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HomeMy WebLinkAbout2007-02-28 Join Board Case 2007-07Iwa ter ? I: 8 F i 31 F E a C r O F M !NNE: '� 0 i .4 DATE: February 21, 2007 CASE NO.: 07-07 TO: Joint Planning Board 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 28, 2007 REVIEWERS: Public Works Director, City Attorney, Interim Police Chief, Fire Chief, City Planner, City Forester PREPARED BY: Bill Turnblad, Community Development Director• f BACKGROUND The Joint Planning Board approved the annexation, preliminary plat/PUD, and rezoning for Millbrook on April 26, 2006. The City Council approved the preliminary plans on August 15, 2006. Development of the project was planned for three phases. The current request is for Phase I. Phase I is planned to occur 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 may be submitted this spring. Phase I improvements are to 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 Millbrook 151 Addition —Final Plat February 21, 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 part 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 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. The reason for adding these seven lots to this phase is to allow construction on both sides of each street. 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 Millbrook I" Addition —Final Plat February 21, 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 06/07. 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. Browns Creek Trail - Revision 3 (Sheet BC 2b-1) dated 6-26-06 c. Browns 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 the development agreement for Phase L 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 77, so the delineation will be submitted together with Phase 77 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. Millbrook I" Addition — Final Plat February 21, 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 minimum 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 beinggraded 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 Reserve 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 the 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 Development Agreement is ready for signatures and will have to be executed prior to City Council approval of the final plat for this phase. B. TOWNHOME AMENDMENT US Home Corporation no longer offers the brownstone style townhome which was proposed and approved with the Preliminary Plat and Concept PUD. Therefore, they have requested an amendment to the Concept PUD and Preliminary Plat approvals to allow them to develop a back-to-back townhome instead. As explained in the attached letter, US Home Corporation no longer believes that the housing market will support the brownstone as it would have 3 1/2years ago when they began the planning process for Millbrook. St :'y3.i:: Millbrook 1St Addition — Final Plat February 21, 2007 Page 5 The back-to-back townhome product that is being proposed can be seen in the attachments entitled "The Colonial Series" and "Legacy Park Colonial Manor". In addition, the proposed new site plan and development plans are also attached. From a zoning and subdivision code point of view, as well as a civil engineering point of view, the proposed townhome amendment is acceptable. Therefore, if the Joint Board desires, it could approve of the proposed townhome amendment. On the other hand, since the development as a whole is designed under the authority of a Planned Unit Development (PUD) permit, the City and Joint Board's negotiating positions are stronger than they would be if the development were not a PUD. Consequently, if the Joint Board feels that the proposed change is not desirable, the amendment request could be denied. Some of the advantages and disadvantages of the proposed amendment are: 1. The number of units proposed with the amendment is the same as approved with the preliminary plat (98). 2. The massing of the townhomes as viewed from TH 96 is reduced with the back-to- back proposal. Rather than townhomes aligned in a fairly unbroken row parallel with TH 96 as with the brownstones, the back-to-back proposal clusters the units and provides gaps between buildings. 3. The back-to-back plan provides more green space near the main entrance than was included in the brownstone plan. 4. The change from brownstone to back-to-back townhouses would completely change the streetscape. Rather than rear loaded brownstones with a streetscape dominated by front entrances, the back-to-back units present an end view to the street with frequent driveway cuts though the public sidewalk. The dramatically different streetscape would be most obvious to the single family homes that will be built along White Pine Way. But, there will also be a perceptible difference from TH 96. C. ARCHITECTURAL CHANGES TO SINGLE FAMILY HOMES There are two distinct single family neighborhoods in Millbrook. One is zoned CR, Cottage Residential. The other is zoned TR, Traditional Residential. CR Neighborhood - The CR zoned neighborhood is comprised of smaller lots and smaller homes than the TR zoned neighborhood. The discussions leading up to the preliminary plan approval spoke of the "Heritage Collection" of homes for the CR neighborhood. Three different "Heritage Collection" homes were proposed, each having a single story and walkout basement. For the eight CR lots on South Twin Lake, the view of homes that the existing residents on Neal Avenue would see from across the lake would be of a two story home (ground level and walkout). Millbrook I" Addition — Final Plat February 21, 2007 Page 6 US Home Corporation would like to build a different collection of homes in the CR district. Though the new collection has not been named yet, it is shown in the attachment labeled "Lennar Minnesota Millbrook CR Zone". This collection is a series of four homes, each have two stories and a walkout basement. The new collection has been designed specifically for Millbrook and meets all of the zoning standards of the CR Zoning District. Though the homes would not exceed the 28 foot height limit for the district, it would have two stories instead of the single story envisioned with the preliminary plans. The change would be most noticeable for the existing Neal Avenue Residents that would look across South Twin Lake at what would now appear to be three stories (two stories plus a walkout level). Though this is clearly a change, the eight homes would still not be as tall as the 24 homes that were given preliminary approval for the south shore of the lake. These 24 homes would all be two story with either walkout or lookout lower levels. US Home Corporation is scheduling an open house for the neighbors to discuss the proposed changes. The public comments will be available for the Joint Board meeting on February 28th. TR Neighborhood - The TR zoned neighborhood consists of larger lots and larger homes than the CR zoned neighborhood. The discussions leading up to the preliminary plan approval spoke of the "Glendalough Collection" of homes for the TR neighborhood. Seven different "Glendalough Collection" homes were proposed, each having two stories and either a walkout or lookout basement. The majority of the homes were with walkout basements. In place of the "Glendalough Collection", US Home Corporation would like to construct the "American Heartland Series". The "American Heartland Series" is four different models each having four different exterior facades. Therefore, there are 16 different "looks" possible in the "American Heartland Series". These can be seen in the attachments. The major difference between the exterior facades of the "Glendalough" and the "American Heartland" homes is that the "Glendalough" offered seven distinctly different homes, whereas the "American Heartland" homes are more representative of variations on a theme. ALTERNATIVES A. ARpryval If the Joint Board finds the final plat and final PUD for MILLBROOK to be acceptable, as well as the townhome amendment, it could approve them with the following conditions: 1. Development of MILLBROOK and MILLBROOK 2nd ADDITION shall be substantially similar to the following plans 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 Millbrook V Addition — Final Plat February 21, 2007 Page 7 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 Millbrook Colonial Manor Prelim. Plat Amendment dated 1/12/07 Millbrook Preliminary Plat Amendment dated 1/8/06 Prelim. Grading Plan, Millbrook Prelim. Plat Amend. dated 1/12/07 Prelim. Utility Plan, Millbrook Prelim. Plat Amend. Dated 1/12/07 Supplemental Landscape Plan, Prelim. Plat Amend. Dated 1/12/07 Colonial Foundation Planting Plan Dated 6/8/06 Legacy Park Colonial Manor Elevations and Plans Undated "American Heartland Series" designs for TR District "Lennar Minnesota Millbrook CR Zone" for CR District *Except trails to be as shown in Site Plan dated 7/21/06 2. If the DNR review of the Lakeshore PUD worksheet results in substantial changes to the Preliminary Plat or Concept PUD plans, then the developer shall resubmit the Concept PUD and Preliminary Plat for review by the City and Joint Planning Board. 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: Carnelian Marine Trails - Revised (Sheets CM -1, 2, 3) dated 6-21-06 Browns Creek Trail - Revision 3 (Sheet BC 2b-1) dated 6-26-06 Browns Creek Trail - Revision 2 (Sheet BC 2-2 + 2-3) dated 6-22-06 Revised Sidewalk Plan (Sheets SP -1, 2,3) dated 6-21-06 4. All trails shall be paved. 5. Prior to release of the final plat for MILLBROOK (1st Addition), 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. 6. Prior to release of the final plat for MILLBROOK (1st Addition), 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. 7. The trail connection to State Highway 96 along Outlot H, MILLROOK (1st Addition) shall be allowed as shown in the preliminary plat 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 of the Preliminary Plat. Documentation from the delineator shall be submitted together with final plat application materials for the phase including the subject trail connection. Millbrook 1" Addition —Final Plat February 21, 2007 Page 8 8. Lot 7, Block 9 adjacent to the trail access off of the roundabout shall 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. The covenants shall be drafted and approved by the City Attorney prior to filing the final plat for MILLBROOK (1St Addition). The covenants shall be filed together with the plat of MILLBROOK (1St Addition). 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. 10. The two active parks shall 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 minimum 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 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. 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. 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. 14. Prior to commencement of any grading on the subject property, the developer shall execute the Development Agreement for the Preliminary Plat and for the Final Plat of MILLBROOK (1St Addition). B. Table If the Joint Board 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 Joint Board 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 Both the final plat and final PUD permit for MILLBROOK (1St Addition) are in substantial compliance with the approved preliminary plat, concept PUD and their conditions. Therefore, staff believes they could be approved with the conditions detailed Millbrook 1" Addition —Final Plat February 21, 2007 Page 9 above. With regard to the townhome amendment and new single family home designs, they meet City Zoning Code standards, so the Joint Board could approve them if desired. Attachments: Applicant's letter final plat (labeled "preliminary 1/12/07') American Heartland elevations American Heartland plans CR District elevations and plans The Colonial Series elevation and pictures The Colonial Series end views Booklet cc: Jay Liberacki :1:11 _rM 7w- 0 ev AiO- 4 1 A A LENNAR MINNESOTA MILLBROOK CR ZONE COPYRIGHT LENNAR 2007 k � ryA 5 LEQVNAM, i �_. III IN I ll IN At aff R NP MEN ik. LENNAR., _.. �::..,m ;� . ..: ..:.. .:.. a� � . . .. ;i AL 0 AM -A- - LENNAM� .. .... ;.:.: :.�u.�. ,. . ,. .. ... MH Ay eus ����we x��r�•�r��yssssn� rr�wrs�r�rurr��lr LENNAR- 2-020 Em COPYRIGHT JANUARY 200r7 p,4v L E N N A AIRI, Quaffly. 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MODEL NO. MODEL DESCRIPTION SQ. FEET 4.29 Revere 1,772 Three bedroom, 2 1/2 baths, loft, owner's suite retreat, upper level laundry, 2 car garage and patio 430 Franklin 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. = (5 zwa�.Evevyntinst pxJudseHones www.lennarcom TM artist an tlWSbaAon : a is a at�d s [o 010 r�"c � 61mnIDr Lprpar HOn — MN Bu Lkerm # 1413. ,r UZbM% 1=0 d & s `° mora arc appna+m W1 BW�r Lkew # 923223• Rev. 9/21/06 tennar� a�w , aye sMgaA� as�+as $ swt u :oaou x�ad u m h sasuaa m *�� san�an, uapesxita3'auual 9W9& nail -uuo�aetu� 7PP2 �'� usWSM az ams ue sa.m�gal �a�a �gsaxgeag Rs �+a+9 'ssdl.l y�G a9 �acrc rp K7!+7 ie��0 •�us.P a1 ]3N9as � Aye a�z+inp v a b 'Nua uaser ue a 5uwa+a+ �7i7R �lL - �.ti{L'�airry �u:yr� ir�7urr} ' 13 aPi N 3-- '6uipas 5uipuels}no ue ui ;uem noA sapluawe ayj jo Ile pw; II,noA 'alA.jsadll jnoA of pajlns Alleapl s jegj au.ioq snoiaecls e ui A_jlleuopun; pue alAjs saulgWO:) ! 15lsap u1Ijue.1 j alllessan ay_L veld awoy ATI , uijjuej saPaS, 1e1uoIo:) EZZSZ6 wua3n imra im awM JMNa9 NW Colonial Series Franklin d 430 ljonle plan L :E PNJLNJA R I PVPI 1 NP1 Bviltier Llcersse 1413. ttd,IMK mndcnn9 a an nn3trano� urtly, it apDr�eimate a tl 0o- ctx cry a! raid ra may be ten. Fbarolans, Pte, s>$roard [wnaes & npGcc�a� teatsu�s are xubldct� na'tir�. u 2ii46 Le,uiar [rsporeWn. wi Builder Lkerze 9 423223. Rev. 7/26/06 Lepnar ccrporatwn r�%the rlgm m maf� creV without prtuw nai� sawed s e ro�raa s are a ims.g. tayynrdds any a,mw g swcwu uv s aou +qw vwEa�+ saWan pe+� w x�4+ xA ]�®gin 9W9Z/L 'MEZ6-n aPtIRS im vcne edx3s ,Rnuf gear atx u a sa ba an su aeet aI apd®� sanar+y piepusss SA91d ` aiq #asmn XMM NW uru�s aq Mra � E�7di7 `cusp al �a[4m% � pua �yeuu�da4 s D Huo ucvzrsnp� vo a &?•9C�� su+e ay,4 lLlf?778UU�'MA1AM1 T til -+pH.PoP�MMV R�44W�3 . •@wog Ileo o1 pnoid aq II,noA aoeld a ui .ioj bullool w,noA 6ulglk;� Aa sajnleaj pue 1eaalaa s,.iauMo ue Aq pa1L6IIg61g sI u6lsap aelnoeloads slgl •-po;woo le-lo1 pull II!M noA 431LIM u1 aoeld e sl DJ: -)Aad acli. ueld ,3woq 5Z� salji)S 1e[uoIo:) IV Li Colonial Series Revere 9.29 home plan Main Level Plan Upper Level Plan Mtn 6ulider License 1 1413. Wi guilder License # 923223. LEN r�W�rus: s.,tG,._ r,:e�axcs The zrtir rttdwN s an l awn Mir Rai � s u' � brick or ior if Hoo�den� A VMI" t to mai 8 c�ptinnel " T° �s 8 Sm�0*rmbL Cx� Rev. 7/26106 [mnar �tpxatimn rte tM tight to mate changes wtttutt prl� �Smted i1119, IMP0 7?