ROOF PLAN AREA A scale AG Indicated IA1.5A vs" ;1-0e KEY PLAY 2 4 10 A2.02 F1 D G H A 6-6" 16-10" nAREA B LEVEL 5 ARE 12-1' 1-0' 14'-0' 111 /16' 14'-1' 1'-03/16 14'-O' 16-4' CHAMBER REPORTER CLERK CLERK CLERK 85451 �85421 CHAMBER 5561 CHAMBER 2-1' 1 4.'• 15,11' CIRC. 13510 —, 5511 CHAMBER ^0 CHAMBER TOILET 3508 — E3504 13531 5530 5534 ,8535 ELEVATOR LOBBY CLERK 8535 RECEPTION• �155061 REPORTS CHAMBER B516 A2.02 CONFERENCE esss CLERK CHAMBER B5nI CHAMBER I55141 REPORTER / E'la r 1 B515 / �3` �58/5, m � STORAGE B525 CLERK 6550 ass, / CLERK • fB55� 3, f CHAMBER CHAMBER REPORTER B516 CHAMBER CHAMBER 6515 REPORTER B511_ CLERK REPOR CHAMBER B504 7666, CHAMBER REPORTER REPORTER`& B521 628, 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHI NGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 OHO •\10 11111, 1. 5\I,I \I.I\1111. 111\\I .ail\ I111..1 ilk .l 1, \IINNI,.1.1 _. Ni. I'<11.\I\ MIL t l) R. 4r, \11 I1.1�, 1I FLOOR PLAN GENERAL NOTES: 1. REFER TO DETAILS Cr CONSTRUCTION FOR: A ABBREVIATIONS, MATERIAL SYMBOLS SECTION 11000. B MaNTING HEIGHTS SECTION 12000. C LINTEL SCHEDULE SECTION 13000. D. MATERIAL FINISH SCHEDULE 14000. E DRERIOR WALL DETAILS SECTION 31000 F. ROOM FINISH SCHEDULE SHEETS A1.51. G. WALL TYPES SECTION 42000. H CASEWORK ELEVATIONS AND DETAILS SECTION 45000. I. MARKER BOARD ITEbb AND MOINTNG HEIGHTS SECTION 41700. J. DOOR AND OPENING SCHEDULE SHEETS A152 THE N3OOVE SEOT9NS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK ALL DETAILS SHALL BE REVIFJ'ED FOR SCOPE OF WORK. 2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF FALL. WALL THICKNESSES ARE SHOWN NOMINAL, 541E FALL TYPES FOR ALMA- THICKNESS. 3. ALL GYP, WALLS ARE TO 5E 5" THICK UNLESS OTHERWISE NOTED. 4 WALL TYPES INDICATE BASE MATERIAL ONLY. REFER TO FINISH SCHEDULE A1.51 FNISHE5. 5. PROVIDE A COMPLETE RATED ENCLOSURE AT TOP AND BOTTOM OF ALL SWATS PROVIDE AND INSTALL STEEL AND CONCRETE AS REQUIRED TO BRING FLOOR/CEILING FLUSH HEN METAL SLEEVES PROVIDED BY MECH, 6- COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS N FALLS AND FLOORS WV MECH. AND ELEC 3ROVID5 ALL 65001RB7 LINTELS FOR OPENINGS 5E LINTEL SCHEDULE 1 FIELD VERIFY ALL MILLWORK OPENINGS 8. ADJUST WALL THICKNESS OF GYP. W. AND CONCRETE BLCYX WALLS AS REQUIRED TO PROVIDE FOR MECHANICAL AND ELECTRICAL DEVICES PROVDE FOR AND VERIFY LOCATION, SIZE AND QUANTITY OF ALL EQUIPMENT PADS A5 6-totNN 5Y MECH. AND ELEC. 10 ALL CONCRETE BLOCK WALLS ARE TO BE e" THICK IINLE55 OTHERWLSE NOTED. 