�ITAr F 1 t - r_T f 71` 1 -gO ~�d � � � �* a, .._ _ _...._...- s y`� - ��� ���, f - :-S - i' " - '� } ' �. - W y: � ftif� � i.e. f {{� �- .. j �� l r � � p � t2_ _ ._- � �' 0 -• V MW Jt VIM j c�i".�1• - W �t�� - j l• 1 ti - _ � r• I� a br llr . F 1 C, iii At . 4, W C A�k ' �r � .- �� � � a i� I�•s ,� � .� rY• ,a -;,+R ..� � F.��q.3'��tw'r tin..'_f� � :� ._�tr:�'.. r ---------- 1*43 9002/OZ/0 T anal=sll!ls2yanjl=slolingNZ=wnu2y£9LLZV=P!Lwltl'a.zngoojq/.znol/alTs/Luoo-xidaiaalo-mmm//:dI aliiiioo-lu - xi 1ai3ai' .irclevix - Yrocnure ---o- - -- ,lttp://www.cirelepix.com/siteltourlbrochure.htm?id=427753&num=2&bullets=true&stills=true 10/20/2006 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 sihtated in the County of Washington, State o£Mimcsofa to wit. PARCEL A: That partOf the Northwest Quarter of the Northwest Quarter o£Sectich 19, Township 30, Range 20, Washington County, Minmesore, which lies easterly ora line described as commencing at 0it notthwes, comer of said Northwest Quarter ofsaid Northwest Quarter; thence on an assumed bearing of North 89 degrees 46 minutes 55 Wanda East, 818,50 feet to the point of beginning of the lino to be tkscribed; theme South 09 degrees 57 minutes 57 minutes West, 480.01 feet; thence South 00 degrees 35 minutes 10 sdconda East, 280.00 feet; thence South 18 degrees 03 minutes 14 seconds East, 223.$7 feat; thenco South 89 degrees 46 minutes 55 seconds Wes{, 137.84 feet; thence South 21 degrees 43 minutes 05 seconds East, 423.97 €tut to the south line ofsaid Northwest Quader of tho Northwest Quarter, and said line there lerminatimg; Except that part planed as RANDOM CREEK RANCHETTES, Washington County, Minnesota. PARCEL B: 'rbc Northeast Quarter of the Northwest Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, Except that part thereof platted as RANDOM CREEK RANCHE I I S. PARCEL C: The Seuthtast Quarter of the Notthwcst Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, lying north of the south 677 feet thereof, Except that part thereof plotted as RANDOM CREEK RANCHE't' M. 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 Northeastoirthtr of Section 19, Township 30, Range 20, Washington Cutlery, eso , Minnta, Except the East Half of the Southeast Quarter of the SouthweatQtaorler or the Nomhelist Quarter of said Section 19, and Except that part thereof platted us RANDOM CREEK RANCHETTES N0.2. PARCEL H: Ouflot A, RANDOM CREEK RANCHETTES, according to the recorded plat thereof, Washington County, Minnesota. PARCEL 1: OallotA. RANDOM CREEK RANCHETTES NO. 2., according to the recorded plat thereof, Washington County, Minnesota. PARCEL J: Thal 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: Alt that part of the East llalf of the Southeast Qiiarler of the Northeast Quarles of Section 19, Township 30, Range 20, Washington Canty, Minnesota, that is encompassed by the following described line: Commencing at the sauthcast comer of said Northeast Qularler, thence North I degree 24 minutes 01 seconds Wcsr, along the East Iina ofsaid Northeast Quarter for 653.24 feel to the point or beginning of the line to be described, thence continuing North I degrees 24 minutes 01 Second% West along the East line, far 342.00 feel; thence South 89 degrees 37 minutes 52 seconds West, parallel to the north line of tate Southeast Quarter of said Northcnst Quarter for 668.09 feet to the West ling ofsaid East Half; thence South 0t degree 17 minutes 30 seconds East, along said Weal lino for 341.99 feet; thence North 89 dogrecs 37 minutes 52 seconds East for 668.74 feet to the opint of beginning, Washington County, Minnesata )los caused sit 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 casements tts shown on thio plat In witness whete f s id U.S. Home Corporation, a Delaware corporation has caused these presents to be signed by its proper officer this _ day of Signed: U.S. Home Corporation John J, Liberncki, Division Vice President STATE OF MINNESOTA COUNTY OF I hereby certify that l have surveyed and platted the property described on this plat ay MILLBROOK; that Ibis is a carred representation of the survey; tial all distances are correctly shown on the plat in feet and hundredths ora fool; 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 corrtcfy designated on the plat; and that there arc no wet lands ns dePned in Mitutcsota Slatucs, Section 505.02, Subdivision I or public highways to be dcsignatcd other than as shown. David B. Pemberton Licensed Land Surveyor Minnesota License No. 40344 STATE OF MINNESOTA COUNTY OF 4 The foregoing surveyors certificate was acknowledged before me this Surveyor, Minnesota License No. 40344. Notary Public, County, Minnesota My Commission Expires: - County Recorder -- Washington County, Minnesota By: Deputy day of 200_, by David B. Pemberton, Licensed Land STILLWATER, MINNESOTA This plat of MILLBROOK was approved by the City Council of the City of Stil lwater, Minnesota this _ hereby ecrliftes compliance with all requirements as set forth in Minnesota Stamlos, Section 505.03, Subd. 2. CITY OF STILLWATER Mayor COUNTY SURVEYOR Washington County, Minnesota day Of--, 200_ and Pursuant to Chapter 820, Laws of Minnesota, 1971, this plat has been approved this day of 200 By. By: - Washington County Surveyor `--- COUNTY AUDITOR/TREASURER Washington County, Minnesota City Administrator There are no delinquent taxes, The current taxes due and payable for the year 200_ have been paid, and transfer has been entered this day of 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 Cor record on this The foregoing instrument Was acknowledged before me this day of 200_ by John J. Liberacki, Division Vice President of U.S. Home o'clock _ M. and was duly recorded in Washington County Records„ Corporation, a Delaware corporation on behalf or the corpomtiom Nwary Peablie,County, Minnesota My Commission Expiets oat"` rwy. SATHRE-BBRGQUIST, INC PRELIMINARY 0 /07/07 day of 200_, at SHEET 1 OF 4 SHEETS MILLBROOK I I I [ l I I SOUTH CIE OT 64E SE 1/4 OF I i _ — — — _ — _ _ — _ I I ( ! I SEC. la, ®P. %RGE. 20. � ; I — -- — — — — — — WASIaNGlCN I CUtItY, MINNESOTA II NW COR. OF SEC. 19,TWP. 30, RGE. 20, I I NORM LIRE OF THE NW 1/4 OF SEC.. 4 -' p° WASHINGTON COUNTY, MINNESOTA t 19,TYS . RGE. 20, WASHINGTON C 5 _ - -- - " - - -- ._ WASH, CO,. MON, 1 I _'nn^ C i �_-�� I r fll�,fl vrn t. ggo}S'3 'W N J I L_ --- -_--__-.I-_ ---L ___ I� COUNTY, ICNNESOTAJ--'J------ I T� pn� �. 'h Rr�- m cn ~ - SWIM LINE OF THE SE ING OF SEC. 1B, 1, n In'vT NG. 96 _ - - 1., J w i1YP. ]p RGE_ 20, WASHINGTON COUNTY, I ft0A ° NORTH' ri ICES S00°4 69 4B STATE lfg�H�A�`&r � - � `tet, `tea o F I�NHC513TF '1� _ _ H719°i6'S5'E 819.50 - - 1 A189 $6'55"E 1831.76 ' . -0 704 - - E 806,46 a 7 } STATE' HIGHWAY 140. 98 . LIMITED ACCESS ,� _ "ts•?`5• -• - •,_ _••! - �_ - r 589°44'35' W 664.67 - �...-. _ - - - -. - -7�6 �. ,-.p.... �-. - $ _ — -� - �I- - - - -a'- 39A} 119a't s)39 f ISS _ k - - _ ._ _ _ - _ 9� . HB4 t3'}9'E g�� NEI I - I - - mo I / 30 Sa8 i'3A W n-3°01'51" ` SIM) Ni n•k 5731 46'21"E AND o o I , I •l' I' WET x"(31} 'ei!Y' I N4R1H LITS OF THE NE 1/4 OF SEC. 19, f I LANA 8 tSM9y.Z N �� I + W. M. ROE. 20, WASHINGTON COUNTY, "�T I L- xi aY0 17 x4 q k SB4°57 57"W m505°02 03"E [' MRRlETgG k LAND G� aHiB � a :+ na I 39.17. ..60.00 III I 1 OI UTL 0 T' 4°'�'I I V I ,4 I I I sf �, •4 # 4: I A R.fsrx�a4a�3 ~a 1 I I I n'�> Via[ "l�I i l9r T A ; " . C" "'E ( I NORTH I LI) D i. S)3a33, 0-24°gt2�7'2�" RS05C43 P I E. yr I ILO Ir,4a . a as IIx R2se 5a0° a=4s'x347-A u I SEE SHEET 3 OF 4 SHE£7S) m I I Q a �4r - 176.2 ��� ,Isla FI -501, d��7 y;, ° I Icjl v 8 I _y p + {' Pu0 lLa n tra :rw ao01 51 LAND i _.r A 4aw 47 a1..�,60 PyA 'b r I S la"Cy a a LANb r-.� �s33*fib` Sypd4 LqS ,WET I w� SbGO i ^� F6` , SCALE IN FEET 4 n°P S S' er ' : I I (.71 p • . G I rg dy--� ,\. • 9ti a 45.5 D8 1 �v 1 rn The basis for the bearing system is the north ^ •� tP 58"s4 40 •. 1 0 v, I n vv• 'I#tIo ofdlc NL k!4 aftlle NIV IM of5rc. 19, � ul : I 0 UTL 0T T4ryg uTi .,yGd rry t37 • '` •.4 _�.• .�% ,.;� `•• m T 3U R e. 79, Washing= Coun �a R Rt ty. I Pt pr %a, 4+ E X g ds +v �,, l \ 1 ,v Min co whit �� a as3lop cd In bear I I I o I a°gay Ny a c a r �' WIT i \lY�rci Pr .• " I N89°46'55"E C4A1L? AND of fi+ I o I� rq.grSir.% 1 1 \ 1 I Jc w c I I N89° 14x6rr'535 I o "4Pf cofg4 �P+ 3y {TSS7Yl •};ae s 4BJ�.� #`'h E �• �-1"i, °Fti...,•.,r F}c&5 R O Amusc a Tri inch inch iron pipt o >rIn he gt°wd edmuktJ by -- 91 T l aue No. 40344 nW. lip N ILJ II I II I 577 T %� $, $try I 7 J. $ ^ 1 • Denatei a Fond Iran Marann 1T 11: i 41 v` I J¢a a^t+ oti_ .1 t>•';y 57'a°'�Z' �O 1\�Y`'�Qp Denotes a Found Cacllmo Moolment qac SOUTH UNE OF NWl/4 y} O - - 1` L OF THE NW 1/4 OF SEC. s^ s- ' �.%- l64' — o Denotes Limited Highway Access ig,TWP. 30. RGE 20. s` CjM c� p Z I v �y O T ry I B Y I/ _ \ I %i,,i,,, oy ,-,j j-" ., �-• •- -�fII�•,� 0z� �., �'`a 7 N ^,k� sa7g°Ixy'asl2`w ys'i' o&,,�mmva $. 7-('s� x�t°a+`5^ e�0 Y J1i.2r'F'aW r .• 1I ^S�+`U- -{ �° M1°t�e-'a°s—a`z' EDGE OF WATER AS LOCATED ON 04 = L-- ----_ _ '----` NATIONAL Re - _ 10566 - _ - - _ - - - - _ DATUM 1929 (NGV -D.-1929) -—--- -- —_- WET LAND ORDMALRY HIGH WATER (.H•Wi - III1III _L�`< ��cJ 1II - 14' � `�. ..A � • rrt �nsz% m , J � y'�. �v� $+:'a cn.-ssa°5a E . •.tee, � I ; , . � � . M-) FEET JNeV.o-f92taco ACCRM 0 RECORDS IRE 3000^rIa.00Rx10OCPT OF NATURAL RSWRCES. sT.rE OF wleEsoTAt.m L' CS t Ue S -34 to R 520 �_ so,.a.1��1 ', I � iy s�° r7 n s 4669 C!03413 I C I . -A A, " c, ti[L-sag°4or9"E { I 2a00FSF0.1f670,.78 I C.a rii an 4soa t . o �9y� ' �{• �I• - i "°' rrRT.�y° ti';�"°v`�2e �i Ne7•af114 �r''.� r� I :`^ H is 0UTLOT (. SOUTH LINE OF THE wff V N ( i ;'ll 4 - , •"r I 6v, S-677 FT. OF THE SEI/4 til 90 ,Fry I r'•'1rr; V;ri `\}r i I `'v of THE NW 1/4 of SEC. � WET L,� �•,�� _>f17'FsSteti � +W,sa 1 • - I �g I 1 Y 19 TWP, 30, RGE. 20. ANS 4 IO _ 313°Tg —_—_— \_—�— 3TE ! `uii_TlO133:25 !- nivr"v[{�r',+�•.-.. 9°SJ•L19"W 477.80 Nom. -n 4431E 1061 — J�ANDOM TJ 89° N$9°j8 I I CREEK RANCHETTES y of . v •-,"y F r-:.. Ain •-... R I .721 h l I 13$"E 664.79 I DRAINAGE AND UTE,ITY EASEMENTS ARE SHOWN THUS: NO. 2) �� t'' \.•-.--�,'.n 1 \U ' r- I I I o WET L266.97 A�(b •, oy 2'Sys, S'�- N89°56'54"E lj S r4 cc, W I I I a c �I I "• I I 1 £ �7y I L _— i� �_ I -� I I I I '``'^PJC��"' i 2�•�-� : I 1 I II � I I F',, c - I i c° rs I I I ;afj. L_ ----- ---—L_—_J— —L— --- NOT TO SCALE--il'vv`-_d%v^v - ..�-"=v`Tfl____' -__ vv"VT+_--n n - _ .�i•i I r -- -— i11vrw Nin I Being 5 fect In wk M and ndjalning 1011lusfc, union alberwi- - - _ _ _ _ 1 indi"IcA Ind 10 feet In width and odjOintng right ofway lines, unless otherwiu lndlcaud, us chows on the plwL 1 I ,s ouyk01 I SATHRE-BERISQUIST, INC. PRELIMINARY 02/07/07 SHEET 2 OF 4 SHEETS MILLBROOK (INSET A) Sox° as 3e 393.17 =393"15N84° ry�i. 8032 R-11534116 p.1c57'11� C-393-15C.13-N85012'141 a0�..E _o 9+3.10 C@ NSS 1214"E 15..g6,2j'E 34 1d-po29'"2720 122 N84°13"9.E52,99 f'^\ �p Ji .70647 52 p=706°.2720 53.50 80.00 N84°13'39"E 60.28 1 447.0&0,28 , G0.2943.JI ]669-,60,2a 50.28 50.,. 2a 6028 - �oti 'o 1 OFjd'10 � 60.28': o u N x { ti *7, x. 1. nri oma. C41 is �,�' , r.». w ati� r' .� F' z o o N 8 ti .�9 uo I�t..JIS'-4^ 3.56 .ti 59.80 7505!4;5M' W .3'd°Z7 d9.OB c'6,0g2'W 4 7 1 6�• 87 102:09#a+24• ; i y p h 6 Gyw p. yy t5S5�• .amu„ ei.0t yt°� C4: t7 y� ',J,�ay AAS�AA 6 T, 1' 0.t ib15"W 1V1�i 00 h -.81 0'io°' p �+ 6:� 19.rG'gp- g..ssj %{ • 6a. ��t _64.22 ..I d r`.' .. c J 1 V SAO 51• ,.� Sad. ,57 15°53'56 ' 4 ,24 _ irP' Q 504°57'57'^$ 91pfla.'2B ! 60.02 58,7j` 1;>m.72 rR ' •� .61.05 0 - M O o ': *.y5 81.27 oN � [y�22 66 1 r •. [!a 37.7q "�#./�%j`a Q�1� }2+9J9'�D,J� 'L s¢r !°'47`D4` 3oz'f 37 6 v' 0 � M T� D�,x�1`w� a � w 12�aFT R.,OP A�78^5J'Y9 477{ 84 ]t�1'`0. JelyB�' 4tn 'a"r9'$ 39.17$. fi 'i 1+ ala Q7y r•>, -p .. '4'r / 60 "' o ya iz f 4 -J r a v o z r+i5'w o 0+7t 570' 'ls' •*v n u y �r�.25.05. S84 57'57"W G3,A 60.8 4-39°55'48" .rz°2 4` 6 01 o, •� �` rE a ui "-12626-44 - !� o 74 30 n IL U' ip N` 1a i ,F �N' 9 a 60.00 ita�H�5S.U4 D laeal`a3 6 .10 o a7 w 5U.00 71.57 S&Go29 37"W fir )2 tq• ,�i•�a6A D U �° w ry e° fir' e 3 n d+ m s (''� 11 575°31.09"W 120.00 0 Fk .1 6f?74Zs NWa F (j • F 08'32"W 7,15 s781 z •rI3 Ir`"d%', k j5,7053'42E w sr 805 0) �t s7'JI •1316112 6 62 &� 78.33eZ N 32"E 1>9 Vl- 1 01�1 � o 1 41: 195.27 ,'- $•v� moa i 196.42 no p 001'06 E TN72 - -rn f 30 SP F 57,41 .. a'� ••G a o it 34 34 S l sr - 31.90 26'06'4 J N95- t105'gA•40"C.'$ o its 45 N85eSe'40'E \\ Jgtio4 \ _ 1u h I i `�2.io`� 7J�B7j•., �6�. �.fs. 34.88 69.36- - WET -• -4?'L \ N67°04'17"E LAND �4aps av4y 1 I SATHRE-BERGQUIST, INC. PRELIMINARY 02/07/07 140vo 60 30 0 30 60 120 SCALE IN FEET The basis for the hearing 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 N89°46'55"E O Dcaotes a 112 im;h 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: Being 3 rw in width and adloinni; lot lines, unlcuodterwim iridiealed, and 10 fcn in width and adjoining right *fay Iinw, unicm othamisc lodi"ied, as shown on the pLeS. SHEET 3 OF 4 SHEETS 10.32 S73°26'12"E p SATHRE-BERGQUIST, INC. gyR�A rti}�` MILLBROOK (INSET B ) 0 Deantn a 1/2 f wh Ly 14 ineh tran pipe set in the gmund and marked by Limes No. 40344 • Donates a Found Lon Monument Denotes a Found Cast -Lon -Monument PRELIMINARY 02/07/07 d6 30 0 Sit 6e l20 SCALE IN FEET The hesis for the baring systtan is the north Jim of the NE 1/4 or the NW 114 of sec. 19, Torp, 30, RVL 20, Washington Cnuoty, Minnesota, which. is maurned to bem N09°46'55'.E 16- 4°06 53 C�O.,E 2.0. 11 R,.2&3 ,'C j20. 10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5 1 S I NOT TO SCALE EcN1195 feet in width and a ming kt Idna, unless othmvite indicated, oad I O feet 1n eNdih and adjoining fight afway limn unless otluawisc Indicated, m shown on the plat, SHEET 4 OF 4 SHEETS GENERIC 10 UNIT LEGACY PARK COLONIAL FOR: LENNAV, BUILDING #0.00 LOTS 0.0 BLOCK 0,0 0 ADDITION PLYMOUTH, MINNESOTA I.B.C. 2000 OCC. R-3 CONSTRUCTION TYPE - V -B FULLY SP9ISM ALLOW. AREA- UNLIMITED LCFULL AS2A 10000 B.F. ALLOII. HEIGHT 40 FEET ACCIWL MMI 96 VW UNIT S.F. RR�.EYF.RF 429A = 1772 S.F. 429B = 1791 S.F. 430A = 1904 S.F. 430B = 1794 S.R. OWNER LENNAR TELE. 952-473-0993 FAX 952-475-0194 A nn LIITCl+T NLY ANUHITE P i TELE. 551-531-3757 FAX 551-454-3373 STRUCT. ENGINEER WENZEL ENGINEERING TELE. 952-055-0515 FAX 88-2607 CONTRACTOR LENNAR TELE. 952-473-0993 FAX 052-479-0194 MANOR FRANKLIN FRANKLIN SIDE UNIT 430A UNIT 4308 _ ENATION -• -• •• •—... ..— . �..� 1 — L..1 1" 1 IL- Y L.1 IL_ UNIT 430B UNIT 429B UNIT 429A UNIT 429B 1 nr�lvnuly UNIT 430A FRONT q ELvEVATIC7N Ix O z Q Q � F O Q U) wwzz a O U O � Y H QO a � r } Ua Q C7 w J A-1 LL of —_,. Va — — 6 1'-10 3/4' LPL TcAa 8 rv� DR Ld4 DR LbC. DR LOC, m ro-NELEVATION 4 - ELS 're+'' ,. e'S DETAILS fs ELEEVA'nON, LEC3E ID ® RECESSED LIGHT O MEDIA JACK a EXHAUST FAN CEILING LIGHT f DUPLEX OUTLET 41 WALL SWITCH TELEVISION HOOK-UP CEILING FAN TELEPHONE THFW05TAT WALL LIGHT T HOSE BIB 4A R I. FAN W/ LIGHT • 220 OUTLET 1fff"CTRrCA? lJQtm I.) INSTALL SEPARATE MICRO CIRCUIT AT MICROWAVE LOCATION SEE CAB, ELEV. 2.) VERIFY ALL 220 OUTLET LOCATIONS FOR GAS OR ELECTRIC APPLIANCES vx- 4' - T -a' UNIT 430A UPPER LEVEL ELECT, PLAN uF' - Tom' UNIT 430A LOWER LEVEL r ELECT, PLAN ur - r=a• FRANKLIN UNIT 430A P FRAM401. TO CEhiTEYiLIh'E OF AIRSPACE 32'-0- P31-& 1r1• 5'-4 111' IFd/®RAR B'_3_ 4 9- R10 '3 ���p�••�� 2X6" !'-O' 4fx34 , W.I_�G ►—i 38 " HIGHt' ^ 8--o-La.. '1 16" GOP. WALLC 5D. COL, WOOD CAP yL L O a I D OFT ti' 0•v y y�,yEb M -A u Sl .4 i3`-61/1' S'- Ia- DRY WASH. `[ FL A:. 8'-0- 01-0. n R 18 #[ 1 + ppm 0 `3B6861•FVLD W6. 51 -FOLD T n1 7• BED rd•9 F; I aED q•1 "1 B' -m' CLG. ry 10'-10• !0'_0r 4 4260 4260 x 416 y DRYWALLALL ACCE65 41,5- 10'-0' 416" 6•_6• 6'_6• 37"•D' r � I SIE]E ELEVATION r FRANKLIN UNIT 430A SUPPER LEVEL ur•r-0 k SF AS SHr 7 Y C'S'R! rNT ELEVATION Ve-te 6 70- FLDOF! TImMdlB S m 3 41QLD — 74.4G 9 !PT 6 9 am g LI ° F' _. 5 i •N rL FR- LANDMG s 6Lls.cu.Ci 1 S � 5 gAC FR +�y I9� .LSC . .• i BHEETROCK I FIRE }AI°! e6 EM11Li WI RtTt. —RuUll `— r• V4'X-i CONY. 340^ AMP EP LOC P+4iICq 9 4260 4260 2 X 6 STUDS it 32'-0" V 24 MILL #! DOOR1'-r • WALL 'p I ` 6'-0- 4'• p75 6 = 4 � 70- FLDOF! TImMdlB S m 3 41QLD — 74.4G 9 !PT 6 9 am g I rB x T FT. STEEL GdRAGE DR IIIc+p[21-j 42•H WALL BHEETROCK I FIRE }AI°! EM11Li WI RtTt. ENTIRE GARAGE FACE AMP EP LOC . u � 4260 4260 41 it 32'-0" METER - WALL . n. �^carrr'sica- • , 7'-4• SIDEWALK FRANKLIN UNIT 430A LOWER LEVEL P741 • T -w ELS- [ -Y 9' LEGEND ® RECESSED LIGHT 0 MEDIA JACK 4 EXHAUST FAN CEILING LIGHT t DUPLEX OUTLET yr WALL SWITCH TELEVISION HOOK-UP V/J CEILING FAN TELEPHONE THEW05TAT --� WALL LIGHT THOSE BIB +L J R. I. FAN W/ LIGHT w 220 OUTLET SAL T �sLEGT oe.A rL AQl I)INSTALL SEPARATE MICRO CIRCUIT AT MICROWAVE LOCATION SEE GAB. ELEV. 2J VERIFY ALL 220 OUTLET LOCATIONS FOR GAS OR ELECTRIC APPLIANCES ELS`_ M{4• - r -C NCM:. SEE ``G'S DETAIL6 Se EL--_ u4' - r -a° FRANKLIN t UNIT 430B I n3,- .ELEVATION g I Y I FRAMING TO 32".-0• C£NTERLiME OF 4'-4' A'-3- 6'-4 V2- R15 f -ff —TW T 4afW CLCD _ a -m• 40 A'.�ry HI !� a HIGH- `Dr l0 WALL W/ I6° GYP - WOOD BD„ COL. CAP. y # 7 ,LRLN LOFT C 19'M 6'- V2- 13'-61l1° y WASH. DRY UNIT 430 B �, 6 UPPER LEVEL ° u� ELECT. PLAN , 6066 BI-FOLDbl- t Y I'M I'•GG' ,'-0' 6'.2• 4"-B• 4'.d- M�i�f BED RM -2 BED'S cLG. B' -m^ cLG. B• -o* cLa s T 15 4 lK 6 DRYWALLACCESS 4260 4]60 Q UNIT 430 B LOWER LEVEL (&ELECT. PLAN UF' - r -o UN T 430 B U4• - i_pPPER LEVEL FRANKLIN UNIT 4308a FRONT ELEVATION I• FRAMING TO 6'9014 VINYL FENCE imam �. ��~ w1°s >ti Y �4"Lf=�.; �� Ri73T_I33 u._ —" -1v.' • llff 0 Z Q Q —10 _Q N W Z Z 0 OL O O U CC im a g a a J A-3 of 6 —711V r.I 1 ga uc MUD A71 CCC R ° FrM �9 + I STUDS 30 NIH FI DP2R A A-6 71 A yp�p lr. 0 1 ]0• FLOG t TY OMIS d II 8 � 3/4• LEVBTEK S - m — —l". I5x T Fi. STEEL— GARA— CaE DR 9 I I S" 42• W WALL W/ FLTIM_ - FCf16E P.MTII`�E4BFA9H .S 100 YIP EP OC I 4360 4260 6'*8" d' 0" — -� IB 9" CG41C�lTc M + � 'A � t ` fMEFER 3'-m• aiPEa1AI.K A .. * WALL FRANKLIN UNIT 430 B WLOWER LEVEL 4 -Y -w 0 Z Q Q —10 _Q N W Z Z 0 OL O O U CC im a g a a J A-3 of 6 LEGEND ® RECESSED LIGHT 0 MEDIA JACK EXHAUST FAN CEILING LIGHT f DUPLEX OUTLET I, WALL SWITCH HOOK-UP OOTELEVISION UP CEILING FAN TELEPHONE THERdMOSTAT WALL LIGHT THOSE BIB R I. FMN W/ LIGHT 720 OUTLET pl ECTRi"L O7EA. lJ INSTALL SEPARATE MICRO CIRCUIT AT MICROWAVE LOCATION SEE CAB. ELEV. 7J VERIFY ALL 770 OUTLET LOCATIONS FOR GAS OR ELECTRIC APPLIANCES UNIT 429 B UPPER LEVEE. m. ELEC, T• PLAN UNIT 429 B LOWER LEVEL SELECT. PLAN Necf yr - t -r T-7 314' r-10 3/4' 2 B' t-6• 3'.0' AFIPM Ll' -6 F/J` 5'-4 k'R• a.,5e i' -T 0116• LIN. RMiQK.Mk. _ CAE. 8 e e --- 0—f2 ----,1 L� RST OR LCA n DR LOC. ELEVATION ELEVATION 4'q' • TQC" - V6' • [-Q'114 •0—� 5 fl LANPMG -•. ND BCYFIC O SOFFIT DMIf LOF DOOR LOC. � a 1 m v NOTE. A DOOR LLC - ODOR LOG SEE P % DETAILS �.,ELEVATION Y V� �r • r -r ELEVATION I' FRAMING TO CGEM2RL.C� Of REVERE UNIT 429 B rj UPPER LEVEL 1q7 U4 -T-y. STONE CAP 1FRONT ELEVATION %y Vr - r -B. I" FRAMING TO CENTERLINE OF AIRSPACE P 1Y+3 3/4• r I' AFIPM Ll' -6 F/J` 5'-4 k'R• a.,5e i' -T 0116• RMiQK.Mk. _ 8 e --- 0—f2 ----,1 n -- •0—� 5 fl LANPMG -•. c N 1 6 'mTH 13� r W..G. YC, I 'Gyp'HIGH WALL W/ Y � • BD. COL. WOOD, Ym Oil t CAP. Jj � OFT X 6 STUDS }D PMH DOOR '� 121 -11 - LT TJ 1'-6' S'-0• l' -I• 9m4B Di- v ?W FLOCK TI1a165p! � s4' oG, 0 ■P' — +Ilp FLUB I¢1�d•O GARAGE 5068 BI V�5p4� LONG FLOOR -FOLD 3/4' LEVETEK � 16 x l FT. STEEL GARdGE OR V Y 0'-0' CLG. I i Y NOTE _ FIRd=ETAFE ,! 43' N WCLL BUILT W/ PLTWD, � ENTIRE GARAGE FACE _10• C ANTILI VER out q7- ' fiRO' 4]60 6.8• 7,dyd I' DRTWALL AL0855 060 vom A"G 7' -Ir 0. .0, . 15'.0" 3Y•10' 131-o- 3'-0•37 REVERE _ UNIT 429 B WALL -0. 32'-0' —... REVERE UNIT 429 B rj UPPER LEVEL 1q7 U4 -T-y. STONE CAP 1FRONT ELEVATION %y Vr - r -B. I" FRAMING TO CENTERLINE OF AIRSPACE P 1Y+3 3/4• r O Z Q a O aw LL Z Z O 002 O U a g } } a a J W.I. Ti1G14 WIF VINn FENCE FR4C! A-4 �)LOWER, LEVEL of - i,'r • r -a• 6 k5'-0• 3'.6 V4' 1••0' HANDRA L e --- 0—f2 ----,1 n •0—� 5 LANPMG i---iN KITCHEN 1 c N 1 m M-_u� 13� 11 q YC, I Y � • Ym Oil t 5d' � X 6 STUDS }D PMH DOOR '� LT TJ 1'-6' S'-0• l' -I• 4'-�. v ?W FLOCK TI1a165p! � s4' oG, 0 ■P' — +Ilp GARAGE LONG FLOOR I 3/4' LEVETEK � 16 x l FT. STEEL GARdGE OR V Y I SRM NOTE _ FIRd=ETAFE ,! 43' N WCLL BUILT W/ PLTWD, ENTIRE GARAGE FACE G+p 7flIT.Y fiRO' 4]60 6.8• 7,dyd I' A"G 3Y•10' REVERE UNIT 429 B WALL ,T • A O Z Q a O aw LL Z Z O 002 O U a g } } a a J W.I. Ti1G14 WIF VINn FENCE FR4C! A-4 �)LOWER, LEVEL of - i,'r • r -a• 6 L.EGENp ® RECE55ED LIGHT O MEDIA JACK 4 EXHAUST FAN CEILING LIGHT f DUPLEX OUTLET {Ms WALL SWITCH TELEVISION HOOK-UP CEILING FAN TELEPHONE THEW'1OSTAT WALL LIGHT T HOSE 6113 +A R. I. FAN W) LIGHT 0 220 OUTLET sl FSM- ,yalreL,.N��,w''. 1.) INSTALL SEPARATE MICRO CIRCUIT AT MICROWAVE LOCATION SEE CAD. ELE V. 2) VERIFY ALL 220 OUTLET LOCATIONS FOR GAS OR ELECTRIC APPLIANCES UNIT 429 A UPPER LEVEL ELECT. PLAN Wi. UNIT 429 A LOWER LEVEL irj�ELEOT. PLAN '4:y Wr • r -r -- V FRAMING TO CENTERLWE OF 1'-2 3/4' 4'-6- 1'-10 3/4' LM B rv� DR LOG — L4A'. DR LOC. TR _ AIION ECL'Ci' TIONW - V4'•T-C' vi••r-p' f,•10� 0 q ]'-Y 1'-b* ;'. p• !'-0' 1'-21/4' F•m' 3'-41/4" 2'-10' T.< NO SCIF9f NO' 60AgT BRFIT n DOOR La- OF'Ia= - TC EOG S B REF. - A p x x m NOTE, V•yr 000R LCC SEE FFA'S DETAILS A POOR ; ip EN TAO. r-0' V FRAMING TO CENTERLWE OF W-1 3/4" l'-6 1!1" 5'-S V4' B'•K' 6'-k• 31' II ■ If gill l �Illl]lll I,YI 1 ! u:7 r IfYt�lr IFir Illfl'I IBI I IG I�IIiYIFp')�InY 1111 11{ IYIf w1A1 7r!(11YI Ii)I 1lF rl 11.r 111Y1i�1 �a I i�I FI`I�IfF I]}'I 1�'A1 li 1 IR {It YI11� I i 1,/I�I11 ISI I IYIFI , I11�RIlIIIYIIILl1�tl 11F IfI�E 4l 11111 dill. u1[rIH1 ��lfl��]INIr ; IIII. ifl 4�li1 `�ItF . 11 ITIII Illflil11l �+I �y 1, 1111 11 Irl IY 1Ill lll�I [,. •Ielr e.N IFi rare Illei lu I i [rli _tn .IFi 2e: IFre Itllr 7111��ll�ll lll� 1un111 1 �Yn�15r1Henfl�ael a arF Al REVERE UNIT 429 A SUP 4' ' PERrw' LEVEL �W c AP RRONT ELEVATIONS Mir - r -o• I" FRAMING TO CENTERLINE OF m O z as a r°n caLu w0z 0. U O C Y F- 0 0 a g U a a w —i 3' HIOH VINYL FENCE LOWER LEVEL A-5 of 6 FI 1 W-1 3/4" l'-6 1!1" 5'-S V4' B'•K' 6'-k• 31' II ■ If gill l �Illl]lll I,YI 1 ! u:7 r IfYt�lr IFir Illfl'I IBI I IG I�IIiYIFp')�InY 1111 11{ IYIf w1A1 7r!(11YI Ii)I 1lF rl 11.r 111Y1i�1 �a I i�I FI`I�IfF I]}'I 1�'A1 li 1 IR {It YI11� I i 1,/I�I11 ISI I IYIFI , I11�RIlIIIYIIILl1�tl 11F IfI�E 4l 11111 dill. u1[rIH1 ��lfl��]INIr ; IIII. ifl 4�li1 `�ItF . 11 ITIII Illflil11l �+I �y 1, 1111 11 Irl IY 1Ill lll�I [,. •Ielr e.N IFi rare Illei lu I i [rli _tn .IFi 2e: IFre Itllr 7111��ll�ll lll� 1un111 1 �Yn�15r1Henfl�ael a arF Al REVERE UNIT 429 A SUP 4' ' PERrw' LEVEL �W c AP RRONT ELEVATIONS Mir - r -o• I" FRAMING TO CENTERLINE OF m O z as a r°n caLu w0z 0. U O C Y F- 0 0 a g U a a w —i 3' HIOH VINYL FENCE LOWER LEVEL A-5 of 6 T 4GOSB. i X F� c/ ODES Mo��dgOLRL-77 "—�� 2a4d T ( G 055 6EaL2R ANCHOR W( METAL pp�Et0. OVER GAm 6TRAP6 AT V -O' O,C, MAX FJN#Bp-1 GRADE Sk.OFEPvz i7D AYER86/6- B0. AJµyr CLDFLOWONG. f0'-0", HOLD BELOW 9LAB rTrF� xl G TO USE 'BpECIAL F4O$rerlwG R6G71REtViNre• MUL U7' PtlGlb INSUL. 4FTNEI4AL Wk70L FIRE SA CTOP AT laILN3 Lk� ADEw�7a� pl IM GT'P&iM &pUA MA7L FC-54CB 5/8" GYP. BD. (F.S.) a SOLID WD00 OR MINERAL WOOL POLY VB. FIRE STOP AT FLOOR LINE txb STUD • 16" O.G. " NOTE: S In° (R-191 BATT. INSUL. TTr.. WALL AS ABOVE 5/8' TYPE 'X' GYP- BD, fFGJ WALL TO MEET UL DES 305 Q fA ZO GARAGE MIN B" x B" CURB g W Z TREATED 7x6 614L PL- Wf SILL R ANCHOR YY METAL 4 3 In" CONC. SLAB W/ $ AT 7'-0. OG. MAx 6.6 - 10/10 W.WM AL BREAK CL 0 U TOP ONC. SLAB 70` x I7" TONS. FTG. W) SEE STRUCT. "ICE SHIEL d Q' 7 5's CONT: SEE Brit INSULATIOI TION !111N. BAFFLE Jl WINDWASH BARRIER THTC .. SLAB EG�.E ® " RIGID INSUL,ALUM. g pJ• Q f FASCI4 x6` POURED. M VENTED vIN7L MIN RL -77 INSUL. o VER GARBAC E GARAGE 5/e" TYPE "X' GYP. BD. (F.cJ- 3 In" CCl. !L W/ 6x6 • JO 1*40 i7.ILLI T14IC KER 9LAB EDGE — ur."E "OT SUFPORTEO 70' x 17" GONG. FTG. W/ 7 5'e CONT: SEE STRICT. WALL SECTION V;• - T c• ppwRR+AA•r (G osB. LAPpEA TRM MIT—:. L YPE "X" GYP. BD VBTUD • 16" OG. (R-19) BATT. INSUL. TO MEET UL DES 305 EID 7x6 SILL PL. UY MLL R AFIG40RW(tMErALS AT 7'-0- oz, MAxAL BREAK ONC, SLAB MIN, 7" RIGID INSUL. Y 4'-0" x B" POURED CONC. FDR —70" x13• CONC. FTG. W/ 7 5'( CSNT.- SEE STRICT.. (` WALL SECTION UP - r -o, !la ARRIER NT4, 16, O.C. 6477, 00I.L. D. (FC.) NOTE: T Fl:J7'NAS 6!'EGS C m rrmf S1sIlIYIoY l4(�pLes OL%L601lEIQ�$6 9PEC9 ER ATION iA-y +tx° - r -a• CA. OF PARTY WALL I ROOF RIDGE AI PVALT SHINGLES SID'GYp BD i�Fp.{]'�JNDER �Y�arhL m" FF:OM ROOF TRUSS MIR 3/4• AIR SPACE ppwUJLGLE Y EA -IN H TFALi6 CEILRdG TO RO FEAVE (MX'L R-44 INSUL. FOLY VB FCJ I LATER I-' GTP. BD. TY15I A IlA4 SIM. EACH !1M' GTP pD, T� BOTH SIDES b Tri nr7o 344` T 1 G 0815 v. 7:'RE-ENG(t UC. FLM 41a155ES :( M 74' OC, W+ •j R7• pATT 1 F INSUL (R-IIJ � � ' NDTETfB16b ENP MIH ! LATEFPs 51E• GTp,. BP, fF�.) Qk r 4 TRE13x6 BILL' -IW SILL 2a4d T ( G 055 6EaL2R ANCHOR W( METAL :M..ENGR WV, FLM TRISSES 6TRAP6 AT V -O' O,C, MAX FJN#Bp-1 GRADE Sk.OFEPvz - AJµyr CLDFLOWONG. f0'-0", HOLD BELOW 9LAB TOP OF FTSN. Mot 6' ttP. MUL U7' PtlGlb INSUL. 4FTNEI4AL Wk70L FIRE SA CTOP AT laILN3 Lk� (X•147 MRJJ Ek(ENP R( P'Rfd 4'-0" 4'-0" x I0" CONC. L-� 7 5'a CONT. -SEE STRIJCT. WALL SECTION n 0 a WALL 5/B' GYP. BD. (P.C.) SOLD 0X700 OR ffiiERAL WOOL FIRE STOP AT FLOOR LNE OTE: LOWER LEVEL BEARING WALL toBE7X6 TTP. WALL AS ABOVE TR'4411 61LL PL. W/ SILL SEALER 3TA7! 7ki'¢AT X STRAPS In' CONT. SLAB 5EE STRICT 6EE STRICT �e1 STAIR SECTION � 4' • F6• _C4, OF PARTY WALL c 19 PARTY UJALL { R-44 INSUL- O l FI AT r VB. LY'Ek 5/6" GYp. BD. IL SIM. EACH BD. (F.CJ BOTH SIDES U _z� 7.-m" CHNJc,E U�/)'� DIRECTION VJ TR FLOOR L TRUSSES • 1� CANTILEVER - Sr E STRUCT. W U1INPWASH BARRIER US" GYP. SHTG. 3rb STUD • I6" O.C. POLY VB. 6 L7' (R-l9J BATT. NSUL- 5fS" GYP, BD. (F.CJ TREATEDD 7X6 SILL PL. W/ SILL SEALER ANCHOR W/ METAL STRAPS AT T -O" O.C. MAX. THERMAL BREAK 3 In" CONIC. SLAB MIN Iln" RIGID INSUL. (R-10 MIN) IR�Sp EMEND IN MIN, P 6ECW 'L MR 6' TYP. PERIMETER DRAIN TO STORM 4'-0" x 10" FOURS 5EWERNOTE. CONIC. FDN. DRAIN TORUN CONTINUOU5AROWJD ENTIRE BLDG. PERIMETERUITH NO TRAPPING A-6 WALL SECTION Of Vx-T-r 6 2a4d T ( G 055 :M..ENGR WV, FLM TRISSES 3CC53r 74" OL. W/ 3 In' BATT INSUL.(R-11 - 7 LA 6)e" GYP. Bp SFGJ WALL - HppA�RpfY 617]$FpiOFJ )E,ACH'TRU6y SOLID YYX. Z 4FTNEI4AL Wk70L FIRE SA CTOP AT laILN3 Lk� 5/8" GYP. BD. (F.S.) a SOLID WD00 OR MINERAL WOOL FIRE STOP AT FLOOR LINE " NOTE: 's TTr.. WALL AS ABOVE L 31/2" CONC. SLAB Q fA ZO MIN B" x B" CURB g W Z P7NJ(, 4 I y J Z y CL 0 U TOP I3 70` x I7" TONS. FTG. W) SEE STRUCT. MNL R-44 INSUL. POLY VB. d Q' 7 5's CONT: SEE Brit WALL SE TION Vr -T-0" s ; U _z� 7.-m" CHNJc,E U�/)'� DIRECTION VJ TR FLOOR L TRUSSES • 1� CANTILEVER - Sr E STRUCT. W U1INPWASH BARRIER US" GYP. SHTG. 3rb STUD • I6" O.C. POLY VB. 6 L7' (R-l9J BATT. NSUL- 5fS" GYP, BD. (F.CJ TREATEDD 7X6 SILL PL. W/ SILL SEALER ANCHOR W/ METAL STRAPS AT T -O" O.C. MAX. THERMAL BREAK 3 In" CONIC. SLAB MIN Iln" RIGID INSUL. (R-10 MIN) IR�Sp EMEND IN MIN, P 6ECW 'L MR 6' TYP. PERIMETER DRAIN TO STORM 4'-0" x 10" FOURS 5EWERNOTE. CONIC. FDN. DRAIN TORUN CONTINUOU5AROWJD ENTIRE BLDG. PERIMETERUITH NO TRAPPING A-6 WALL SECTION Of Vx-T-r 6 cc 3CC53r m m vALLET Z 2 Y ! a o? a 4r Q fA ZO a g W Z r y J Z 1, CL 0 U BEAM o SEE STRUCT. MNL R-44 INSUL. POLY VB. d Q' [;T � Q 0 5/8" GYP. BD, (F.CJ s ; Jl (3) 3 x11 STRINGERS GYP -BD yYC6�ik g pJ• Q W J TyVpicAL O G X STAIR SECTION A� Ur -r -r DROP TOP --7xb SND - 16" O.C. CHORD OF GABLE TRLSS —6 VY (R-19) BATT. INSUL U _z� 7.-m" CHNJc,E U�/)'� DIRECTION VJ TR FLOOR L TRUSSES • 1� CANTILEVER - Sr E STRUCT. W U1INPWASH BARRIER US" GYP. SHTG. 3rb STUD • I6" O.C. POLY VB. 6 L7' (R-l9J BATT. NSUL- 5fS" GYP, BD. (F.CJ TREATEDD 7X6 SILL PL. W/ SILL SEALER ANCHOR W/ METAL STRAPS AT T -O" O.C. MAX. THERMAL BREAK 3 In" CONIC. SLAB MIN Iln" RIGID INSUL. (R-10 MIN) IR�Sp EMEND IN MIN, P 6ECW 'L MR 6' TYP. PERIMETER DRAIN TO STORM 4'-0" x 10" FOURS 5EWERNOTE. CONIC. FDN. DRAIN TORUN CONTINUOU5AROWJD ENTIRE BLDG. PERIMETERUITH NO TRAPPING A-6 WALL SECTION Of Vx-T-r 6 cc 3CC53r vALLET Z Q Q 4r Q fA ZO SON W Z y J Z 1, CL 0 U BEAM 0 z SEE STRUCT. MNL R-44 INSUL. POLY VB. d Q' POLY V8 lila" GYP. BD. (F.C) Q 0 5/8" GYP. BD, (F.CJ Jl U pJ• Q W J TyVpicAL O G X —UpNDWASH BARRIER _", GYP. 5HTG. --7xb SND - 16" O.C. —P'7LT V.D. —6 VY (R-19) BATT. INSUL --ME' GYP. BD. (F.Cd U _z� 7.