1TALL DOORF51ELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED 12 AL BLOCK WALLS TO HAVE 3/4" RADIUS BJLLN05E AT ALL OJTSUDE CORNERS. 13 FIRE RATED WALLS ARE INDICATED ON CODE PLANS. 14.ALL RAINWATER LEADERS AND DUCT DROPS ARE TO BE ENCLOSED WITH ADJACENT WALL MATERIALS. REVIEW MECH. DRAWINGS FOR DROPS 15.REFER TO DETAIL 43011 FOR RECESSED 5/HITCH PLATE BY EL50TRI0AL AT CONCRETE BLOCK FALL LOCATIONS 16.REFER TO DETAIL 43004 FOR RECESSED F.E N MASONRY WALL FE • FIRE EKTNCUSHER FB • FIRE BLANKET 11.REFER TO DETAILS 43046 FOR REC.E55E0 U H N MASONRY WALL. SEE MECH. 18.HEAVY LINES THUS I INDICATES BUILDING MATCH LINE I hereby cety that Nis pan, specification or report was prepared by me or Roder my direct superN bon and That I am a duyre5l11ered ARGHCTECT under the laws orthe State of MINNESOTA MICHAEL COX Repstrauon Number AYGh NUR D. Reg Dte Revisions Date No. North Comm 052132 Date Issue Date Drawn Author Check Checker FIFTH FLOOR PLAN AREA B Scale A6111dICated A1.5B 2 19.51419.8 20) 3 4 (22) (23) 5 7 9 IO I A2.02 Ft A. i) — 1 F.8) ROOF PLAN AREA B I - EY r_ / r 1 / A2.02 / / r ;7-41 / I / 7 / / //7 / / / / / A2.03 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHINGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 IPIIIII, I,„UI\I.1,11H. ICI II r r. PSI I\IN I)INSIlt,ll/ Iw r\II I`I �.I, II. I der" carat' mat MIS plan5 spaahcation or report was prepared Never under my Brett supervision and matt ern a dub m9ISSe ed PR0FE55IGNA. ENGn+FER under the laws of the State of MINNESOTA t-Mech Nahex Replstrehon Number Meth Num Dale Reg Me Revisions Date No. North Comm 052182 Date issue Date Drawl AIIther Check Checker ROOF PLAN AREA B Scale AD Indicated A1.6B O 2 10 CDC 00 O®O 3 4 5 6 E 7 8 O O 9 10 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 A C O H 7 wA,#IINGmI 020>m SOUTH ELEVATION NODE RO3OF 93' - 4• LINK 92RO5' - 4'OF, LEVEL 2 912'.06 LEVEL_1 40 998'-8' 1/16" = 1'-0" OC1 PARTIAL SOUTH ELEVATION 1/16" = 1-0" WASHINGTON COUNTY NODE R0 933'-40F• LINK RO OF 92506 ' si LEVELr 1_ry u. LEVEL 1 ' - 0 PARTIAL SOUTH ELEVATION 1/16' = 1T NODE ROOF 933' -4' + LINK--925 =t`--e LEVEL 2 E1 OPARTIAL WEST ELEVATION 1/16" = 1'-0" OG1 PARTIAL WEST ELEVATION 1/16" = 1'-0" L898'-EVEL81 ' oso NODE R3' OOF 93-I' LINK ROOF 925'-1' LEVEL-02 912'' & IEVEI_ 1_e O n cfJ (tl NODE 933' -ROO!F LINK92R00f 5'I. 6 LEVEL_ 2_& 812' - 0' LEL 898'EV- 81' -6' NODE ROOF 933'-4' 5° LINK ROOF 925'-4' d LEV2EL-0 2 .n LEVEL 1 0 PARTIAL WEST ELEVATION 1/16" = 1'-0" 898'-8' NODE 0F 833'R0-4' y LINK92R5' O!OF '- B7 PARTIAL NORTH ELEVATION 1/16" = 1'-0" O ��. 