-m" CHNJc,E U�/)'� DIRECTION VJ TR FLOOR L TRUSSES • 1� CANTILEVER - Sr E STRUCT. W U1INPWASH BARRIER US" GYP. SHTG. 3rb STUD • I6" O.C. POLY VB. 6 L7' (R-l9J BATT. NSUL- 5fS" GYP, BD. (F.CJ TREATEDD 7X6 SILL PL. W/ SILL SEALER ANCHOR W/ METAL STRAPS AT T -O" O.C. MAX. THERMAL BREAK 3 In" CONIC. SLAB MIN Iln" RIGID INSUL. (R-10 MIN) IR�Sp EMEND IN MIN, P 6ECW 'L MR 6' TYP. PERIMETER DRAIN TO STORM 4'-0" x 10" FOURS 5EWERNOTE. CONIC. FDN. DRAIN TORUN CONTINUOU5AROWJD ENTIRE BLDG. PERIMETERUITH NO TRAPPING A-6 WALL SECTION Of Vx-T-r 6 LUNDGiREN COLLECTION AMERICAN HEARTLAND SERIES LANGASTER "CAPE COD" - D ELEVATION INDEX Al ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN AND DETAILS A3 MAIN FLOOR PLAN OTHER: PLAN A5 SECTIONSOOR Ab DETAILS Al ELECTRICAL PLANS A8 INTERIOR ELEVATIONS SI STRUCTURAL DETAILS 52 5TRUCTURAL DETAILS eQUARE FOOTAG;ES DECK: _ N/A SOFT. STOOP: 110 SOFT. OTHER: N/A SOFT. GARAGE: 824 SOFT. BASEMENT UNFIN.: 1200 SOFT. BASEMENT FINISHED: 0 SOFT, MAIN FLOOR FINISHED: 1200 SOFT. UPPER FLOOR FINISHED: 1613 SOFT. TOTAL FINISHED: 28-13 SOFT. I EXTERIOR NOTES I VINYL LAP SIDING AT FRONT, SIDES AND REAR OP HOME, U.N.O. Kra EXQCPTIQN TO THP LAP 91121I167ALL 51DINO MATERIALS ON PRONT OP HOME TO BE JAMES HARDIE PRODUCT, U.N.O. REPLACE 5/4" SHEATHING WITH 1/2" O.S.B. SHEATHING BEHIND ALL HARDIE SHAKE APPLICATIONS ALUMINUM FASCIA 4 SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCH r-E:ILINIS ALL TRIM BOARD MATERIALS TO BE 5/4x "MIRATEC" U.N.O., SIZED PER PLAN ALL WINDOWS TO BE WRAPPED WITH 5/4x6 "MIRATEC" TRIM, U.N.O. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL BELOW FOR INSTRUCTIONS FOR WRAPPING THE WINDOP45 GiENERAL NOTE5 FOUNDATION TO INCLUDE "WATCHDOO" KATERPROOPINC, SYSTEM. SEE SHEET A2 FOR PLAN NOTES AND DETAILS DOUSE WRAF D)TL. e WDW, NPAER FOLD (D curNOJ6E www PER "'AGRAM CUT OFFER FLAP AT 4S: I I I I I 1 HOUSE UIV4- n2 RO FArMRI "II•PER FOLD CM IML FINAL STEP APPLY b• REX MRAP TO SILL OF wNDOL OPENM AFMR W = DRIxXuA6AMTRirTEN WALL 42ND" Iaa7ER NEA" HWSE ~ FGSD �APPr CALK SF311 6 wwcw FHS Flom TO edri1NG R2,F2CYl NSTALL DRIP b GIP UbER SIM 41RAP. COWERS DCUN EACH BIDE. DO --TT �NLK PROP trMIQ FOLD OVER HEAD STRIP AND TAPE OVHROIT • SEE HAYFIELD FOR DH WINDOW LOCATIONS R D0©i2 er- I i71 F SB'Ir'SON LLQ' @ROiib wR aru2lr cPa2cNn Raa,ars X t• !'-2^ . 6•-a vf• 6m66 uv T12A!•1 iJ wrri�wr 3'.t•. ya u2^ 3166 uY iR.w I ! .r r n rucc�ai °1ni,a1 Fiat , p PFSERp npt3 SRE ccra2'1 3 � �E ELEVATION ve•- T.V t 1 F ONT LEVATION t SGYp V4• . P- r u .� T wAxc`�Twi y I�J]� RaeED HSL �+ 1 REAR El EVATS.. T. rTI Gg LUINDOLU SCHEDULE 8771 WR HAYFIELD RantLo E mm REfiapc9 A ]essIll ra Lr, A'/w CAbL'V,7 AI 2636 7!7 Y-. w.Y-1 w MILLED C611T A? 2645 24 Y -.w. 44 W HLLED C&lT A3 3/0 'S r-2 w . r -le w• R3.1 LITE DR .A4 1046W 2', W, W CASWIEM AS 2x36 3/1 .4 YY•. Y4 W m LLW C&TT A6 2e30 1/0 2' -.w.14 -W RNEP Al 26foF U6 2'•►W.4'a W p)pLp $ u4.6ie-I rr•..v 81.1 C 292SP NS r�W,r- W rIKED D 14�4, 1 1'O. YT 644 E 6b a' ;.W.Pw F 4 � um,bro-a ra w. r -r r-a,.r,Y.r •:. rVLL4D SN H 3/4" A -3 un N+..'.s MELPD SN J 314 -DW -2 .*T 2.r ..ti6• Ml1LLED SH K 2ro . 2/6-0 a'-1 W' a 2's MILL. RX LITE L 3/ge167v3 Y -I N•. rs T.Y HLL AUMM h u4.6iA•p Yom•. ,'.r 044 • SEE HAYFIELD FOR DH WINDOW LOCATIONS R D0©i2 er- I i71 F SB'Ir'SON LLQ' @ROiib wR aru2lr cPa2cNn Raa,ars X t• !'-2^ . 6•-a vf• 6m66 uv T12A!•1 iJ wrri�wr 3'.t•. ya u2^ 3166 uY iR.w I ! .r r n rucc�ai °1ni,a1 Fiat , p PFSERp npt3 SRE ccra2'1 3 � �E ELEVATION ve•- T.V t 1 F ONT LEVATION t SGYp V4• . P- r u .� T wAxc`�Twi y I�J]� RaeED HSL �+ 1 REAR El EVATS.. T. rTI Gg 4'CAlll� 1131-3 0 MIMI Z W W W C D O K K K 2Z 20 — .E WD �il a z _TP.L$tiE O m <U = Z VIF V _ Tp kl 040.0 _ TdT;FL42[ m oO V W U Z 6Tr-a Wol o j0 3 0 - aj- b �00 Oo O n a Z` a�3nri E!EVAg% p11dZ)- TO. u371'i. 4'CAlll� 1131-3 MIMI _TP.L$tiE VERa1'PER GRADE (2),5112E E!EVAg% 46•, T. 6• ------------ !RA@Q3L I L-FAFEEb-ECCE- !•�� I STD. "Am. 4m" PER DTLe. I al TTmmR A 6• Y �i 6,12 OVER I' IOD OVEF44AW41'-2• � I IaLESS HOPED OTHEMOE ROOF �7�WPER GATE I` I a I I I 1 I r•r gg I o I I'•m' 1 � I I I I I � lii z W I I I w W a _ i.aie€p HEEL_ I X11 be"G,. I I O AioNg-= 0 6- a 6iil LOT NO. vi t - -- rO.E ibiia I la ETFnROL OIL 3•� BLOCK NO. TTP. b"E ADD ITNO. #PGS `- ;:ACC OP ICR 6,17 ETEDROa OO AN PTI 3HTS � ecxr. .+++ r- TITLE: ELEV SHEET: A 1 %3 z 3 N I t LUNDC;IREN COLLECTION AMERICAN HEARTLAND SERIES PENNINGTON "CAPE COD" — D ELEVATION INDEX Al ELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN AND DETAIL5 A3 MAIN FLOOR PLAN A4 UPPER FLOOR PLAN 145 SECTIONS A6 DETAILS Al ELECTRICAL PLANS AS INTERIOR ELEVATIONS SI 5TRUCTURAL DETAILS 62 STRUCTURAL DETAILS eQUARE FOOTAG;ES DECK: N/A SOFT. STOOP: 166 SOFT. OTHER. N/A SOFT. GARAGE: 862 SOFT, BASEMENT UNFIN.: 1523 SOFT. BASEMENT FINISHED: 0 SOFT. MAIN FLOOR FINISHED: 1535 SOFT. UPPER FLOOR FINISHED: 1533 SOFT. TOTAL FINISHED: 3068 SOFT. EXTERIOR NOTES VINYL LAP SIDING AT FRONT, SIDES AND REAR OF HOME, UN.O. MH ME"IQN. T ALL SIDING MATERIALS ON FRONT OP HOMO TO BE' .FAMES HARDIE PRODUCT, U.N.O. REPLACE 5/4' SHEATHING WITH I/2" O.S.B. SHEATHING BEHIND ALL HARDIE SHAKE APPLICATIONS ALUMINUM FASCIA 4 SOFPIT ON ALL SIDES OF HOME, INCLUDES PORCH C.EPLINEa ALL TRIM BOARD MATERIALS TO BE 5/4x "MIRATEC" U.N.O., 51ZED PER PLAN ALL WINDOW5 TO 5E WRAPPED WITH 5/4x6 ,MIRATEC. TRIM, U.N.O. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL BELOW FOR INSTPTJCTIONO POR WRAPPINF THE WINDOWS GiENERAL NOTES POU=ATiON TO INCLUDE "WATCHD06" NIATERt ROOPING SYSTEM. SEE SHEET A2 POR PLAN NOTES AND VeTAILS LOUSE WRAF DTL. e WDW, 4F•FFJe FOLD r -- O CIIT HW2H YRAP CUT pN'FM n.AP AT W. I 1 � I I I I OWN = WIG PATMW TLD Wa M ACID OU, UWL FINAL *TEP Army 10• REX .IPM To 61LL cP UNDM OPENING INSTALL, POLD OIDE HCUM *PAP FLAP* OVER FLEX ~ AM TM / PAOTM C`4 00" WAG Ram Wup FOLD Qmrjl�Flom TD MTT&O.6[Wm WALL DRIP 6 CAP WDOR WNDOw WRAP. BENDCORER* DO*N LA04 *IDE. DO NOT CAULK BOTTOM FIN POO, o plo 4" UPPER FOLD WR HEAD *TRIP 'Fm TAFS OVER= ag" • BEE HATFIELD FOR DH WINDOW LOCATIONS FIghl7 170QR 5C U bRIipBPN Yk?GD pOOR9 'em WT 2ZJ 3-rN-3 .WV30Ri@iMyWGR* Mw7 4W] 1 FRONT r=LEVAIION Z W W W 4i i YI VI N C W W W D 0 W C C 51D ATION 4 A EVATION I W-'4+• I . N *- j N 0 `om IUN T-- -------_' I I I I f I F7tPROppvl1qP8 AMGLLdTE I VBR I�LV I I i I _ C Ram �A°67e'°` WINDOW SCHEDULE I b.tlovErd"N" r•6• 1 i HAYFIELD *m INIT FW rN OPENM IgT,ARC6 A 2636VL IA r-.,w,r4w CA3EMFNT AI 2636VL 2/2 .•r V.•, a'4,w 1MLED COMT A2 2*43VL 2n va w,4.4w 2VLLFD C*ryT A9 310 /s $,I- , 6'-b w• PUL Litt DR A4 2WA 24 r•I ,M•, v4lw r:LEDC". 0 3/4"/0.2 ." W ,.••s• r9A4ED 6H 4 2020E V0 2b,w.Y-s ,nv FFXT'pi OI 2m0A N 2v w , Ys,w .01>!tlll'3 p IE F °r 1/4"/0.2 s's W.T•r a'-iw,v-r 0 3236E 110 3'-6 w.Y41w FIXED N /4 -b'0 -3W.. w.Yy MLLL-D CH 1 2=OA 3A 61I W, Y<W ", AWfW K W4.*ro-I V4. - BN L 3/4./04 .'•V .I4• 81.1 2i 2646YL N Y4 W , A w OA9 Et ET IT H 26l6VL IA Y-.0w.Y4w GAyj�J'fEp4i• Yil 26W H6 a•-. *M•..'4 W FIXED • BEE HATFIELD FOR DH WINDOW LOCATIONS FIghl7 170QR 5C U bRIipBPN Yk?GD pOOR9 'em WT 2ZJ 3-rN-3 .WV30Ri@iMyWGR* Mw7 4W] 1 FRONT r=LEVAIION Z W W W 4i i YI VI N C W W W D 0 W C C 51D ATION 4 A EVATION I W-'4+• I . N *- j N 0 `om IUN T-- -------_' I I I I f I F7tPROppvl1qP8 AMGLLdTE I VBR I�LV I I i I _ C Ram �A°67e'°` I b.tlovErd"N" r•6• 1 i W" OYCpuHC* rd• To "W" PC I TTP.OLE" Nv2m 02FWAOSE 1 I I KID - I I I I I . a' I@!ia I �Im.n lo.tl. I A .-- le.c_Ltj ka r LOT NO. BLOCK NO. ADD TIO NO. *ROOF PLAN PN: f ��• M- ` �. � TITLE: ELEV SHEET; Al X N. LUNDGREN COLLECTION AMERICAN HEARTLAND SERIES SPRINGFIELD "CRAFTSMAN" - B 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 52 (/� STRUCTURAL DETAILS 5aUARE FOOTAGE& DECK: N/A SG'IFT. STOOP: 225 SOFT. OTHER: N/A SCT -T, GARAGE: 130 SOFT. BASEMENT UNFIN.: 1362 SOFT. BASEMENT FINI5HEP: 0 SOFT, MAIN FLOOR FINISHED: 1381 eQFT. UPPER FLOOR FINISHED, 1538 56+7. TOTAL FINISHED: 2925 SQFT. EXTERIOR NOTES VINYL LAP 51DINC, AT FRONT, SIDES AND REAR OF HOME, U.N.O. HIM E,KC.RPTION pQ T}{p LAP S1DFN8. ALL SIDINS MATERIALS ON FRONT OF HOME TO BE JAML'5 HARDIE! PRODUCT, U.N.O. REPLACE 5/4" SHEATHING WITH 1/2" 0.5.8, SHEATHING BEHIND ALL HAP -Olt! SHAKE APFLICATIONS ALUMINUM FASCIA / SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCH CEILING ALL TRIM BOARD MATERIALS To BE 5/4x "MIRATEC" U.N.O., SIZED PER PLAN ALL WINDOWS TO BE WRAPPED WITH 5/4x6 "MIRATEC" TRIM, U.N.O. INSTALL HOUSE HRAP ARJ]UND ENTIRE HOME, SEB DETAIL BELOW FOR IN5TRUCTION5 Fog WRAPPIN& THE WINDOWS GENERAL NOTES —I FOUNDATION TO INCLUDE "WATCHDOG" WATERPROOFING SYSTEM. SEE SHEET A2 FOR PLAN NOTES AND DETAILS I HOUSE WRAF DTT. o WDW. IE'1SR FOIP OCUT HOUSE~ PER PIAGRAN, GIT UPPER FLM AT 4a'. I I Tyl I I L I+o33E aiui• a7nEq PAmsl HOLD VIER FOLD OUT UNTIL FR AL STEP 1 — I 2 APPLY 10• FLEX uA..Y To SILL G• WINIPM OPENING j; 3 N6T�ALL, P" SKAX IDE I I HOUSE ~ FLAPS I I OKR Rtx II RN' AND TW I PASTEL 0NOTA" UNDOU! 4 UNDER HEAD HGISE URAP Pan ARPY CA" sEwo V Boom pm PN44" TO Sm#o IYNDOW INSTALL PI O- 6 CAP UNDER WIDOW UR.M. BEND CORNERS DOM EACH SIDE. tie NOT CALK 50TTON FIN. Klp,fo ; f ,RTP UPF£R FOLD "R HEAD STRIP NO TAPE OVEROIT SEAM • SEE HATFIELD FOR DH WINDOW LOCATIONS ERQ00�� SIMF50H WOOD DOGFZB o Y4i RpYfFf v!•liteNaI PWUFii6 i 3'.3' r;"-3 V3• 306. Sv TReYI it ,.NdTFYLL 3'-r•. Y-3 l?• 30664v TI..TN I F ON? ELEVATION V4'. N 0• SIPS LEVATION <R A VA ION [IN I 4A 1 3 51PE ELEVA11PLI I 6C.4Ee H'r• . �. d , • I • — — wt'4 moi,_ — I • � r.a• ------ ------y—L---------- P I I 1 rAeovme�APeaAre I k FmoF FladRNG I vt�NrRRDCP uul oRm I ! � � I I I I I I I I I RAMP 141T1ELS FM DTLS. I I Im"m&1 To owl A6 iD OerE •lvlAN3 Y-0' �y�I I IO.O 0'.[41"116 rd• F fT'T- U'4Z" WED mwftASE I-. --._.---- H a Z w W w I O > I y I O L O LOT NO. I — — — — BLOCK NO, ADD1OON N0, ROCS PLAN TIHI '�-� I J'�6c±1>!+ Ly . r- n• TLE:ELEV SHEET: Al WINDOW SCHEDULE HATFIELD '7A126-YL IraT Rd1M RM RSH4I�ICSLmN CA.E7-ENT MMYLM v-IV I71.LEo C". 3ro.b2 +'-7 w. 4'-n rr RILL LITE PR A4 2&40%,L W YJ N' . 44 w CASEF¢NT AU3 !tLA 3n r -++n6•. s:4 W MILL. tett. a 3/46/0 r-4•s✓•N SH G 7070rvo r-6 w.rs „r FIXED Cr 707oA IA Y -e w.Ye x' ALNING D e f Cs H 7AUAro-I 4'-6'.r-H+w• -. Tn•.Ta• i'a w.r-e T•1"3/ra6'e r4Y. vx reel FT78i7. gH J -77 24.4ro-1 rw.4•-a SH L 3230A v-.w"Ysw ,LINING PT 3T4A/A7 .'_, rr. yr MJLLBD SH N rmaA k •41 ro• . a•-. L AaMM 2=A]n V-Iw.rs TT R 7446V L in 4'w W. 4'4,n• MULL. CSTIT, • SEE HATFIELD FOR DH WINDOW LOCATIONS ERQ00�� SIMF50H WOOD DOGFZB o Y4i RpYfFf v!•liteNaI PWUFii6 i 3'.3' r;"-3 V3• 306. Sv TReYI it ,.NdTFYLL 3'-r•. Y-3 l?• 30664v TI..TN I F ON? ELEVATION V4'. N 0• SIPS LEVATION <R A VA ION [IN I 4A 1 3 51PE ELEVA11PLI I 6C.4Ee H'r• . �. d , • I • — — wt'4 moi,_ — I • � r.a• ------ ------y—L---------- P I I 1 rAeovme�APeaAre I k FmoF FladRNG I vt�NrRRDCP uul oRm I ! � � I I I I I I I I I RAMP 141T1ELS FM DTLS. I I Im"m&1 To owl A6 iD OerE •lvlAN3 Y-0' �y�I I IO.O 0'.[41"116 rd• F fT'T- U'4Z" WED mwftASE I-. --._.---- H a Z w W w I O > I y I O L O LOT NO. I — — — — BLOCK NO, ADD1OON N0, ROCS PLAN TIHI '�-� I J'�6c±1>!+ Ly . r- n• TLE:ELEV SHEET: Al �— 1.1 l N 4 / �-7 f ` 1 N 1. t—/ J•._• J_ �Z C. I I (, J I N AMERICAN HEARTLAND SERIES WORTHINGTON "FOLK" - A ELEVATION INDEX AIELEVATIONS, ROOF PLAN, NOTES A2 FOUNDATION PLAN AND DETAILS A3 MAIN FLOOR PLAN A5 SECTIONSOOR PLAN A& DETAILS Al ELECTRICAL PLANS AB INTERIOR ELEVATIONS SI STRUCTURAL DETAILS 82 STRUCTURAL DETAILS S=AFRE SOOT AG;E S DECK N/A SOFT. 5700P: 168 SOFT. OTHER: N/A SOFT. GARAGE: 154 SOFT. BASEMENT UI 1530 SOFT. BASEMENT FINISHED: 0 SOFT. MAIN FLOOR FINISHED: 1530 SOFT. UPPER FLOOR FINISHED: 1694 SOFT. TOTAL FINISHED: 3224 SOFT. EXTERIOR NOTES VINYL LAP 51DINS AT FRONT, SIDES AND REAR OF HOME, U.N.O. Villb Mr-CETION TO. T7aE Lar €3117IN8. ALL SIDINS MATERIALS ON FRONT OF HOME TO BE JAMES HARDIE PRODUCT, U.N.O. REPLACE 5/4" SHEAT'HINS NTH 1/2" O.S.B. SHEATHINS BEHIND ALL HARDIE SHAKE APPLICATIONS ALUMINUM FASCIA 4 SOFFIT ON ALL SIDES OF HOME, INCLUDES PORCH CEILINS ALL TRIM BOARD MATERIALS TO BE 5/4x "MIRATEC" U.N.O., SIZED PER PLAN ALL WINDOW5 TO BE WRAPPED WITH 5/4x6 "MIRATEC" TRIM, U.N.O. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL BELOW FOR INSTRUCTIONS FOR WRA7'+P;NB THE Y41KPCM GENERAL NOTES FOUNDATION TO INCLUDE "KATCHDOS" WATERPROOFINS SYSTEM. SEE SHEET A2 FOR PLAN NOTES AND DETAILS MOUSE Wf;R,4i= 1DTL. '@ WDW. V"rER FOLD I O PE HOHBBWRAP PER pIA�iRArt Q INSTALL JAMS I CLT UPFER FLM AT BTRIPo OVER4B: INSTALLED WINDOW I I Y j I k L__–_. -..._a Hcver WR4• r317T3aY rATTEFH HOLD W -Vit FOLD Our 1HTIL FINAL GTEF- INVALL HEAD AFFLT Id' REX ~ TO BILL OF ©�� R r o U R NPM OPENING j j 9 WTATALL' P" GOB I II HOM }lArO AND TRIFI I FABTF?L TME TAPE O►IBTALL UHD= LOOM W -AP HOUBi WW FFLP 1:/ PSP UPPER FOLD OVER HEAD BTRIF AFPT awx Mm AND TME OVER= SEAM O U NDOW FANS PRIOR TO BBT7la 400GU WALL DRIP L CAP IMDER WNDOW WWr. MEND czfwwm DOM EACH NDE. E !li"k TEC jF31y (SI/1pJ VN . r- W W fERiTEC TRl1WlUHDJ _ _. IPP HATE 4>=aRLvATIOr Tl 1 f EC3Cl, r M1 TNFRam wl - TOF FLA1H m a TR■AIL -- TLT_lL�F E _ YO_OUER. --WAR- MW A- MW FFR GRAD! _ wiNDOIU SCHEDULE V& WIT YFIELH -RCLL]H MWiM peum(a A 7ewbL VI 2'v TM. s' -i w CABF7rENT W 2234vL 213 w N• -.4 w MiLRD CYFR, A7 2"8VL 713 r-. VM.IY ln• FELLED C&M. Ab 3M.6m ra N•.v-b W FULL L"C DR A4 WOK" .qwo % •"w rullip CBFR. 1 TO TRUSS END IW CAWIENT Ab 7Bf!✓<to I OTHEF DISE I A7 2.. Vm —W.4'.1- FIXED 15 3/1.6/0.1 VW. ky' SH I 1 I C 202OF Ve F -f w.rtw FIXED Cf 7W.A VI r•r lw,rew AUNUN6 I I 1 I E F O 3+I,mnea -b w.rr a'a uv.re r -b ala• ..'e FRILLED bH 14 314�m 2 r•T a..•,.w MILLED am J 3/4•4M-2 v-1W.v-C MILLED SH x *3)VL Ve Nfw.sAw FIXED 7tU w3M V7 NYw.3+rlw C:AsririEM L 7016r1. Ve r<w. r.. w FDa?D h 3'4we-I aV•.ve SFI H 763N+L Vm r•.w.r�w D1BD P RIMWtNd D B uuT Fecc23wl Orp[nt7 tkc&l F W 3'-7• w NJ M• 7e+►B UX IRAN 71 3r.arnMa !'•7•"0' -!IR• S[Y.BUVIRAII E !li"k TEC jF31y (SI/1pJ VN . r- W W fERiTEC TRl1WlUHDJ _ _. IPP HATE 4>=aRLvATIOr Tl 1 f EC3Cl, r M1 TNFRam wl - TOF FLA1H m a TR■AIL -- TLT_lL�F E _ YO_OUER. --WAR- MW A- MW FFR GRAD! Q_SIDE ELEVATION I ecxx. tY•. r• s i' I— J RAISED 41E6 I RAISED HM-' I ' NOM C ? it NOTE' PTDC� 1 I RAISED HEELS F'ER DTLb, ra Ieo h33mm REFER TO SHT, A6 6:17 OVERHANGS 10.17 OVERHANGS I'-7" 1 TO TRUSS END I TYR RLE" NOTED I OTHEF DISE I ' II I d I I I I I I I rAlK I — --- ` I 1 I 1 1 I _______�.. �➢ I I m,v I I I ALiE I I I 1 I I I LT-IF—PhmL66m Ir-ELAM Ism Tn.. o101i _ row bFROOF AN BC.Y.G V.' . r- C 0 1 ft W C W W W O o a o LOT NO. BLOCK NO. ADD TI— NO. PN: TITLE; ELEV SHEET: A 1 __ ___----L ----------------------------- _---__----- (STATE HIGHWAY NO. 96) DELLWOOD ROADnMORTH i i i i WETLAND OUI EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COIAMENCINO 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 F=TING UTILITIES. LEGEND TRAILS PHASEI ❑ PHASEI - PHASE II ❑ PHASE II - PHASE III ❑ PHASE III SANITARY TO BE CONSTRUCTED IN PHASE I WATERMAIN TO BE CONSTRUCTED IN PHASE I NORTH gild Sdp d tdd 300 440 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 T LAWS OF THE STA OF MINNESOTA. ' DATE __'07--L-Lf-04 acr un af.i a� Q Z O Q O U) Y z Z O d CD o of . O Z Q m IY —I U W D_ o J = C HEDGE BLOCKING VIEW OF PARKING EM VIEWS TREE CANOPS OVER DRIVE COLONIAL TOWNHOMES 1 yr (NWL)-697.2 - I z � --ME _� w ° J LLI Q Z a W ald,17`..4y. o Q U w OWN O M J a � - L- I w�upw DEVELOPER: ap�III■ I&TRAIL- EASENA NT `-Ij ! rf ,• Nln,+RN "^�. Y WAYZATA BLVD. 150 S. BROADWAY nlnsrM • Nwk - WAYZATA, MINNESOTA 55391 lam ME Tie's"�'' Lam PHONE: (952) 476-6000 CONTACT: DANIEL SCHMIDT, P.E., R.L.S. - I z � --ME _� w ° J LLI Q Z a W ald,17`..4y. o Q U w OWN O M J a � - C G w�upw DEVELOPER: ap�III■ ���, 11114�. SATHRE-BERGQUIST, INC ,• Nln,+RN "^�. Y WAYZATA BLVD. 150 S. BROADWAY nlnsrM • Nwk - WAYZATA, MINNESOTA 55391 lam ME Tie's"�'' Lam PHONE: (952) 476-6000 CONTACT: DANIEL SCHMIDT, P.E., R.L.S. A ' < r� QJ s Now, 0 —`V-- r-�IFF it '- II .' MA UREe 8 F r V - = 5 10 Ing - : x e� Ii` 10 � Ii s � - - - n I r' t 2 1 2 3r a f '� 2 9 3 3 6 S 71 6 5 3 8 f r 4 I a 5 , 7 0� I a r -Arl- 5 6 -a' • )+ f b P r NWL-908.0 2 yr -996.77 10 yr-909.HOA I _ - 100 yr -910.63 r '' !{ OND#2C NWL-902.0 r — _-,'._ob 'l ~ �✓ 2yr 900.96 y 2 yr(NWL)-902.40 1 ' ! 10 yr -902.44 1 r r r/ 7 `n E �� \ 11_ L f NORTH VICINITY MAP: 100 yr -903.23L L � I/r/ I 11 • \ / 100yr(NWL)-904.02�jJ n v 1 PRELIMINARY COI',Y � � � � � ,20 I SCALE IN FEET p� eod Rd 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 I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TH„Er`.LAWS.O` OF THE STAXE OF MINNESOTA, �� n'I 01112/07 REG, NO 26147 0 U9 0 Z° N =/ M � z uiL.6. m a W Q 0 _ F ~ o rra^ U) VJ N 3�lAµ� DES�a I z � 1 p�Waet _� w ° J LLI Q Z a W ald,17`..4y. o Q U w >W �J O M J a � - C G w�upw DEVELOPER: ENGINEER, SURVEYOR, LAND PLANNER: U.S. HOMES CORPORATION 935 SATHRE-BERGQUIST, INC r a.c Nln,+RN "^�. I WAYZATA BLVD. 150 S. BROADWAY nlnsrM • Nwk - WAYZATA, MINNESOTA 55391 WAYZATA, MINNESOTA 55391 76ae ai.K Tie's"�'' PHONE: (763) 249-3022 CONTACT: JOHN LIBERACKI PHONE: (952) 476-6000 CONTACT: DANIEL SCHMIDT, P.E., R.L.S. 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 I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TH„Er`.LAWS.O` OF THE STAXE OF MINNESOTA, �� n'I 01112/07 REG, NO 26147 0 U9 0 Z° N =/ M � z uiL.6. m a W Q 0 _ F ~ o rra^ U) VJ N 3�lAµ� DES�a z � O _� w ° J LLI Q Z a W d O o Q U w >W �J O M J a � 2 � C G \\\ \ °23.40 \R=15.00 , C A=8902,3'23" C=21.101.10 r \C.B.-N10°13'07"E N54054'48"q ° f 49,38+ f v + 1" s ► \ TS°15e404r o R�12".00 127.4 176.92 .6=2402728 7 R�6350 -� -27%3' 12 415.82 � " 4i rdAUREEN r B' ti 2 f r ! "'�-\ •�._- � ,�,�' 1, ' 167.59 R.439,f70 A•�4 7'2 °� " �`` �� t� � S � t4���}� 1 74.93 RwsBB.50 / l � 5v 417153'92• M-4e'0e1T 8&00 � -"I 9V'�' S80°48'OdW 8600 '1 7 ' seB°46,orw ee oo yµ 41 f see°4B oe�Y 88 ,00 seB•4e'oe'w e600 � a`b PRIV. DR. 4 } l 0 11 l r JIL 3 I oils 2 7 1 ( s I a18 3 6 sl I $ 3 6 s >� e rr6�' fl 1 e l e l jRj ► 4 5 le pR 1 I �J 4 l l 5 - '�L, H8g'0WOVE 860* I J }� 1 8 � r---�.`---- I S80°4C08'w TBo.00 O.P 4100 aD "00 4100 I 9s 2 7to 3 $�o 8 3 6� Fl - 2 3 4 8 71 6 5 NORTH f 50 25 0 I 1 10 l ol� 1 10 f 2 9 2 9 0. BLOCK? .J < 1 s s 35 8 *1 >I n 34. 8 Lal 1AMft FL 4 7i l8 I L -J 4 7 t 5 6 1 5 6 m La a 1,M34 Ft 0;00 Aar La s 1,M ft FL C.DN Mea J }� 1 8 � r---�.`---- I S80°4C08'w TBo.00 O.P 4100 aD "00 4100 I 9s 2 7to 3 $�o 8 3 6� Fl - 2 3 4 8 71 6 5 d 4 5 i ► 43�0o NW4WIWE 16moo 42.00 ��EE I _r► PRIV. DR. 3 N88°4d'04"E ®8.00 fes_ - - ___-. -jI co AW*SFWWW f" L -J U00 ► 1 � %,!° ti !- we�e°4BtleF qtly eeJio 2 3 4 g 1 7 �n if rRi V. D � � � o`I I kv POND#3C ��' � ► 56 NWL-910.0 � 82.45.00 Py a ` \'6. / Q ,/ fir. HWL-914.0 eBn a r r ° _° , oaf" 19.33 LANIE \,f� '� h / `� / ib �° � c yyo �✓ 4 - = � ---z ?8� p �4 412°i832'k 34"w Y,,'° �,�'}'� G•�• ' � � \ 1 `50�. `°e,. MILLBROOK• COLONIAL MANOR s�. �' '*� "9? h •I o'/r// °` USE: P.UA.4PIea"BUat DwdoplrN Oj3'iT •,� /! 4 MWONO NFSDNT:2 thee.. ane 39 r., `S•/ OARAOEIENNN:WA-AIIAIhd"d OAraar �`� \ ;.( 0,� LOTAREAPERUMTI 5,140414FL►ar Ora(kcal `�f6� • �. _ / �^ SETBACKS: / FRONT YARD: 16 Frt J S WE YA'AD 10 DARA0e.71'A SDE YARD TO HOTS: WA BIDE YARD TO STREET: 25 F°ot REAR YARD: WA /" 164.93 p0�0 NORTH f 50 25 0 I 106 � SCALE IN FEET 8 f AREA d 4 5 i ► 43�0o NW4WIWE 16moo 42.00 ��EE I _r► PRIV. DR. 3 N88°4d'04"E ®8.00 fes_ - - ___-. -jI co AW*SFWWW f" L -J U00 ► 1 � %,!° ti !- we�e°4BtleF qtly eeJio 2 3 4 g 1 7 �n if rRi V. D � � � o`I I kv POND#3C ��' � ► 56 NWL-910.0 � 82.45.00 Py a ` \'6. / Q ,/ fir. HWL-914.0 eBn a r r ° _° , oaf" 19.33 LANIE \,f� '� h / `� / ib �° � c yyo �✓ 4 - = � ---z ?8� p �4 412°i832'k 34"w Y,,'° �,�'}'� G•�• ' � � \ 1 `50�. `°e,. MILLBROOK• COLONIAL MANOR s�. �' '*� "9? h •I o'/r// °` USE: P.UA.4PIea"BUat DwdoplrN Oj3'iT •,� /! 4 MWONO NFSDNT:2 thee.. ane 39 r., `S•/ OARAOEIENNN:WA-AIIAIhd"d OAraar �`� \ ;.( 0,� LOTAREAPERUMTI 5,140414FL►ar Ora(kcal `�f6� • �. _ / �^ SETBACKS: / FRONT YARD: 16 Frt J S WE YA'AD 10 DARA0e.71'A SDE YARD TO HOTS: WA BIDE YARD TO STREET: 25 F°ot REAR YARD: WA /" 164.93 p0�0 I herft oartlry that We plan or 5pecACRUM Was prepared by rm or undor rq dRrect nupolvIollon anb d ODt I am a du licensed land munwm under the laws of Ole Stale of Mllulesofa. F1 )( I Dated this 11 OI day of January, 2007. j SATMRE-8ERGOUI1T, INC. David S. Po7n0o700n. 1dlnomot9 tJo"w No. 4IX344 1 0 d C3 Z N vJ M LoZ C� W ma 1 3: WQ 2i rQ^o U) v, 0 A��D�s 534' K ya rJ� % NORTH n F -o 50 25 0 26 lif3.._ 106 SCALE IN FEET 2w PARCEL AREA INFORMATION BLOCK BLOCK? .J < Let# 18915q. FL OAU Aa- LOS4AOt4rL 0.001 Lal 74069'. F1 0AI2 Aar Lal 1AMft FL O.W2 AC lal3 ,,408Sq.FL dM Aar La $ tA46 4 FL 0.033 Acres Wt4 1Jweq.ft 0.047 Aa LOM 100264 FL 0..043 Aa La a 1,M34 Ft 0;00 Aar La s 1,M ft FL C.DN Mea iota SAOaSq n 0.012 Aar We 1 0584 n O W2 Awa Lal? 1A08Sq FL O.W2 Aaw Lal 1,►78S4ft 0.092 Aar fay ILWSc F! DSU Aam M Teal 13,.10s5q. R 0903 Aar 1i 4ae3q.7i O.0R7 Aar SLOCK2 SIX"a t0tl1.601848 DOSS Aar 1,011tjN2 Sq. Ft O.OL}A" 1102 1A0eSq n C'.W2 Aar LM 171P7 S4 R SAWAmt tai 1,40654ft 0. DU Apr LM 1,SIR Sq.fL 000 Aar. la1 1JR264.ft 0.0U A" Lot41.09t 84 F1. 01M Aar Las 1AN34ft 0.043 Aa UAS 1407 S4R 0,032 Aar LOPE1,4Da64n Q= Awa Lai IANSII.R ova Aar TeWm54.R .9 Aar ahl I ft FFILI 0.33'1 ARr BLOCKS La 1 1,891 S4 ft 0.043 Aar BLOCKS Lot IAWSq.R 0.002 Aar Lot, 1,801 Sq FL 0.043 Aar Lot3 I,USSq.FL 0.032 Aar Lal 1AWSgFL 0032 Aar Lao 1JWSq•FL 0.043 Aar Lot3 JAWS 0.032 ASM Lat5 1,Mgq.FL 0.043A - Lao 1,892Sgft 0.013 Asea La15 1„WSSq.FL *AIC Aar Lots 1,892Sq FL 0.043 Aar 4a7 #�09aq.R 0.0.+2 Acne LaeI.40esgft 0.032 Asea 1 .n .eta LatT Sp854ft 0.002 Aar Cal A.trS34n 0701A- ,J.,4PSq.n M BLOCK10 La t r,W FIL 0041 Aar BLOCIt4 Lai 4AON$pFL :: DimA- lol l 1,891 Sq. ft 0.043 Aar Lai tAO654 n O.1UC AaM lal2 1,408 Sq.ft 0.032 Aar Ist4 t,JWSq.ft **93Aq Lai 1000 Sq.FL 0.032 Aar taS $An$q-n 6AU Apr Lao IACs Sq.ft 0.032 A- LCIS 100058q.ft 0002 Aar lat51.882 Sq.ft 0.043 A- Lal t7 fft FL 0002A - Lot B 1,892 Sq. FL 0.043 Aar Lal 1t W8 Sq. FL 0.032 Aar T 17,4 R O]r fu Aa Las IA00 Sq. ft 0.092 A - Lao 1,40854.1 0.032 Aar 111.1111 ea3 A" La1 S,W154ft DUN ASM eW FAu3q..n 0700 Aceto Lal t,4mr4n 8032 ASM Las9MS84 FL 0.032 Aar BLOCKS Lao1=Sq.n OAU Awa LotI LWft Ft 0443 Aar LAS toasq.Ft DAU Anes L#2 9,16854-n 0. Aar tae1AMZ.R OV12 ARM W2 1,AOUSq.n 0.0713A- Lal 'Am IL *Jw Ams Lct4 IA05 Sq.R O.W2 Asst Lata1,aP28p.ft OAU Aar °W 13.0584 070.1A- Lot41Um 8%FL 600A" Lot L,'MSq.n BIa2 Aa BLOCK12 LaoLeos Son DAM Mai Lal LeDa4ft 0.043 Aar Lao IAWSq.ft DA32 Aar La2 1p584R 0.032 A- L3 1,4OSS4 R 0.092 Aar T earl T4Sq. L 0.300 Aar LaoIA2$q� ft 0,043 Aar Lot 5 1,4028q. ft 0.043 Aar BLOCK0 Lae 1Awft Ft 0.032 kar Lal 1,001 Sq-ft OAU Aar Lal 1AWS4 R 0.032 A- La2 1,A05 S4 IL O.On Aar Lai IA08 Son 0.902 Aar Tdal 11,S0ftftq,FLL070] Lao 1Jn02aq.ft OAU Agee L415 1A*SgfL 0.049 Aar TOTALBLOCKAAFA Let }AOS $q. ft 0.032 Aar 9511T0eq. F1. 5700 A- ar LM LMT 1AO5 Sq.11 0012 Aaaa. iota 1.501 ao.ft O.OISAar RDNTOFWAY Tad 1341084.n 03M Aar 161,350 S4 R 3.779 Aar OUTLOT A 31:0,%YSq_F1 7270 Aar OVERALL AREA 542,21384 .8 14.743 A-'. I herft oartlry that We plan or 5pecACRUM Was prepared by rm or undor rq dRrect nupolvIollon anb d ODt I am a du licensed land munwm under the laws of Ole Stale of Mllulesofa. F1 )( I Dated this 11 OI day of January, 2007. j SATMRE-8ERGOUI1T, INC. David S. Po7n0o700n. 1dlnomot9 tJo"w No. 4IX344 1 0 d C3 Z N vJ M LoZ C� W ma 1 3: WQ 2i rQ^o U) v, 0 A��D�s 534' K ya rJ� % n F -o Z 0 H 0 O1..1� W 0 2 2w �QD o mZZ Wvwi W <O 2 .J < J S I I I I I I I I I I I l I I I I I -- 1 ___-______-_ --__i_.wp --- 1 I I I mer,, I I _ 1) - _ --� �_-;_---------- ------ I I I I-� I I_---J-------�SiATE HI \N No. t _1— .� — - _ — L — '�`� (STATE HIGRWAY NO. se) 6 .�wm _ i _^ DENORTH LLWOOD ROAD 1. r_- ---------- {I1 III III I/IIQT Z L O OO Y w� (STATE HIGHWAY N0. 98)- 0 z O Za- O O 7 f •�� •rr i + --33 amr W I.tJ W J CJ G >Q> >0 W W r rlk •- r r �—. r._._. t o � tae 14. if ri lk f {! I ! I ° _.. , � , 4�^ '� .�- '�`�" ■wage ,..i ,"•' �' r �• tlCr i I 1� I I ) OZ +L..�.. g�� � t t �� 4t� � �' ar I� as � � •��x � - - - �, .0 i Imo`" t k x: { IO I IZ IcnT aa.-rL7C� �11 4, ourr � +r I WnRTN a m01 �oussar n r, �j_ I y% /+ I 7.00 1 1D0 2Q0 Ir' y I SCALE IN FEET 1' � � ; '`� l� �` � - r I oas�,sr, j `�` • I 'mow I IZI I � I `� `t''h' /f 1 �;'\' � �` -. ,, ru . t � ! ! yc � e�. . snf a{�r� I '� r ♦ ``� r � \ y�� ea �'`o. ------- -{ �� �! `f `� 14 -+W M6 �< rte•*'. `�N� �_� { �� ;- CIO z � — _ .— — — � iiij ! _ "���rZ1 ' � `� ` , �' -, '•,.�,;3w`�. '+. `'^, � � ,mos Is �•, , � - �.. _ v...a.� I I { � I !/ �j'r 1� G�� � �� '. �� r •� 4rrr arrrAtR r � ` t�'t'�- .. ._7 ," O'{_I •` `°, �+; I ! f ,� ` 4 ` . _.. n— L •.� -� y ' nit . e_r {" s ' L`r i \'�� !! f h:�r•T ff f/ !ti 6 `, 91l�e ,*t r 'Aft — i L — r---,-_------� T nrs*re Pw a,l -- Ik,�; 7Vi4Nn TAI A'7. t 1 �T iliY7�r+ IArsA r r—_--^mac----3- l i i 1 I I I I I I I I I ! I I I { I I PARCEL B: !�� I The Northeast Quarter of the Northwest Quarter of Section 19, Township 30, Range 20, AAr lY I I Washington County, Minnesota, Except that part thereof plotted as RANDOM CREEK " I 1 I I I I revi+ir'i I I I I RANCHETTES. 1.) A tills opinion was not furnished to the surveyor and no speeific title search for existence or non—existence of recorded or un—recorded casements has been conducted by .the surveyor as part of the survey, No field work relating to the boundary has been done at this time. 2.) Area = — 170.2 Acres See lot tabulation for further detailed information. 3.) Wetland(s) shown hereon Is (are) per field location of stakes as set by others. 4.) My modification to this survey or sketch preformed by any person other than the surveyor Shining this certification or persons under his direst supervision sholl nullify the validity of this survey. Only on origlaal survey with on original signoture shall constitute valid certllloollon, 5.) EXISTING ZONING Shore land Management Zoning Transition Zone SFSL_SINGLE FAMILY SMALL LOTS SFLL_SINGLE FAMILY LARGE LOTS ASF_ ATTACHED SINGLE FAMILY PNP_ PUBLIC NEIGHBORHOOD PARK OPS_ OPEN SPACE, ALONG CREEK PRO430SEQ 7!3NIN PUD—PLANNED UNIT DEVELOPMENT WITH THE FOLLOWING UNDERLYING ZONES Glendolough Series — TR Zone Heritage Series — CR Zone Metropolitan Series (MF) — TH Zone 6. TRAIL EASEMENTS WILL BE PREPARED AFTER THE TRAIL HAS BEEN CONSTRUCTED. wAITING TO PREPARE THE EASEMENTS WILL HELP AVOID REVISIONS TO THE EASEMENT DUE TO FIELD ADJUSTSMENTS THAT MAY BE MADE DURING THE CONSTRUCTION OF THE TRAIL. VICINITY MAP: DEVELOPER U.S. HOMES CORPORATION Address: 935 East Wayzata Blvd, Wayzata, Mn Contact: Jay Llberacki Telephone: 952-249-3022 Fax: 952-473-7404 ENGINES LAND SURVEYOR SATHRE BERGQUIST INC. Address: 150 S. Broadway, Wayzata, Mn Contact: Engineer: Dan Schmidt Bob Payette Surveyor: David Pemberton Telephone: 952-476-6000 952-476-0104 DENNIAT UNIT TALLY NN_ITS GLENDALOUGH UNITS(LOTS 51 — 129) 98 METROPOLITAN UNITS(LOTS 173 — 270) 9B HERITAGE UNITS (LOTS 1-50 do 149-1721 74 TOTAL = 270 BUILDING SETBACKS GLENDALOUGH FRONT — 22' MINIMUM SIDE — 5' MINIMUM REAR — 25' MINIMUM HERITAGE FRONT — 20' MINIMUM (GARAGE), 15' MINIMUM (HOUSE), 20' (CORNER LOT) SIDE — 5' MINIMUM REAR — 25' MINIMUM I hereby certify that this plan or specification was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. Dated this 1st day of February, 2006 SATHRE-BERGQUIST, INC. Daniel L. Schmidt, Minnesota License No. 26147 lESCR1PTiON CF SUBJEOT..PROPERTY PARCEL A: That part of the Northwest Quarter of the Northwest Quarter of Section 19, Township 30, Range 20, Washington County, Minnesota, which Iles easterly of a line described as commencing at the northwest comer of sold Northwest Quarter of said Northwest Quarter thence on an assumed bearing of North 89 degrees 46 minutes 55 seconds East, 81&50 hot to the paint of bagfnning of the line to be descried; thanes South 09 dogrees 57 minutes 57 minufas Watt. 4&0.01 fool; thence Soulh 00 degrees 35 minutes 10 seconds East, 280.00 fact; thanco South 16 degrees 03 minuton 14 aacands Cool, 223.97 feet; thence South 89 degrees 46 minutes 55 seconds West, 137.84 feet; thence South 21 degraes 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 CAM RANCHETTES, Washington County Minnesota. 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, Woehington County, Minnesota, Exccpt the East Half of the Southeast Quarter of the Sculhwest Quarter of the Northenet Quarter of said Section 19, and Except that part thereof platted as RANDOM CREEK RANCHETTES NO.2. PARCEL H: Outlet A, RANDOM CREEK RANCHETTES, according to the recorded plot thereof, Washington County, Minnesota. PARCEL I: 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, Townehlp 30, Range 20, Waahington County, Minnesota, lying southerly of the centerline of State Highway No, 96. PARCEL K: All that port 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 follbwing described lips: Commencing at the southeast corner of said Northeast Quarter, thence North 1 degree 24 minufas 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 sold Northeast Quarter for 668.09 feet to the West line of said East Half; thence South 01 degree 17 minutes 30 seconds East, along sold West line for 341.99 feet; thence North 69 degrees 37 minutes 52 seconds East for 668.74 feet to the opint of beginning, Washington County, Minnesota. REVISIONS BY PERCITY GRG 03/30/2006 U 0 0 N M U3. ED W Q I ?