1D (--4--) NODE ROOF 833'—/' -d LINK ROOF _L911'-0' EVEL 2 "f° LEVEL 1 898'-8' y 0 PARTIAL EAST ELEVATION 1/16" = 1'-0" OSOUTHWEST ELEVATION 1/16" = 1%0" NODE833 OFF N00EJ63' R00_4'F _s, LINK212500FLINK Ri500� 9' L912'EVEL 2 LEVEL 1 y 898' - 8' E3 PARTIAL NORTH ELEVATION 1/16" = 1'-0" O OG3 PARTIAL NORTH ELEVATION 1/16" =1'-0" OPARTIAL EAST ELEVATION 1/16"=1'-0" ( 1p X D(71-) OG5 PARTIAL EAST ELEVATION 1/16" = 1'-0" L898'EVEL 1 -8• NODE ROOF 933'-/• ti LEVEL 3 LINK R5' OOF 92- 4'-6' LEV2' - 0EL 2 91' - LEVEL 1 898' 6' d WASHINGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 r Fete' St MATERIALS KEY BRICK # 1 (RED) PRECAST CONCRETE PANEL-COLOR#1 3 PREFIMSHED METAL PANEL - COLOR #1 4 METAL PANEL CANOPY - COLOR 41 O) PREFIN. METAL PANEL COPING/ FLASHING - COLOR #1 © PREFIN METAL PANEL COPING/FLASHING - COLOR #1 (7> ALUMINUM WINDOWS ``.J ALUMINUM DOOR O STOREFRONT SYSTEM 10 CURTAJMNALL SYSTEM 11 HOLLOW METAL DOOR & FRAME, PAINTED 12 ) ALUMINUM LOUVER - COLOR #1 13 STEEL PIPE RAIL, PAINTED U STEEL LADDER, PAINTED - SEE 61014 & 61025 ( 15 BUILDING JOINT J, J EXTERIOR LIGHTING - SEE ELEC (7 EXTERIOR SIGNAGE ( 18) CONCRETE STAIR 19 FLAG POLE - SEE DETAIL 21004 2p OVE11RFLOW DOWNSPOUT / SCUPPER - SEE DETAIL 350 (�1 PRECAST CONCRETE REVEAL / JOINT 22 H M. FRAME AND DOOR 23 PRECAST CONCRETE CAP CD BRICK EXPANSION JOINT O PAINTED MECHANICAL EQUIPMENT - SEE MECH. C BRICK PROTRUSION LINE - ALIGN WITH BOTTOM OF BRICK ACCENT - SEE DETAIL SECTION E4/A211 FOR COURSING OF BRICK ACCENTS ( 27 SQUARE BRICK ACCENT- ALIGN WITH BOTTOM OF BRICK ACCENT- SEE DETAIL SECTION E4/A211 FOR COURSING OF BRICK ACCENTS 28) RECTANGULAR BRICK ACCENT - ALIGN WITH BOTTOM OF BRICK ACCENT - SEE DETAIL SECTION E4/A2.11 FOR COURSING OF BRICK ACCENTS (91 BBRICK RURSING PROTRUSION it COPING - SEE SECTIONS FOR jo BRICK PROTRUSION LINE - SEE SECTION H9/A2.11 FOR COURSING INFO 31 BRICK LFrr.F VARIES - SEE CIVIL 32 BRICK PIER ACCENT - SEE PLAN FOR SECTIONS AND COURSING CID BRICK PROTRUSION LINE - SEE SECTIONS FOR COURSING INFO. 74 SIAMESE CONNECTIONS - SEE MECH. 5 HOSE BIB / WALL