� W/�/ I L O LL m a� U) o S 00 �y 3 m4 '4 DRAWN GRG CHECKED DBP DATE 2/01/a8 SCALE A8 SHOWN JOB NO. 5455-009 FILE: PRELIMINARY PIAT.DWG SHEET PP1 OF SHEETS Z L O OO Y w� a 0 z O Za- O O Q m W I.tJ W J CJ G >Q> >0 W W J2 C vi DRAWN GRG CHECKED DBP DATE 2/01/a8 SCALE A8 SHOWN JOB NO. 5455-009 FILE: PRELIMINARY PIAT.DWG SHEET PP1 OF SHEETS } I l 4 I HAZEL D BURTZLAFF LORRAINE M COSTA LORRAINE M COSTA 9117 MANNING AVE N } 12120 DELLWOOD RD N 12120 DELLWOOD RD N STILLWATER MN 55082 STILLWATER MN 55082 I STILLWATER MN 55082 I = I DELLWOOD ROAD I o� 818.50 (STATE HIGHWAY NO. 96) I \ NORTH 60 30 0 _30 60 120 J SCALE IN FEET ff Q DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: i I NOT TO SCALE I Being 5 fat in width and adjoining lot lines, unless otherwise indicated, and 10 fat in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. ,I �J, i 12X KR + / W + 172;?� �z 173 ,.� f0m. 171��r OD �t ++ 17 J o .22st:d +��s%a J5 171 7 e0L-TH170 IIf B 01 2awnIA— 1� 13s 178 4 i ! ry� I e�r.:.*i69 .0" „9 179 dl ! t— ti4� ;5 TU NSE Ser O 1 1 SER7ACK��1' 1 1 {9-168 ` - —T �- ci TQR GAR to ♦ . r }1.� 61 $ s 1>9 • Y � 't n,5ea.a�� 1 ± \ n \4 •lb ".1 NORMAN LEE BUSSE I W 12320 DELLWOOD RD N 40 N STILLWATER MN 55082 — --- — _ o _ — NORTH N N 89° 46' 55"E 1611.76 26 ti I WETLAND � 69 WETLAND BUFFER � OUTLOT oL K 2e5�rse.4x N A�� R=475.50 Jp iK v V•5 � R=400.00\ a) 187 Nl.wG 610 40 25 25 25 40 264N 63p 62 61 260 � 40 26 om. ero.a. om.. a m.. 40 26 25 26 40 z1s j 25 125 1 31w 1 R-500.00 R -400G0 s9 255�2..51 �� aw�a R.500 00 34 3999 26 440 N %l;' *N (�2m • H Lu�N /pr• N e#wa t�K a em wr. e"m :." 40 26 26 N N 40 -- — 7r DRAINAGE k UTILITY EASEMENT H OA OVER ALL OF OUTLOT J OUTLOT l PON[ 209 Ob •� 05 Q t8 204 iwYn w \ •� SEE SHEET 5 OF 7 SHEETS I REVISIONS BY PER CITY GRG 03130/2006 0 UC3 O Z� U) m vJ rn �Z m a Wer �& m Q0 U v1,k�Ok3 O�gtidP DRAWN GRG CHECKED DBP DATE 2/01/08 SCALE ASSHOWN JOB NO. 5455-069 FILE: PRELIMINARY PLAT.DWG SHEET PP2 OF SHEETS Z LL 0 F - J Y 00 z 0 Q W 11J 2 J Q W J p LLI J 2 a c/) v6 zi DRAWN GRG CHECKED DBP DATE 2/01/08 SCALE ASSHOWN JOB NO. 5455-069 FILE: PRELIMINARY PLAT.DWG SHEET PP2 OF SHEETS A w 6 0 N w w N w I � TIMOTHY A DWYER & ILUANNE MAJOR — DOUGLAS G SMI'T'H & DELMAR E & DORIS C T MARJORIE L STOKVIS f FREEMAN — 12444 DELLWOOD RD N I 12550 DELLWOOD RD N / MARK A & TAMMY A STILLWATER MN 550 STILLWATER MN 55082 / RO D S HEPPNER FREEMAN — 073 9TH ST N 12434 DELLWOOD RD N WETLAND BUFFER L - ELMO MN 55042 STILLWATER MN 55082 AY O 9 6 / 1332.55 \►A\' �J J S84013 39 -- NORTIH H Y - ((CcTAT R 6a 30 0 30 60 _ 120 (SHWAY NO. 96) SCALE IN FEET N (STATE Hl( EASEMENT— HOA A_ _ _• SEMENT— A 69 �- SITILIiY , �- A 'l Do ,0-(o so- 60 sDo DRkI`[ O - 60 WET LA D (� X60 _ `I- I �^ t r` O'LOT ji N 6G� 6D n at I f '�L' ~``' 343o j r q ea - �--• 14 U0U ,EI I I /-,AO 34 AINAGE •I! l I I I �A - `[�✓�1!p"AI 67p Ks ,3,815 q. 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Z<7 �M� 62 �p6� �?4 Sy .7V \1 $ r - _ { - aS 9Smq.x h sn 3p _ . ,}1I I n� 247 Or 1$Ytd p.0. i� .OSf T6.4 Ny e.631 TG Rtrf 032itew `� 47 t �i 1 O�l�diw 30.E 078 eow lT Oxi 3ww 1 ]�>% 2 6 8 G -- L °la F6+ ys - r 49 48 1 f.��� 50 N -• , µ _ `� 1� 50 + i `+ 24'0°�.R, i ib 25 25 ., 'oma p DRAINAGE & UTILITY EAS ENT ^ '� - ig5 ,. ,V 1}!,3 '1 t 'I. s ,''• 6 '�`-15 Fr. N 53 *' m:`.. 99 y 245 OVER ALL OF OUTL07 G \• 1 R 11 �+�•' �fl .`j t.�SEWAat w �� 26 1 f.�4 I PO IL 9ae�d.p _ 2e t NWL-896.0 I fri 1 1�f^l! s jC aq r1jr / f J �I 25 P, - 8 8244 9 ` HWL1900.0 N dee 1>� 28��\ wI ,-.....243 Fi +wF T j N �6 q i 42 j �°' J - 27 ey m I �.,, � N N- N R N J OA �}' 7A I m 240 s -- 34 _ - °�Or ' e err -1 P ,6 E OUTLOT ,�.=2309y �, J ---2319 M1 4. t AG 96,06 q R ty 232 m mw238 pg ; � r3B lg= 37 r i z ' WETLAND 4 p,1233 ry az + 11 `j 3.6t AC,�h 62 f ;34g 1162 34 s 14 ifS ' ...2354, ' " \ f j 175 d'P°`a.. ' I a 4 1 L� _ /' • _ EDGE O'� 8�� . !• . _ _ R !aD � 7j \ 7 f 13•„6 q.R - I f1 N i Jy n oaa.d.. n a.o_ i.. Ba C ' - ,•,, . (SEE SHEET 6 OF 7 SHEETS) r PON N .0 HWL�l00.0 - -� DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT E (SEE SHEET 6 OF 7 SHEETS) REVISIONS BY PER CITY GRG 03/3012006 el DRAWN GRG CHECKED DBP DATE 2/0+/06 SCALE A8 BHOWN JOB NO. 5455-069 FELE: PRELIMINARY PLAT.DWG SHEET PP3 OF SHEETS 1 Z �<_o UC, 9 WZa: F- a Y WN Z � J 2 0 , ^Lo r— '/'� v, cli� °1 �o W O iy m Ld N fn V Q I in•J Wx W Q rU=)^ vi 'AWT' Q 2� �o Qu) 4ilp S 8 34 w¢ y� vo el DRAWN GRG CHECKED DBP DATE 2/0+/06 SCALE A8 BHOWN JOB NO. 5455-069 FELE: PRELIMINARY PLAT.DWG SHEET PP3 OF SHEETS Z �<_o LL O� F- a Y Z z(L 0 O Q Z m W �N J Q W Wx a0 N W N w � v rU=)^ vi el DRAWN GRG CHECKED DBP DATE 2/0+/06 SCALE A8 BHOWN JOB NO. 5455-069 FELE: PRELIMINARY PLAT.DWG SHEET PP3 OF SHEETS (SEE SHEET 3 OF 6 SHEETS) _ 9208 MENDEL RD N -STILLWATER MN 55082 I I z_ 00 0 O u I 00 � N - RICHARD GARY & SUZANNE JOHNSON - - - RICHARD G RIEDESEL 9097 MENDEL RD STILLWATER TOWNSHIP 12868 N DELLWOOD RD STILLWATER MN 55082 589044 35"W 664.87 W N O H W x Ld A m E Q m 0 -IT G y �OL_ae 1,01030 p R I' R3.B9 eaas % DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT F �ya,t,a a DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: { I j` o 1 ---i-- ---� -- 21. NORTH NOT TO SCALE 60 30 0 30 60 120 Being 5 feet in width and adjoining lot lines, unless otherwise SCALE IN FEET indicated, and 10 feet in width and adjoining right ofway linea, unless otherwise indicated, se shown on the plot (SEE SHEET 7 OF 7 SHEETS) RICHARD G RIEDESEL 12868 N DELLWOOD RD STILLWATER MN 55082 (SEE SHEET 3 OF 6 SHEETS) I I I ' KATHLEEN M & ORVILLE D JOHNSON II 8820 NEAL AVE S'F1l_LWAT1iR TOWNSHIP (SEE SHEET 7 OF 7 SHEETS) REVISIONS BY PER CITY GRG 03/30/2006 DRAWN GRG CHECKED DBP DATE 2/01/06 SCALE AS SHOWN JOB NO. 5455-069 FILE: PRELIMINARY PLAT.OWG SHEET PP4 OF SHEETS Z LL 0 01-- W a o zW Q m �0 J_ W Q W J W W J0 J 2 CO vi DRAWN GRG CHECKED DBP DATE 2/01/06 SCALE AS SHOWN JOB NO. 5455-069 FILE: PRELIMINARY PLAT.OWG SHEET PP4 OF SHEETS (SEE SHEET 2 OF 7 SHEETS) \ Y ,I ��a ♦ 18g a'`" g ♦ *� �'g1q� fes. s \ ( 2 OF 7SHEETS) 189 / 589.98 N89046'55"E 137. 4. tik/� - \�� �/ 164 `. y,._ l� 190 wM a. ." \ 199 wn `` 6 a e taa.a. J0 151 EDWARD A & GLORIA A / 1 1 �^ �,f'..%f ♦♦t 'F'`y'`'r * '>' ^- rs� 19 re`�''oc..«. * trQ �0 022— 0st aaae `~ mry »: 198 ..... oils ♦' 163 ' r, /' \ N 12070 87TH STREET CIRN > I / titu.4.i f "° s ^♦ �f/ •,,! i n STILLWATER MN 55082 `` ` ! x ± �`` �Y {�:♦ ` 0.te�.. �+/y ,t�4 v *� 194y� r�f`YA+e16�. J % v ` J ♦2 Yg5 R / W� oeewae� /f� 10UGHRTY \ N PO A Cyt O(1 Y v X T`lL ` '�6 X9 �A'� // •� w ✓/ 161 ' 197 /� i53'a`In STREET ClltN ND 4N \ . /C vv� 7JIea.4� f� •`'ti \ d �^' // ?� CER MN 55062 \ (mit. c,� I , ` `. 6 h/ a.t:.,e. f ♦ ,'k 30,., //. ��Orwtt _ ,.� uwwi �F o % h 161►f \ ti f . 001_ \ ♦ ♦ f v ` moo. f 71 \ \�_ _ •~�--� \ QyAgCF. f qSq FT. HSE y ate s. 1 ticf DEBORAH AVANDERVEER•"._] J. QT - ( , �/dlt+t7. GISN.,I `� PO 155 '!\�` �/� NW 1 % 12090 87TH ST CIR N ` f ' /� / \ j 9 T \Sp \ IT l St'>itdGC "- { ' am - 1 , � '`/ HW �•�''� / STHLWATERMN55082 ry _ % f� `- 157 156 erszw.n 1 N e.20 027 wfa t N 02l \ �/V � / "`-� �1_� \�' �� `-.Bdt �� �--.•_ 106 r WARD L & MARY M SIMON- \12110 87TH ST N INFILTRATION / STH.LWATERMN55062 I _ \ \ \• \ 4'� FILTRATION BASIN #1 900-901 mp w n COM— STEVEN nese.. STEVEENC & SHELLY A - `• '�- • \ �\ j Or J12ENHTHSTN r' ` ti f iY c BTILLWATERMN55082 / � �� �� {.�- � • ' ' - � \ --: J,�. _ - - �` &.,c�. / BYRON C & KATHLEEN E — / MAGNUS N _ _ / 12170 87TH ST N so / STH.LWATER MN 55082 / S+ ! A - - - - - IANU BUFFER w / DSR / ROBRLUNDELAMELA J i 92 9 / 12200 87TH STN 0 _ / STH,LWATER MN 55062 w 1119 / I 299 99 DAVID J & CARA M WEISS ) .,. 12230 87TH ST N BROWN'S GMK STILLWATER MN 55082 / MITCHELL & DIANA LBINFORD 12260 87TH ST N / STILLWATER MN 5082 1 V/ / nQAINA Atdtt=M(XASRM MARh"SHOV84.=S- y�— — — I ` — —el. — — NORTH NOT TO SCALE fi0 3D 0 30 b0 120 —' —1 Being 5 &et in width and adjoining lot linea, unless otherwise SCALE IN FEET indicated, and 10 fat in width and adjoining right ofway lines, unless otherwise indicated, as shown on the plat (HEET 6 OF 6 SHEETS) (SEE SHEET 6 OF 6 SHEETS) REVISIONS BY PER CITU GRG 03/30/2008 U� 0 Z� _ a rn V/ C Z 1.ls m Lb K in H O VJ � af�OVL8 8 4�1 3 3�,Dh'3 J" OES` DRAWN GRG CHECKED DBP DATE 2101/06 SCALE ASSHOWN JOB NO. 5455-069 FILE:. PRELIMINARY PLAT.DWG SHEET PP5 OF SHEETS QZ L O OO F- Y W az 0 Zo Z m W U J Q W �O w J = a c vi DRAWN GRG CHECKED DBP DATE 2101/06 SCALE ASSHOWN JOB NO. 5455-069 FILE:. PRELIMINARY PLAT.DWG SHEET PP5 OF SHEETS W 0 w N R A T w N n O w _. � !_• of � JL=tlALII :� (SEE SHEET HEET5)Y$ -_ 53 f 150 ` 149 so 214, �t _ S . yrs r I 1 1 f �b _ 'o �0 � j 130 ,6.,468.M1 ^I 131 03 �N r 129 ? r--._ ! ,B.BBBq.R 036� 132 J ear 11 f1B R6 125j � -_p ,,,a7q.e. L aar I hrf �!� -� - / OTa f^ 2z yr SE ~~I;i + + 148 r s3 5 � j r ° n 128 )ND#2C I ,Bpgq.R r IL -902.0 1 oz4.a.e r a�E JL -904.0 !1 i yJ3 IL J I —, 1 r r j j r 147 r 0� I I 1 11 3R It f nl r' 127 t 1 r� oze.aae j 1 Lr B'o2E'ear'� J 50 30 j 111 .S140 y i s,-22 rr sFI NWL-903. ,z, 126 } pv 1 } HWL-905. 4 0 20aar t 145 s� - 125 \ ,P.B4B q.R � ' 1 7 ti ,2,734aB.R 036 atlas i 026 — µ, \ ar e _ 144 4 J 'o�P.aq..'R `• 143 f „ i ! 124 \ \ 43a. ,B,I1q L "` )f J 141 om14,72 \ 033" 4:a R J J V ! } 4om— RSMr `. 57 133 I it 134 `$ J14 FT. Aw 138 63 �9� ,�. ,1306 q.n / \•. o36aaae f \ '`�>.. V \ VV `\Y p a OUTLOT H -10 r46.135 u oL_zie Rr 3 103 ado cme �k cm PARK 102.314 �,M1 ���� (SEE SHEET 3 OF 7 SHEETS) NORTH 60 30 0 30 60 120 .SCALE TN FEET M2iij 122 /) _ �,a� �` /? </ 112 , ` _ r �R 68 B q.B. 1 �''— ///�„ 121 s+ �`— �10ns,t.:+ �� 120 ~ � `�-�'`' �,� � - _i` ya'2 � ° `• �`\ � i `�� ---1-4 � 1,.706 q.R , . �� . _ _ - �- _ • �. / f ' `.� (°W � f 119 �' % ll ,t•-. � _ - . _� �'J$ w B.B72 qua ~ / V \ J '�. R-55800 {{ on r - 1 50.00 4} f 10 1 (� T8 f ! - •��I� j 118 i f 113 �\ 7BAB6 qAL r � � � Vl •35- 4;m— ii ---� goo _� . j 's " CJI "nom ae.B.e 109 ;- J I m �O,c --_ 3J 117 I o o3.gaset y�1 f 'o:marraR f22 r npr f ~' m ` \ 116 115 , 114 c,l U I ��, 108 107 22 Fr. HSE �'�` • \ I i I t3.720q IL 7}A L SE ACK \ \il.' lY�.} 13�73,q•R 1 1 1�.p.F, �I ♦ \\ol d'• f oat .gym. �' amvr �1 .Q 831.�sr oa3 ease p 1,54 \ ` l • - 837364 qCL-ZrfR ` L,ti -�J1�1 IAO HOA P196+larr —OF 8 3,36 Bar 9 `. \" J I\ i 91, A06 —,osJ ,—i�---- \ � 6 409rsJ UTLO ~ 2 r g -� Ng ORA,NAOP 4 02 \ L ------- ---- _ f I _ N89051'09"E 477.80 (PLAT 471.69) — L DAVID K & AMY L MODEN�T�>� I vi - I 12350MCKUSICKRD - � 11 f, STILLWATER MN 55082 I N u7 ` - • - - - - - �" `- i IV 1k CAROL L & ROBERT T WALLACE J & CHERYL A rn _ R r RUTSCHER RALEIGH Oj / I T J `� �• Io- V� Y f+. \ I \ I 50' WETLAND BUFFER 3 12412 MCKUSICK RD N 12480 MCKUSICK RD N STILLWATER MN 55082 I - _ _ { STILLWATER MN 55082 N v , (, _ _ - - �, - - s ♦ - - - J _ - _L_ IV I \ I . ♦ WILLIAM C GARTNER & _ C, (K� c BROWS C EEK - - CAROLYN C PHELPS 5750 p7'L 1 "`' N89056'54'E 266.9 12670MCKUSICKRDN - • - - • F- 0 I 20142'4,5- 1 "�� 1„� *' STILLWATER MN55082 ♦ _ _ J G PAULA&OWENLT ♦ AN7 STEVEN HUMARY M LTZJEEDGE `� l f LA JOHNSON ! ANDRAKKELZENBERG 12590 MCKUSICKRDN CHARM PRCOIusl STAN�57 05,E,5,3 OF w +T Ik I 1 12550 MCKUSICK RD N 12550 MCKUSICK RD N STILLWATER MN 55082 8 1 %'0¢.. NO 1 STILLWATER MN 55082 STILLWATER MN 55082 12630 MCKUSICK RD N E REVISIONS BY PER CITY 0313012M6GRG 6�/aos U0 � 9 Z co �z C� ga Q m i 3 w a m Q U) 0 U) F �4a�yORS s���Z s. � 3 h DRAWN GRG CHECKED DBP DATE 2/01/06 SCALE ASSHOWN JOB NO. 5455-069 FILE PRELIMINARY PLAT.OWG SHEET PP6 OF SHEETS Z LL p H O pH 0O w zIL IL (Y Q Co IY O Z J_ W Q W w J2 a vi DRAWN GRG CHECKED DBP DATE 2/01/06 SCALE ASSHOWN JOB NO. 5455-069 FILE PRELIMINARY PLAT.OWG SHEET PP6 OF SHEETS (SEE SHEET 4 OF 7 SHEETS) 888 1 R 1° 1 W DRAINAGE & UTILITY EASEMENT N OVER ALL OF OUTLOT D W �4 ■ I /f _ y � ,h, ` HOA _ OUTLOT _ DA 26 145 II fi ' 1 21.261 q.R ,7 1( _ j\ r \ .026 W.R { I 0.A eds i J ` .39 1' k 674 I I 75 l r'o„'a'n�%. f, 14983 q. R 0.33 eau _ � 7376 l� zv -� —150'OHW 787.tlt] ,6,Bs3q.n �� /`•. E.... r c�6. ,_._. SETBACK16 �j f u,ese q.R - R.� :} �.77 72 � ! 691 sues �` %,6.,38 M1A \` 1.. \ \ ! \ • J' I 0 _ { j 2? f71 \ FT ,3.987q.n 1 SETBACK --y, R. 1 I aa.aqun moo` 3 B 7U S 69 �; - /�♦ R ?a i 100 �1{j I i^ r / �4 ` ♦ 101 1, 356 q.M1 y tsJ l T 04S q 4 o2a.ae. u l r i o T_ N R y031.a�veRx /.� O \ 78 // \ D \\ `{'e.a7ae4+L�- l ry,►� of 7 - (SEE SHEET 4 OF 7 SHEETS) I 4 I I ` I l Y NORTH 60 30 0- 30 60 120 1 SCALE IN FEET FREDERICK B & RUTH F 1 BRUNS 8790 NEAL AVE STILLWATERTOWNSHIP� _R NA_GF WD UTB.TCY EASEMENTS ARE SHOWN THUS: 9 1I J � I 5 I � I NOT TO SCALE 4 JUDD L CATES 8 5 9x6 in width and adjoining lot Mace, oaks. o0mrm. NEAL AVE l° "hod° am 10 &e6 in width acrd adjolukS eight of wap I= $74v STII 8740LWAER VNS![[P uW's oma i ocst4 mAhmm oo dto PleL I I II 038— _\ �!� i S89056'38"W 670.78 I { 1FnIr8Aa /' / `- ` I 8r / 61 100 35 37 DRAINAG7< & U EAliOmHyl 97 i 78 ^i F 96q—c 17 DY7"seae f/ \ \�\\ / / '0267arne M1 ✓f 7•� ' / %I I ! i fmznn R. 102 # i --� �k - 14 \ 33i 15,707 q.a, y1 k \ ,,,698 q.M1 p[M ,0,676q.R ,9,4„q.R / �{ 98 \ �+.. �- ,1.610 q,R 026 sur 1 1� 02Asa.. I 0.30 euae �} y J� \. 10.781 eV.ltj� -ry f p ' `} ..1` '@ p I103 I\ i 'IZ—L\ \ ! S /,3�4,BgR i 4 y 1 ,6O,Oe9v� 02fisau vi O$ S6 � \ 1 ,�90� f j \ Ba wwf 81o9o.ae. I 1 / o31.a.. ►i ( 84 f 3t ftp 8,' OS82 I i 831I I_l_.ti�,97 `f` j w 3o 1r�_j104 1 i y ,�� _ I _i 7— -- ,Jk —�— 1 t2Ja6q.a '� I � �`+ 7 \ 'a�.aq.'n ✓ 1 �1. }.d' � I �— S 105 {, a2,.v., / 1 \ '✓' -. �, 8 Jrr \ % . �� 'R., , �� , 4 S �, rM . ..I l 13.122.9.R`,,�f R7 'F Rw54Gt00 ,. 11412�.+4L i 1 B36eae. i � �, �, g$ a 'Y' •ref \ \ 'r 96 `3i n ;9i ..i � "-1{ � .4 ~ ti oO I 032.ae. .% RD. A M INFILTRATION/ 1 FILTRATION I tteos f�BASIN #35 86-89 0 POND#5C 0i27 crurse 89 CITY . a 9 88 °NWL 896.0 91 gt,,41� 3n q•n300 HWL-900.0 4 XMAOC 92 .32aOULOTOL_T8 C op93 ,a.zq.n W ,zes,eq R Z � o26.ae. Rs I 2.90 saes \� f DRAINAGE & UTILITY EASEMENT I I l 11 OVER ALL OF �°'' 38w x...89 UR&IhfA � �. �. OUTLOT C UTILITY4� -T` . -30 ,7 2 B2m 81 1 8t B1 99 N89049'31"E 1001.72 f" S8905638"W 664.79 RICKY L & JUDY L = JERRY B & BARBARA L MICHAEL R & CHERYL M MICHAEL R & CHERYL M o 00 �$ DAVID C & JUDITH E STONE CARLSON CONST SERVICES CARLSON INC 8602 12720 MC KUSSIICK RD N 127 0 MCCKUSICIC RD 12770 MC KKMAN USICK RD �1 I 12850 MCKUSICK RD N 8528 NEAL AVE N STILLWhTL+R MN 5 082 '.