HYDRANT - SEE MECH 38 MISC ITEMS- SEE ELEC I hereby o.th5, that this plan, specIRc0Non ar report was wowed by me ar under my drect supervision end !MI I sms dny registered ARCHITECT under Nee iews of Nee State or M1AIESOTA MCHAEL COX RegistnNm Weber xdn RUT Dee Rep De ReMsions Date No. North Comm 052182 Date Issue Dela Drawn TJK Check JLD EXTERIOR ELEVATIONS (1.71 PARTIAL WEST ELEVATION Kly 1/16" = H3 PARTIAL NORTH ELEVATION 1/16" = 1'-0" H5 PARTIAL EAST ELEVATION 1/16" = 1.-0" Scale: As Indicated A2.01 YS A c D 0 2 ®00 O n OE iD CD r- 00 2 4 111111 qu immin 1U; �iili !! - 111111111111 '�I 111!I MINIM OSOUTH ELEVATION 1/16" = 1'-0 O DO 010 00 O O O CD 0 1 0 0 0 0 0 0 0 4 7 I 0 O WEST ELEVATION v1e' = r-o" 00 1 4 11I III I 1 If OC L_ILA C L LO PENTHOUSE ROOF 993'-4' PENTHOUSE 993' RO- 'OF -4 CLERESTORY R79OOF� 8' - 4' TOWERRO_ Off 973' - 4' L960'EVE-L 5 LEVEL 4 6 NODE 933'-1' ROOF__ _LEVEL 3 _5, LINK ROOF 925'-1' 6 —s1r-9• LEVEL - _LE98' - 'VEL _4 8 7 00 n O O O NORTH ELEVATION 1/16" = 1'-0" C PENTHOUSE93' 1' ROOF- 9 L OPARTIAL SOUTH ELEVATION 1/16"=1'-0" OPARTIAL NORTH ELEVATION 1/16" = 1.-0" 000 0 O 0 O O 00 CD L OPARTIAL NORTH ELEVATION C9 1/16" =1'-0" 0 11.0.1 0 0 0 ®00 0000 0 00 MONO 0 0 PENTHOUSE993' - ROOF4' CLERESTORYRO0F 979' 4' TO'6 ER973' - 4'ROOF-y LEVEL 5 960'0' S' — LEVEL 4_� NODE R000F 93]' - 4' LEVEL 3 LINK R5' OOF4 a2- ' L912' - EVE0' _y 2 LEVEL 898' OEAST ELEVATION um- = r-o" CLERESTORY979' RO-4OF . 6 TOWERR00F s73� -a•� ('D ) LEVEL 5� LEVEL 4 944' - 0' LEVEL 3 828'-0' 9 LEVEL 02 - ' LEVEL8I 696' - OPARTIAL EAST ELEVATION 1/16' = 1'-0" CD O 00 OPARTIAL WEST ELEVATION 1n6' =1'-0" OPARTIAL NORTH ELEVATION 1/16' = 1'-CY' 10 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHINGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 Alrrr,cr ;:=n(rh~'< MATERIALS KEY ) BRICK # 1 (RED) O PRECAST CONCRETE PANEL-COLOR#1 PREFINISHED METAL PANEL - COLOR #1 METAL PANEL CANOPY -COLOR#1 PREFIN METAL PANEL COPING/ FLASHING - COLOR #1 PREFIN METAL PANEL COPING/FLASHING - COLOR #1 ALUMINUM WINDOWS O ALUMINUM DOOR O STOREFRONT SYSTEM 10 CURTAINVVALL SYSTEM HOLLOW METAL DOOR & FRAME, PAINTED 12 ALUMINUM LOUVER - COLOR #1 13) STEEL PIPE RAIL; PAINTED ED STEEL LADDER, PAINTED - SEE 61014 & 61025 ,5 BUILDING JOINT 16 EXTERIOR LIGHTING - SEE ELEC p EXTERIOR SIGNAGE ,9 CONCRETE STAIR 19 FLAG POLE - SEE DETAIL 21004 20 OVERFLOW DOWNSPOUT / SCUPPER - SEE DETAIL 21 PRECAST CONCRETE REVEAL / JOiNT 11 H M FRAME AND DOOR CD PRECAST CONCRETE CAP N BRICK EXPANSION JOINT Cip PAINTED MECHANICAL EQUIPMENT - SEE MECH. 26 BRICK PROTRUSION L- ALIGN W ITH BOTTOM OF BRICK ACCENT - SEE DETAIL SECTIN E4/A2 11 FO R COURSING OF BRICK ACCENTS 27SQUARE BRICK ACCENT - ALIGN WITH BOTTOM OF BRICK ACCENT- SEE DETAIL SECTION E41A2.11 FOR COURSING OF BRICK ACCENTS (� RECTAULAR OF BRICK ACCENTI-SACCENT - ALIGN I SEE DETAIL SECI1ONEMA2 1TH 1N FOR COURSING OF BRICK ACCENTS 29 BRICK PROTRUSION a COPING - SEE SECTIONS FOR COURSING 30 BRICK PROTRUSION LINE - SEE SECTION H9/A2.11 FOR COURSING INFO 31 BRICK LEDGE VARIES - SEE CIVIL CD BRICK PIER ACCENT- SEE PLAN FOR SECTIONS AND COURSING 33 BRICK PROTRUSION LINE - SEE SECTIONS FOR COURSING INFO O SIAMESE CONNECTIONS - SEE MECH. 3g HOSE 818 / WALL HYDRANT - SEE MECH 3g MISC. ITEMS - SEE ELEC I hereby may that this glen, spea86Mim a regal was PrKered by me or under my drat eem Adyre5staM ARCHITECT MYan end Netl under the Y. o/lhe State or MINESOTA MCIWEL COX Rey Wstlan 14srder Arai Rim Date Reg de Re,s,ons Date No North Comm 052182 Date Issue Date Drawn TJK Check JLD EXTERIOR ELEVATIONS Scale: As Indicated A202 A e c D E G 2 00 00 12 00 3 4 2 I1■ I11 1 1 k 1 1 1 I 1 LIJ9 CDC) 1) ;II f I I I I 1171 1 1 I I { I I I I O SOUTH ELEVATION 1/16"=1'-0" 00 1 --vI 1 I I 1 1 1 ! I I 1 1 1 l I I I I 1 1 I i I 1 O O 1 1 I E I 1 1 ! I I 400401 10 12 c 1 12 �7___)( ) O NORTH ELEVATION v16 = r-0 00 I "1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 0 0 LI 1 0010000' r I "1--' 1 1 I I i 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 H1 EAST ELEVATION 1/16" = 1'-0" I 1 I ! I I 1 1 11 1 1 I 1 I I 1 I LJ Eli 0 li L.__ J 11 II 1 I &! 11 EAST WING PENTHOUSE 970'-0' EAST WING ROOF 952'-9' EAST WING LEVEL 4 938' 8' y EAST WING L92EVEL-43 5'' b EAST WING LEV91VEL-42 6Y ' EAST WING LEVEL-0' 1 9 898' EAST WING PENTHOUSE 9910'-0' EAST WING 952ROOF-0' EAST WING LEVEL r1 EAST WING LEVEL 2 EAST WING L898' EVEL01 ' EAST WING PENTHSE 970'OU-0' EAST WING ROOF 952'-0' S EAST WING L938' EVEL 4 - 8' EAST WING LEVEL 3 925'-4' EAST WING LEVEL 2_ S 91- EAST WING LEVEL 1 9 899,-9• s 1 1 1 I 1 1 I Ma no I■O fEl I11 2 8 9 C> O 1 A --F - I _• , , I I E 41 i 0 II @WESTELEVATIONI 1/16" = 1'-0" I I I 1 ! I I 1 1 I I ' I 1 1 I EDI 1 I I I I 1 1 I 1 i 1 I 1 I l d 1 i i f t , 1 1 I I . 