` STILLWATER MN 55082 ` STILLWATER MN 55082 STILLWATER MN 55082 { STILSWATERMN55082 STILLWATER MN 55082to - REVISIONS BY PER CITY GRG 03/3012006 ol DRAWN GRG CHECKED DBP DATE 2/01106 SCALE ASSHOWN JOB NO. 5455-069 FILE: PRELIMINARY PLAT.DWG SHEET PP7 OF SHEETS Z LL p O O F- F— Y W a 0O z� Q Z M J �O W Q W 5 �p W W J2 F- v6 ol DRAWN GRG CHECKED DBP DATE 2/01106 SCALE ASSHOWN JOB NO. 5455-069 FILE: PRELIMINARY PLAT.DWG SHEET PP7 OF 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) A) roved 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 Use - Attached single family Building Height — Max. Garage Height — Max. Lot Area Per Unit City TH District With Special Use Permit 2'/z stories and 35' I story and 20' 5,000 sq. ft. average Front Yard 20' residence 25' garage facing front 20' garage facing side Side 25' Rear Yard 25' Between Buildings 15' Approved Millbrook PUD Request 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' Comparison Between Approved Millbrook FUD Re nest and PreliminsELPlat Amendment Approved Millbrook PUD Reguest Preliminary Plat Amendment Number of Units 98 units 98 units Footprint Area 988 sf 1,088 sf Width 26 ft 32 ft Depth 38 ft 34 ft Preliminary Plat Amendment 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 P1L�LIMINARY COPY ry � 1T%r TEE H..ElltG05 vd' r b I'mA \� \� - SiA ]x51.11 uM1'5' t F744 - 1 h STA 1• W GL CL 91B 5C , CL G aa�* ti 81i I; GR 1 r ^ - � -` _ d #w ET ,ns •. � .^i - Ir � R. � � 1t8 L_ � � 'S� '^y av- 'n 1 8 _m a I I r 1 ;� E Z 7 k 2 6 2 9 2 y �- ar 7 o� 5 i SLA 919.2 v Tb 1 1 ' ' u 5 4 , sLna 1a,7 3�,.� 6 -SL�rs 8 I 8 w �/ t7 ," 4 s x Al 1,W 5iJA 4 7 [ 4 1 4 y ` m O l ] x 1 k 3% Id 9� @ImAB. 1- -1 to �` ,, l tla% 29x � lll^^^ m s7 M 1 is m1m { 7 1 - 5 6d sn 2 3� m L » / ♦ a 8 L4 L17,6 it .a°0 m� �'\,< 3 g+ � fin^ ■ .1, �- 7 6 5 ` Ii 9EOF ) 2 yr -908 10 yr -909.63 d \ i\i\1 {ea>o �V Br 100yf•910. sa iii )I v 91 9w2o + eFsra. 1 NO f LO '1 4-1 �e O aT2 - %�, 8' 3 I/ 6 • p 1 r m r r i s z Q, NORTH ALL �.7/ r/j 609 0Y 1\ ° r fZ l�i� r� 5 ! oY I rO OR - 909.2 `� •� - / /, / �' �f 3 50 25 0 25 50 100 OKE E14 O SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE +' Rh;vC-�-. '''ggg/ Kf W wti,. 'f, !WLi.• CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING / %J4. �. $ /'+I °A Q,g� `� / I REEBY CERTIFY THAT SUPERVISION AND THIS PLAN OR AMA SPECIFICATION WAS PROFESSIONAL ENGINEER UNDER UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY *. f I , �i' 2 yr -900.96 + T WS OF THE SUPERVISION E T AT I AM A D AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ` 7% / 6p��`~ 2 yr(NW L)-902.40 A. AND ALL EXISTING UTILITIES. S H _ j °s 10 yr -902.44 f °! RATE 01-"2/07 REG. NO 26147 0 U� 0 Z� L N V Z V ~ MW W Q W o 2m ~ o Q� � o J��wRO¢s 8'69�� J 01 h y 2 �f°N3 DES�G Q ~p O W fn Q Z J W/QZ_ no LL z � IL W O W fn LL o Q F- W Q m w -j0' r- 01 DRAWN NRH CHECKED OLS DATE 01112/07 SCALE AS SHOWN JOB NO. 075 FILE: 5455-SHWT SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING FUTURE DESCRIPTION PROPOSED EXISTING FUTURE MINOR CONTOUR STORM STUCTURE LABEL L7 MAJOR CONTOUR SANITARY BTUCTURE LABEL 3 � LOT LINE - - - - SANITARY SEWER MANHOLE �_-- WATERMAIN WM WM - - -WM- - - HYDRANT •-YJM - �_ -WM.- �- BUILDING SETBACK BOUNDARY - -- --- -- --- — — — - - - - - GATE VALVE -WM �6 WM— -WM 9�9 WM— -WM- �9 -WM- - DRAINAGEANDUTILITYEASEMENTS ---a------- --------�--- - -• - - .-. DRAIN FLOW/RUNOFF ARROW CURB AND GUTTER -- EMERGENCY OVERFLOW SWALE RIGHT-OF-WAY SOIL BORING LOCATION {� BACKYARD CATCH BASIN -;j)� �- �� - SILT FENCE CATCH BASIN - TREE PRESERVATION FENCE - -- - •- - - - STORMSEWERMANHOLE � ® � - SPOT ELEVATION ,yBoo %egp,o %g000 FLARED END SECTION W/RIP-RAP TBC SPOT ELEVATION P1L�LIMINARY COPY ry � 1T%r TEE H..ElltG05 vd' r b I'mA \� \� - SiA ]x51.11 uM1'5' t F744 - 1 h STA 1• W GL CL 91B 5C , CL G aa�* ti 81i I; GR 1 r ^ - � -` _ d #w ET ,ns •. � .^i - Ir � R. � � 1t8 L_ � � 'S� '^y av- 'n 1 8 _m a I I r 1 ;� E Z 7 k 2 6 2 9 2 y �- ar 7 o� 5 i SLA 919.2 v Tb 1 1 ' ' u 5 4 , sLna 1a,7 3�,.� 6 -SL�rs 8 I 8 w �/ t7 ," 4 s x Al 1,W 5iJA 4 7 [ 4 1 4 y ` m O l ] x 1 k 3% Id 9� @ImAB. 1- -1 to �` ,, l tla% 29x � lll^^^ m s7 M 1 is m1m { 7 1 - 5 6d sn 2 3� m L » / ♦ a 8 L4 L17,6 it .a°0 m� �'\,< 3 g+ � fin^ ■ .1, �- 7 6 5 ` Ii 9EOF ) 2 yr -908 10 yr -909.63 d \ i\i\1 {ea>o �V Br 100yf•910. sa iii )I v 91 9w2o + eFsra. 1 NO f LO '1 4-1 �e O aT2 - %�, 8' 3 I/ 6 • p 1 r m r r i s z Q, NORTH ALL �.7/ r/j 609 0Y 1\ ° r fZ l�i� r� 5 ! oY I rO OR - 909.2 `� •� - / /, / �' �f 3 50 25 0 25 50 100 OKE E14 O SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE +' Rh;vC-�-. '''ggg/ Kf W wti,. 'f, !WLi.• CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING / %J4. �. $ /'+I °A Q,g� `� / I REEBY CERTIFY THAT SUPERVISION AND THIS PLAN OR AMA SPECIFICATION WAS PROFESSIONAL ENGINEER UNDER UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY *. f I , �i' 2 yr -900.96 + T WS OF THE SUPERVISION E T AT I AM A D AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ` 7% / 6p��`~ 2 yr(NW L)-902.40 A. AND ALL EXISTING UTILITIES. S H _ j °s 10 yr -902.44 f °! RATE 01-"2/07 REG. NO 26147 0 U� 0 Z� L N V Z V ~ MW W Q W o 2m ~ o Q� � o J��wRO¢s 8'69�� J 01 h y 2 �f°N3 DES�G Q ~p O W fn Q Z J W/QZ_ no LL z � IL W O W fn LL o Q F- W Q m w -j0' r- 01 DRAWN NRH CHECKED OLS DATE 01112/07 SCALE AS SHOWN JOB NO. 075 FILE: 5455-SHWT L7 W:\5455-075\DWG\BASE._D WG GP1 OF GP2 SHEETS RESTORATION AND EROSION CONTROL NOTES - 1 . CONSERVE AS MUCH EXISTING VEGETATION AS POSSIBLE ON SITE. 2. THE DEVELOPMENT SHALL BE PHASED AS MUCH AS POSSIBLE TO UMIT 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 UTIUTY 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. B. 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 TILLING TO INTEGRATE THE TOPSOIL WITH THE EXISTING SOILS. 10. SEED ALL DISTURBED AREAS AS IN ACCORDANCE NTH MNDOT 2575. SEEDING MIXTURES WETLAND BUFFER SEE MIX: MNDOT 325 0 84 lbs/cc STEEP SLOPE MIX (Temporary) :MNDOT 150 0 40ibs/oc INFILTRATION SEED MIX: MNDOT 328 O 88 lbs/ac TO BE PLACED FROM BOTTOM TO THREE FEET UP. MNDOT 350 0 84.5 lbs/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 120lbs/ac ALL OTHER AREAS: MNDOT 250 70/lbs/ac SPECIFICATIONS. AFTER OCTOBER 1, 2006 USE MNDOT SEED MIX 310 082.Olbs/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 CRITERIA - 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 ELIMINATE 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, 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 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. BIT. SECTION AS FOLLOWS: --J 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. VARIES r, CONC. WALK • SIDEWALK SECTION IS 4" OF GRANULAR k 4" OF CONCRETE •• ALL PRIV. DRIVES ARE 22' B -B NOTE: SEE PROJECT PLANS AND SPECS FOR STREET WIDTH, CURB TYPE, AND STREET SECTION. STILLWATER TYPICAL STREET DETAIL #40 9, 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 STTE, AND AT LEAST WEEKLY UNITL LAND -DISTURBING ACITIVITY HAS CEASED. THEREAFTER, THESE ITEM'S WILL BE ADDRESSED AT LEAST WEEKLY UNTIL VEGATATiVE COVER IS ESTABLISHED. THE NPOES PERMIT ALSO REQUIRES THAT INSPECTIONS ARE PERFORMED AFTER EVERY RAINFALL EVENT GREATER THAT 4" WITHIN 24 HOURS. PRELIMINARY COPY COLONIAL MANOR HOLDOWNS FINISHED GRADE PER GRADING PLAN GARAGE FLOOR 6,0" TOPSOIL V BELOW GARAGE FLOOR CURB SOG - SLAB ON GRADE 0 +A 5p• MIN. 2' hWkf. - 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 geotekllle fabric may be used under the rock to prevent migration of the underlying soil Into the atone. ROCK ENTRANCE TO CONSTRUCTION SITE 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. H1. 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 12• AROUND THEM. 7. CATEGORY 3, TYPE 2S WOOD FIBER BLANKET TO BE PLACED ON SLOPES 3:1 OR STEEPER. 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, STABILIZATION 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: N1RE MESH RDNF. -GEOTEXTILE FABRIC STEEL POST FASINC ANCHORAW TRENCH. AT B' D.C. F -,.-,IL W rwpEB NAMtAL Tmvf37 NATURAL fiR1NtkF 6' MIN. k b OPTION 1 OPTION 2 STILLWATER TYPICAL SILT FENCE -HEAVY DUTY (#42) 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 TYPE OF SLOPE TIME MAXIMUM TIME AN AREA CAN MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW REMAIN OPEN WHEN THE AREA POINTS IN ROADWAYS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. STEEPER THAN 3:1 3 DAYS IS NOT ACTIVELY BEING WORKED) ALL OTHER SLOPES 7 DAYS EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. T7HAFWS OOP THE STA E pF MINNESOTA. rs✓fIJ_. PATE 01112/07 REO. NO 28147 REVISIONS BY Q IL Z Z O Z 2 W W H J 0 W Q Z 0. Z _ W 0 W Y �w cl) QH W �E _j 2 J � m F_ V) d C G DRAWN NRH CHECKED DLS DATE 01/12107 SCALE ASSHOWN JOB NO. 5455-075 RF: W :154 55-075 \DWG\ B A S E. A W G SHEET GP2 of GP2 SHEETS JL) -896. 896.3 62 r-897.24 jWL,-897 0 13 hTI-AAVURV$CjQ%"M WATER ACAV!EER SmiNrysery ,,shall be iminlled Nrea feetdawr4camefth,,W rA. The serviceiWgshell,ermine(, Ill feelbeyovd dle PIPI li T, he,. N of Ne ami.& f2 service sib shell be lav festal The property live orhavea mii— h lbe—T 11% Seeilery services shall be covstrucl,d with 4- PVC SDR ]fi Service, mom Nov loo f- flea Ne mail r Ne b.U&, shell be PrWe" with a cleavout veer rhe rLyt6tlRwry Ww Wal„ wevic,e. ,Atli M R'.r IR Nm etefcr Alis lkiU They shell vat be iesmll,d ueder driveways, yr under abh basis Water—ri— shall be set a mieimum of two feel below sly ,love sewn pipe, RNi, cal all be achieved The mmi,e ah,B be h,aWeled WE service curb boaw shell be low led on the property INe Alae -fav, tail shell extend Rom the curb boa The lop ofthe box shell be se( N pmper grade with the ex-aio0 at the midpuNL Waler—Ap shall b, ieslalled with a minimum depth of cover.fsevcn and Doe -half fl S:iY1TA8Y AROSTORAI SMWKR [oSm, mljlOY Pve aureRws Type erpiPe mrrmimy eewmuw rmwdme bind ,,Pine mvo�Wm win me bum, oidm gMeeleveum ,hall mommlo me fagowieg dint Oram 0'�IS s 35 IS�ES €PAIy wamu�lau� erlld.eaiee rya R<I 1 l 3 4 WM1i SMAI:ti CU 8EL'CTLON 1 JAIA_ lir-}€ia¢i a}alt be iaw'id+A ig9' lh.Yi6ed, LI,1,,, �.6�da, or.i.er._. up.t•aayl t>•atlrcY..)yx List\ b,s,ep r W, r pheejrlu N V tl1 rla a+dm rhe AW,YA C tl h4Bfi rLblse.'atw.rJldMaa'btwml iY LBAm Ssao h:pe Mrrv,i/ G,9er.f.,ew1'ya ra,A.RY,Asara-va e.a bin rit.Cwlow,w,A.omad 1Btlz`eW" r6s rpa�.ze dAWWA CI IbWA'WWASI€IsdilWl rtl,e E50M Smidjolou Jilrud fr.Y.rL ®6�4yp tlry,Wemmi fm elemid woducRMry er0 r pmvidm fw u sed great All mmhmid andbb rrllhrve mbbm nicw�mb mAWW pumoolo g g A CII yam doeIn -1. .6 Mega -Lug US Pipe and oW m wimsmd p--xm le 46 of -- —1 lino Ape C®py'pae,.r Caaob SVSI AN E Ag hym abut le Wammu WD e) P. with Ir lollewbg rmui,mmb: e Hy—m wmrmagvebdm aTevmm.'eat. mry dW be�uippml dm lwn E -IR• momma and me0.1lE'sle�m cmomlom Ulla male minds ebW r h Wood glmdme Thad, h Hydm1 bade mtll r ma pian, nim • 16bd bmiuBhzdie gaga and Omged i W oo art mm two balm above me finiahM ®sale lice and wim • mmmmidjoim z®oedioo a lr hub me I tyd,mis sEW hrve m 8 0.fwlbvy. c All hydrmb rhdlhrve a siz-Ind mmhmid lobi ids for mmmdeg iW Diner,-iod b,md Pipe fiom me mein Throe shell r i sae Wvebda� rhydml rod me wain e lyd,ml Wmalog mm6®ism shell be provided Mm'O'sb6 w+ls Pmvmliog me ,Www ormoiame and mal r lubdded mmgh m opining b me opvelbg roam Ew.d cwllrn=m�eirm[ +erafiaa.arb,...l. L 1. r. rhe dm md.bzpe ermeupmabg ml dal � R W ed s�dw pmbgm nut p Hydml ®ul hrve pmmmml mmltio® srwiog: I) Mmu4clwdr � l) SILTY deem. gins pml y ■�. Munk ,max■ It ■1 w1m G:TeyALrEg PRELIMINARY COPY e velum shat r,migmt wedge ly¢ b rmNmm mA W WACs095pm5r�'me em hrve • womeB p,veum clx00 mL Tr gas Wve abut rue mmbddlobl mg mmalog a®w;m'O' eog rd, z twe ied (x7- ou, right Coe loll mus ,twin mebm¢, mbody: I) opm ImL'rrbg maw w ria ra rsrrn'r;F - � Z F— � x) mmufemuve o®e L W U) CVISNEv Cxynre—•a9s,hW b'AtW',r II.I Vim, IM [1 . •r,9rn.at sewtl M W z \ 37 p,maue,aiog 9)Yw ormmof .umreum eryrtrLtlemSemAU•.U'A xmL„a w•A Aw.W. Aad.1. �r o Q QQ cn W - 0O C J and AW.WA mppmewim Thad mgm �R � Gas valva bmm ehW bevmid Subao bdh fs, Yw,W a-1 {'wetrae.l4 L'IW A,or LM Rna rdw am uttl mr'„fmarpw„Yahr wr�A.wpmmLsfa t.€I Drava sod able6pPdb.e �eue,.la!rtIwlrir iemm. Cmh slop rbW be Mlm lir Prew fm mppmrmvim pipe IT,Tell mdmTaU., p ioMutll¢14Orisd m -a- dmigv wimmvvled and -1 be I "I—It IfYfpTA mud. 4rar,p+: .T T !` The emP bin shalrm¢Imsioo type wim aaiomry rod Minoeyolb Par¢, Bmm er0 hrvezg•edjmmml wim rob! tlm,m whin fiJlYmmdal Slee moo rhrllM Muell¢ f41g300 Fob FAll�30�5675R m ypvrd mint BP3B 71 HBt3E=BE0OS SIfrTEIIFLV VALVES Thelid rhW rMutllm,93l5meypmvM �d 1C� WreAy vavmdal mad lr,�ui�mreof ANS VA— 501 and sr0rdmipped WATER SE—PIPE All app¢ Whiog usW mrsmism shell b<onv rod mind ASTM IS gB fm S-- ,ate fml50puofwo,h'og prtame Trvdve rhW rdmt-y wim medmidjoim male. • o®-ruioa Wmaieg d®wim'n dm ad, arwn-iorA ('t'1 ,game mI and that Capp¢ am TO, T}'peKwRAnvdadl�m. epee 60L B,m¢gy loll must dow m me bmrmmbady: I) opm iodirlioS rnow ^� 3)amu! lerdeo®e OlYw ormeuf�ee 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 HE www WORK. 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. .Ie.IA je G:TeyALrEg PRELIMINARY COPY e velum shat r,migmt wedge ly¢ b rmNmm mA W WACs095pm5r�'me em hrve • womeB p,veum clx00 mL Tr gas Wve abut rue mmbddlobl mg mmalog a®w;m'O' eog rd, z twe ied (x7- ou, right Coe loll mus ,twin mebm¢, mbody: I) opm ImL'rrbg maw w ria ra rsrrn'r;F - � Z F— � x) mmufemuve o®e L W U) CVISNEv Cxynre—•a9s,hW b'AtW',r II.I Vim, IM [1 . •r,9rn.at sewtl M W z \ 37 p,maue,aiog 9)Yw ormmof .umreum eryrtrLtlemSemAU•.U'A xmL„a w•A Aw.W. Aad.1. �r o Q QQ cn W - 0O C J and AW.WA mppmewim Thad mgm �R � Gas valva bmm ehW bevmid Subao bdh fs, Yw,W a-1 {'wetrae.l4 L'IW A,or LM Rna rdw am uttl mr'„fmarpw„Yahr wr�A.wpmmLsfa t.€I Drava sod able6pPdb.e �eue,.la!rtIwlrir iemm. Cmh slop rbW be Mlm lir Prew fm mppmrmvim pipe IT,Tell mdmTaU., p ioMutll¢14Orisd m -a- dmigv wimmvvled and -1 be I "I—It IfYfpTA mud. 4rar,p+: .T T !` The emP bin shalrm¢Imsioo type wim aaiomry rod Minoeyolb Par¢, Bmm er0 hrvezg•edjmmml wim rob! tlm,m whin fiJlYmmdal Slee moo rhrllM Muell¢ f41g300 Fob FAll�30�5675R m ypvrd mint BP3B 71 HBt3E=BE0OS SIfrTEIIFLV VALVES Thelid rhW rMutllm,93l5meypmvM �d 1C� WreAy vavmdal mad lr,�ui�mreof ANS VA— 501 and sr0rdmipped WATER SE—PIPE All app¢ Whiog usW mrsmism shell b<onv rod mind ASTM IS gB fm S-- ,ate fml50puofwo,h'og prtame Trvdve rhW rdmt-y wim medmidjoim male. • o®-ruioa Wmaieg d®wim'n dm ad, arwn-iorA ('t'1 ,game mI and that Capp¢ am TO, T}'peKwRAnvdadl�m. epee 60L B,m¢gy loll must dow m me bmrmmbady: I) opm iodirlioS rnow ^� 3)amu! lerdeo®e OlYw ormeuf�ee www .Ie.IA je M,Ier B rot TLEneA iaAAet4P IIN- 1 H �;ypy1 / / \ dl 11 —..y mwm” 30 w � 4 3D' r 1 8 1 10� 1 10� E ! 2 7 1 sA 4 2 9 2 9 9137. "' $LAS 919.2LA 916.6 B s 919.6 A ° 3 68 71 6 5 3 8 3 4 g 4 IAI k 4 5 4 7 4 7 _ 5 6 6 5 6 ew weoew � 3 - 4 - -- 9 - ,817.6 6 I til \ C KK POND{pC + NWL-908.0 2 yr -908.77 10 yr -909.63 HOA — fi 100 yr-910.63011RtQOK 1 K, /I A— / rr 1r 12L J NORTH 60 25 o 26 so 1oa OND#2C –'i` SCALE IN FEET NWL-902.0 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY 2 yr -900.96 f II DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER 2 yr(NWL)-902.40 i I TI i WS OFSTA OF MINNESOTA. 