1 1 10 EAST WING PENTHOUSE EAST WING 52' RO0E-9 9' EAST WING LEVEL 4 _- 938,-8. fi' EAST WING LEVEL 3 925-EVE4' EAST WING LEVEL 2 EAST WING LEVEL898' 1 - P EAST WING RO 952'-OF0' 9 EAST WING LEVEL 4 938' - EAST WING L925'EL 3 VE- 4' EAST WING LEVEL 2 1100 QPARTIAL WEST ELEVATION 1/16" =1'-0" 0 OPARTIAL SOUTHEAST ELEVATION 1/16" = 1.-0" EAST WING9ROOF 52S2'8, EAST WINGL93EVEL4 8' - 8s - 8' L 2025 CAMPUS IMPROVEMENTS 14949 62nd Street North Stillwater, Minnesota 55082 WASHINGTON COUNTY 14949 62nd Street North Stillwater, Minnesota 55082 MATERIALS KEY O BRICK # 1 (RED) (`p) PRECAST CONCRETE PANEL-COLOR#1 3 PREFINISHED METAL PANEL - COLOR #1 4 METAL PANEL CANOPY -COLOR#1 O PREFIN METAL PANEL COPING/ FLASHING - CCLOR #1 PREFIN METAL PANEL COPING/FLASHING - COLOR #1 ALUMINUM WINDOWS O ALUMINUM DOOR ® STOREFRONT SYSTEM f0 CURTAINWALL SYSTEM 11 HOLLOW METAL DOOR S FRAME, PAINTED 12 ALUMINUM LOUVER - COLOR #1 ,3 STEEL PIPE RAIL, PAINTED 14 ) STEEL LADDER, PAINTED - SEE 61014 & 61025 15) BUILDING JOINT ED EXTERIOR LIGHTING - SEE ELEC. 17 EXTERIOR SIGNAGE `tg CONCRETE STAIR 19) FLAG POLE - SEE DETAIL 21004 28 °) OVERFLOW DOWNSPOUT / SCUPPER - SEE DETAIL 35011 2i PRECAST CONCRETE REVEAL / JOINT 22 H M FRAME AND DOOR 23 PRECAST CONCRETE CAP 24 BRICK EXPANSION JOINT (00::),PAINTED MECHANICAL EQUIPMENT - SEE MECH. 28 BRICK PROTRUSION LINE - ALIGN WITH BOTTOM OF BRICK ACCENT - SEE DETAIL SECTION E4/A2.11 FOR COURSING OF BRICK ACCENTS 27 • SQUARE BRICK ACCENT - ALIGN WITH BOTTOM OF BRICK ACCENT - SEE DETAIL SECTION E4/A2.11 FOR COURSING OF BRICK ACCENTS (9 RECTANGULAR BRICK ACCENT -ALIGN WITH BOTTOM OF BRICK ACCENT - SEE DETAIL SECTION E4/A2.11 FOR COURSING OF BRICK ACCENTS CT BRICK PROTRUSION 8D COPING - SEE SECTIONS FOR COURSING CDBRICK PROTRUSION LINE - SEE SECTION H9/A2.11 FOR COURSING INFO 31 BRICK LEDGE VARIES - SEE CIVIL CDBRICK PIER ACCENT - SEE PLAN FOR SECTIONS AND COURSING (D BRICK PROTRUSION LINE - SEE SECTIONS FOR COURSING INFO O SIAMESE CONNECTIONS - SEE MECH. ED. HOSE BIB / WALL HYDRANT- SEE MECH G MISC ITEMS - SEE ELEC I hereby sadly the Lee pen, spectipbch a report was Prepared by me a under cry tlreot supeAmImI erd Me I eme dry regetared ARCHITECT undwthe iewe nets. area MI NESOTA MCIMEL COX Re6*am harbor Arch Nun Lite Reg Die ReMsions Date No. North Comm 052182 Date Issue Date Drawn TJK Check JLD EXTERIOR ELEVATIONS Scale: As Indicated A2.03