10 yr -902.44 1 ;DATE 01117/07 REG. NO 26147 � Z F— � O L W U) Q W z a. —�Z� Da -w r Y w O o Q QQ cn W - 0O C J = J J CD c/) � . ��. �;. Y � ( f 'Y� � �' Y•! #• a .i� "Air" iJ' J. VII rl 41 Lj C y rt w � Y . • :..I tv r _ � sa _ e r Plant List JL) -696.2 896.36 Overstory Trees (2 - 2 z" ca) r-897.24 WL) -897- 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. Notes: 1. This plan is intended to be a supplemant to the approved Landscape Plan for the Millbrook Project. yi \20' z0 1 / t Lam• !I -`� •,r � �-z.. - 1 8 __ 4 1 871 e 1 8 i 1 1 1 10 1 r 1 10 2 3 I ! 2 6 7 1 2 9 I 12 7 1 2 3 w 2� 7 2 9 1 1 6 ;3F I 1 e 13 6 1 3 8 1 I ! I 1 3 6 8 7 6 S ' 3 6 �� 3 4 8 u 4! : 14 5 1 I ! ! 4 5 — — 1 4 5 4 7 4 7' I � PIRi�V. [3R a 1 asit -5 6 �g 614* s. 1� a `2 3 POND1f3C ti 1� qp �f J 4 NWL-908.02 yr -908.77 1 r 10 yr -909.63 1 H 4A 100 yr -910.63 OVER TJ QND#2C EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE NWL-902.0 I ` CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE FOR ANY •y. f �/ $ — Sf ' ` ` ,�/ E 2 yr -900.96 ' I AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 2 r NW L 902.40 AND ALL EXISTING UTILITIES. y ) I 10 yr -902.44 f I 1' 1 41 5 0 f iwo s r �r r m ' I n I � I \ I \1 L7>, T Izzl NORTH I 1! 50 2fi 0 25 50 100 SCALE IN FEET REVISIONS BY DRAWN _ NRH CHECKED DLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 ILE: W:15455 -07151D WOIBASE....DWG SHEET LP1 OF LP1 SHEETS i z� _ o z LLI C6 Q g� woe a. aLLZ Qa�� - Of o o0Q� z Q w �W¢_J O I— o m r _ 2 DRAWN _ NRH CHECKED DLS DATE 01/12/07 SCALE AS SHOWN JOB NO. 5455-075 ILE: W:15455 -07151D WOIBASE....DWG SHEET LP1 OF LP1 SHEETS I Wim W. +.+3.x.40• d dl.OActi .>1>E 41 �,i.O, p' Yst.i A� aao A 1;0. O'�ballfi�ait O p000apoawr�gia °56aoo oar,_ra000 � Metro Ijtan Townhouse Landsca Plan NORTH Landsrra Notes: Plant quantloes are shown at an average of 2.5 trees per lot In the neighborhood, and 6 pees per lot In the Glends10 h ne h Me7opotllan nthies I elude s 5 trees per lot In the Heritage and Interior tat bees. The developerwlli Install street trees and s in oul TheseThe nremaining treesill be installed by then builder In the Metropolitan and Herttage neighborhoods and the homeowner in the Glendalough nelghbod )cods. These drawings are for approval purposes only and not to be used for construction. See engineering drawings for grading, utilities, existing conditions, tree removal and groundoover treatment. Tree placement subject to change per utility location. AN utilities to be field verified. Irrigation method varies per nel©hborhood. Metropolitan nalghbOrhood will be collectively spray Irrigated with the system maintained by the Homeowners Association, Heritage netghbhorhood will he spray Irrigated with the by the Homeowner's Association. In Heritage each fat will be a seperate zone and each homeowner witlsbe kid Eviduatlned yMaIntaibilled for water use, Irrlgadon for Glen dolaugh neighborhood will be the responsibli ty of the Individual property owner. I l r I I I I I I I � I i I r — — — r I I I I I , = I. I I I I I ; I I I � t S IA-- — — ' — — — — I — —,- I rr I I I I I J _ I I I I I i I I I I I ssusx��.-ssr�-.��• N® 3 �lanaalough Landscape Plan o NORTH WWIND-,; k r� ria + i r j i I a r .............................-.._ CNICNID BY: _ - _ _ .. _ .... CAM 07-e1-ee PrOACr NUr: 4 Glendalough Landscape Plan to 0 20 NI]f2TH � 2-' 3 4 Latxlscape Notes: Plank Q+raMdes rro sty at an.a0er400 aE 2.5 bees W Ivt inhs 6 trots Per is t kt N1s C2lendabupll noi�hbq�gdd, St1e�E �n �_ 5 bees Par bt in ttm Ht�[tiaM fid, and instal sheet heft and kl18s in O(ONs, The: Ierlm*ft � ad hrAlder k1 bwu , am hww W(bow. The deledoper YriN d* hm*owtw h Iles � �. Mehdpo ten and Heftg,, O3VjxKtm,dg and Thane dfawkW ars for gpp*ial ptapdass 0* a4 rao<b be tMW for OX04VCt". Sea wvimwft X08 for prop, utiNfias,Oftftoo,ta[ttRona, renahl and gfnundoovpr trr�aimant. Tree ptaceftlalTt "1" b cltristpa por U tiNy bca*m. AN UWJes to be field wiiii9a ti°` p 's{ t►nRt wa "w* be c�Etdc�smety spray meted wnh the srst rn umk,'3hsd try ure ii'I N 12 � cf tl,ettw k�dm&m p V'V a me� �QPMY ��t8Or b Wc use. l�fr do YYiN tle Plant List, OwnkxY Trees (2 - 2.5" ca) mmv*e mm* AL,bxm Bla�ak�mm* AMflamm • p.wlwo Ash Paltoore GUM Ash Iftwhift SinLadand so+ {oaffnfTSe,s coftWO4 4UW*+v AVm Plaft cascade tkt ROW BWWP i *ft oats Nodmn Red G* im linden Ornamental Trees (1.5H - 2- ca) A1A.CHMMPOCe.no 01"OITP,ACe II",,,OffAfr tATI, TV* FWn,. WAr4TAw TlC 2ARr21$DRi TIE OUMATgI, or Of TrVm,EFITrF9NO0, HAc£yLLCM vesrlaM w I,Nur1 aF Renato wATraeYlm O,O"xm Rt KwT MAL OK am ft YAEmRm,'0 ROTTOiM OF, IE POLE RrWt gAORO"O"Le LATHE FLWTMHOL!RAOIQmLVKrdMOOMmfpn.40" gM "K9CFtifMWOOMWdXTrtft TA1Irm WO1L9t KVOMDIUM OF{A,7'OTMti myMl geaM y "TMRHOLM F MAW IR—YMT1fAOOMTAREA A*gUM THE Noormi.. AUOU soft CP ONNTmkVA Mf0 ft7m m COMFIRTU.Y. Mle FmgQy OR WALL IMAM rooLR To MLMQ' Our OF Te OffM TAYER OF rQMIm RCL THEM OUrQK 41LAARTANY,arKAAq ROOM e L ROPE TM a N4*IAm.IPT1TOM UW K%JF OFnOOT B ALL FROM"amm vjL 00 MOTfCAVLY FMTAM AT f Nnvn FRtWCM't.pP0l CA OCAa ROAMaMF; KUAMwq HAT trNw aLNMa TT6M P314MfTry,O IIA*m Am eva%GP1®F 0"* acrnvRxrTxn, IEYfonorFr,T R, AOVNjM sTAW CF r.MA7L1F7girYlFtrEF16+lCigy. REF TOP OF nourO Lmm, TOOnApe oA V2 RL ,PWM w IL4NCVOiWFWOQMX AW.In'OOFfVA4 1MfA7FATdnriFJTfloN[CnaHl "m PfSA MT'}Ci M W R6 ALOq�y Tp.PIAK fes, Shrub Planting Detail �! Not W tiCBte OW ,Y4[RF, T7rA"4Ti0. roefO,m'et TP,a'P,wr#4LLY fRVJIpmD F710Y rmnn Tor,m Y,mL MO lte+f70tFs,YnTl,our YAT,i igorR„ AL TaArriaT1 1IaMM Ft7tRr,MFmn,,,m.L ALR etftJFJc1m. 4TNE TRCta OMLYA{ w@OFVW Af I 5 armo;Tm NFOANRFI OI, AP"mom fHITC'RaitAMYO. MAp, TM HOMM W@ Op FME Tn®w TC MUI9fY,AMT PKUTr. rFG810Ffii fPa,IITI w of H60. ®ET Tap OF"z*ru FuumM TO cm -m meB Me M,*"m OLOMY Ntiww pan �fRRACTofT a R[ErN,nm,E FaM Vmtmn POaOIATM RAISm Hmp1 TN FI/N,M,N. NQTLY.v.r'000 MYoiromOFMA' +b Tw*'IVW ,RRueR[ N F11NL F,/Ffl1q. RMifAL1 Af17K,�Yp M41k71Y�L�M7�(,+ rEy. AWIIYOOWWLTR,FLTIM/MIT RI�=RFIfiC -- Tree 00 hVT P"MyPION nETSF{AT F.AMY,4. F7[.1ionx 0 LMM. DOW offe FFHR,fAO(R2.Arp1nNMF*I9„[IWAO w++c+Fa R,tfMlirmOl, ne.�rAracrewr►wa+aawer if FRU(VO*w*I P9YATT„Flew TIirwOfI RUL'!K a Tlmvr FaFITr,N s o T„t mNe a 1>E p,nnlT RTNM nFEaaNLY A6 W%WW AT TIE OweMrXM, aF O"jR ON AF,'Nw= AFATA00ATK MNmTTIaMNMro NPnEFft wTcl *UIVirMa ATt TpQC TO iAC{ MTATIII N TT! F�ELa RET TOP 8F ROOT eAfl PWaI IO.OA�[ aR rZ IM„AU! Mt fLtrM V DMMq 99Ai '0'1 AC104 I4,FF-1iT7HNF11Z Pal! Tonva re,ca,ATINN PAIN FOTOOTI K ORm 4Nc eyjm70 Fm1ALFLANaq ""L APP"OYM 41YntlWiMPIBLTIim AW MYC0RfdW 1"IMP mMRM=ZILV�a�AVJTM Q= To K81 MMM IPL%%fRPK MK MiCKYiM iiWliMq OvlCO, M,OMIFOM OAK P,WO[r.00,AYLgq PGP1'/I[ rTMRkf lP AtO fRM'I; ANO FIMtiOYI DeciduousTree Planting Detail R*" ALL 790k 100" AYP1r, M e KmW RMTOP ,IOM%kLanmawPwgOT+NMWQew°> , TOOT a FId10FR PaL PIAfTNSYAIAP OII AOPt FRaT 61OWATM !#t IP Plrwr r aRYFelorAiMAw+,t MARI�t A�NVnNT[ PNMT wA.. ��� wf11T1,1 P1NiR M,N1R641P111, RMD T f1oaT ML10NFi1:1N'T �TMOIRiapl Nd io Scale rur,,,As aFwiaa ao Mor nwec RRArM M,LG,TAL'I7MIM Tr(fT riRAR41MwIM1 rift 1RALY1 Ya$AHa161'OIfTYE, GMOOh YMid1mMRPpIIOa. rU,Ot LIIA.LT„TrillM�IINU,gIOi ALkIIOof rtL aA�tptart, M I-- a yam °A aF F�ifTY1P ALaArTlewwv oA efsYfAo E rm WPW"U Et TjypFala �MV�MrO� 1 UM 8O "T = WjV-OOata�Fa+r�FEarrMm mw Not io txaie E Mir, PO HaMIQ10 M Smit Sr -Ow Cf abAva pmkie&e C.r ypb evergreen TAMM W. 10', 12' ht) Colorado spnwd eta* HRs sprats Bluer Bko Spnloe Eastern 1 A*q Pine AuWam Pine X06 Shrubs (3-5 gallon) Red TVAg DoPwwd SMver and t'3W DOW wd kromimP �►titTlrarxsrn NO&&m .Surf FarxydUa Transplanted Existing Pines Existing Tree Cover A1A.CHMMPOCe.no 01"OITP,ACe II",,,OffAfr tATI, TV* FWn,. WAr4TAw TlC 2ARr21$DRi TIE OUMATgI, or Of TrVm,EFITrF9NO0, HAc£yLLCM vesrlaM w I,Nur1 aF Renato wATraeYlm O,O"xm Rt KwT MAL OK am ft YAEmRm,'0 ROTTOiM OF, IE POLE RrWt gAORO"O"Le LATHE FLWTMHOL!RAOIQmLVKrdMOOMmfpn.40" gM "K9CFtifMWOOMWdXTrtft TA1Irm WO1L9t KVOMDIUM OF{A,7'OTMti myMl geaM y "TMRHOLM F MAW IR—YMT1fAOOMTAREA A*gUM THE Noormi.. AUOU soft CP ONNTmkVA Mf0 ft7m m COMFIRTU.Y. Mle FmgQy OR WALL IMAM rooLR To MLMQ' Our OF Te OffM TAYER OF rQMIm RCL THEM OUrQK 41LAARTANY,arKAAq ROOM e L ROPE TM a N4*IAm.IPT1TOM UW K%JF OFnOOT B ALL FROM"amm vjL 00 MOTfCAVLY FMTAM AT f Nnvn FRtWCM't.pP0l CA OCAa ROAMaMF; KUAMwq HAT trNw aLNMa TT6M P314MfTry,O IIA*m Am eva%GP1®F 0"* acrnvRxrTxn, IEYfonorFr,T R, AOVNjM sTAW CF r.MA7L1F7girYlFtrEF16+lCigy. REF TOP OF nourO Lmm, TOOnApe oA V2 RL ,PWM w IL4NCVOiWFWOQMX AW.In'OOFfVA4 1MfA7FATdnriFJTfloN[CnaHl "m PfSA MT'}Ci M W R6 ALOq�y Tp.PIAK fes, Shrub Planting Detail �! Not W tiCBte OW ,Y4[RF, T7rA"4Ti0. roefO,m'et TP,a'P,wr#4LLY fRVJIpmD F710Y rmnn Tor,m Y,mL MO lte+f70tFs,YnTl,our YAT,i igorR„ AL TaArriaT1 1IaMM Ft7tRr,MFmn,,,m.L ALR etftJFJc1m. 4TNE TRCta OMLYA{ w@OFVW Af I 5 armo;Tm NFOANRFI OI, AP"mom fHITC'RaitAMYO. MAp, TM HOMM W@ Op FME Tn®w TC MUI9fY,AMT PKUTr. rFG810Ffii fPa,IITI w of H60. ®ET Tap OF"z*ru FuumM TO cm -m meB Me M,*"m OLOMY Ntiww pan �fRRACTofT a R[ErN,nm,E FaM Vmtmn POaOIATM RAISm Hmp1 TN FI/N,M,N. NQTLY.v.r'000 MYoiromOFMA' +b Tw*'IVW ,RRueR[ N F11NL F,/Ffl1q. RMifAL1 Af17K,�Yp M41k71Y�L�M7�(,+ rEy. AWIIYOOWWLTR,FLTIM/MIT RI�=RFIfiC -- Tree 00 hVT P"MyPION nETSF{AT F.AMY,4. F7[.1ionx 0 LMM. DOW offe FFHR,fAO(R2.Arp1nNMF*I9„[IWAO w++c+Fa R,tfMlirmOl, ne.�rAracrewr►wa+aawer if FRU(VO*w*I P9YATT„Flew TIirwOfI RUL'!K a Tlmvr FaFITr,N s o T„t mNe a 1>E p,nnlT RTNM nFEaaNLY A6 W%WW AT TIE OweMrXM, aF O"jR ON AF,'Nw= AFATA00ATK MNmTTIaMNMro NPnEFft wTcl *UIVirMa ATt TpQC TO iAC{ MTATIII N TT! F�ELa RET TOP 8F ROOT eAfl PWaI IO.OA�[ aR rZ IM„AU! Mt fLtrM V DMMq 99Ai '0'1 AC104 I4,FF-1iT7HNF11Z Pal! Tonva re,ca,ATINN PAIN FOTOOTI K ORm 4Nc eyjm70 Fm1ALFLANaq ""L APP"OYM 41YntlWiMPIBLTIim AW MYC0RfdW 1"IMP mMRM=ZILV�a�AVJTM Q= To K81 MMM IPL%%fRPK MK MiCKYiM iiWliMq OvlCO, M,OMIFOM OAK P,WO[r.00,AYLgq PGP1'/I[ rTMRkf lP AtO fRM'I; ANO FIMtiOYI DeciduousTree Planting Detail R*" ALL 790k 100" AYP1r, M e KmW RMTOP ,IOM%kLanmawPwgOT+NMWQew°> , TOOT a FId10FR PaL PIAfTNSYAIAP OII AOPt FRaT 61OWATM !#t IP Plrwr r aRYFelorAiMAw+,t MARI�t A�NVnNT[ PNMT wA.. ��� wf11T1,1 P1NiR M,N1R641P111, RMD T f1oaT ML10NFi1:1N'T �TMOIRiapl Nd io Scale rur,,,As aFwiaa ao Mor nwec RRArM M,LG,TAL'I7MIM Tr(fT riRAR41MwIM1 rift 1RALY1 Ya$AHa161'OIfTYE, GMOOh YMid1mMRPpIIOa. rU,Ot LIIA.LT„TrillM�IINU,gIOi ALkIIOof rtL aA�tptart, M I-- a yam °A aF F�ifTY1P ALaArTlewwv oA efsYfAo E rm WPW"U Et TjypFala �MV�MrO� 1 UM 8O "T = WjV-OOata�Fa+r�FEarrMm mw Not io txaie E Mir, GENERAL NOTES: 1. Lord ... pe Conlroc for shall visit the site prior In submitting bid to become familiar wdh site conditions 2, It is the responsibility of the cont—l- to idenlify all underground cables, conduits, wires_ etc, on the property, 3 No planting will be deolled Wil all girl and ...strut lion has been cornplb Led in Immedi,le area 4 If Ill— is , discrepancy belween the number of plants shown on the plan and the number of plants shown ,n the plant liel, 11, number of plants shown bn the plan will take precedence S nlf plant. s1,o4 p1r of wac'+nan ewarJy f4peu seal bow mm�ar. +[q �f+wdopeu wanm syr;loma, m r.!n tlleour real Sy.1Ne f-. ufprc M I,.# If. hici tly� .que.a s... -1 fYam MhcLY„ &sfpwp.q I,nWs, swereo�A rlhMMs, eAras7txn u} kK sera, plant eLnnaaa., nue sgps,. MR.n, Ons eM fu,n+ m NrealoUe+[a nu p1anR. ,hen ba roh[sery pe.[. 6 Rep- .11 damage to properly Irom piddling operations at no cost 1, owner i tot lanast Irl +T,lal (dated- -t " C4eafgn. any V. Bocce, w grpune:py.e nT[tt tai[ to *. Ildoloo IM rws4 eakmdln dye�m , Ivfree, lis Lk., of r�nq gaapllw. p7. lha plea;.. POR 0. al -0 in nlryrtpgP salrN'tary w"kp c"Etan at rh. tad al th. qumanl:[. pertiad a Three inch deep shredded hardwood bark mulch will be installed under .11 bees and shrubs [I,.[ are l sold Led from ground cover areas and general fo unddlian plantings. 9 A three inch toyer df 1 5" did river rock mdlrh o, er landscape weed barrier shall be ;..lolled in all shr.b todrd. - areas 10 Tfce guying in all ..... .holt be op Lion al The landscacon pe tractor shall be responsible Idr mainlaimng trees in a,lraighl upr,ghl con d.1- for . period of Lwelve months following in stalls Lion 11 All pele,nial/annual plonlings shall be mulched wilh d 2' layer of shredded bark with no landscape weed burner 13 All perennial/annual piddling areas sh.;l re,;— a minimum of on 8' depth of planling soil (1-1-1) mix lure. 14 Wrapping material shall be lust q.bldy. heavy, waterproof rep, paper manufactured for This purpose. Trees shd11 be wrapped prior Id I2/1 and removed afler 5/1. 15 All pldnl I ... [Ions, species, quanlilire ,no sizes s,bj,,L to site cdndilinde. soils and ...il.tility 16, Lord .cape Contractor Lo become lam ilia, with and comply with .11 policies and procedures of Owners 5WPpp (SLord, 15'd Ler POII.11- Prevenhon Plan). 17. All shrubs to be installed a minim— distance of 24' from the fo,nd,Lip, of any b.ildfng dE PLANT LISTS BELOW INDICATE 2 OPTIONS FOR TREES FOR EACH STYLE OF EES SHOULD BE PRICED AND INSTALLED SO THAT DECIDUOUS TREES ARE ALL E VARIETY OF SHADE OR ORNAMENTAL ON THE SAME SIDE OF THE BUILDING AND BE THE SAME AS THE TREES OPPOSITE OF THEM ACROSS THE STREET. CONIFER HOULD VARY BY SPECIES AT EACH END O—F�— THE —BUILDING jTTOrO��ADD DIVERSITY AND T TO THE PLANTING PLAN. , •rI�J—LJ� L �-[• .RAM FOR EXAMPLE OF LAYOUT,. 1W1�IIIj +y h II��II K fa e•+ FK L�.�W IM T LIST - #430 (END) UNIT 6t v[.r l r. !I— : 5l”rent. arra NS 4 Spired, Neon Flash Spiraea iaponica'Neon Flash' V��h,umn Purple Fraxinus americana'Autumn Purple' 2.5" ca . BB ®t m Blaze GENERAL NOTES: 1. Lord ... pe Conlroc for shall visit the site prior In submitting bid to become familiar wdh site conditions 2, It is the responsibility of the cont—l- to idenlify all underground cables, conduits, wires_ etc, on the property, 3 No planting will be deolled Wil all girl and ...strut lion has been cornplb Led in Immedi,le area 4 If Ill— is , discrepancy belween the number of plants shown on the plan and the number of plants shown ,n the plant liel, 11, number of plants shown bn the plan will take precedence S nlf plant. s1,o4 p1r of wac'+nan ewarJy f4peu seal bow mm�ar. +[q �f+wdopeu wanm syr;loma, m r.!n tlleour real Sy.1Ne f-. ufprc M I,.# If. hici tly� .que.a s... -1 fYam MhcLY„ &sfpwp.q I,nWs, swereo�A rlhMMs, eAras7txn u} kK sera, plant eLnnaaa., nue sgps,. MR.n, Ons eM fu,n+ m NrealoUe+[a nu p1anR. ,hen ba roh[sery pe.[. 6 Rep- .11 damage to properly Irom piddling operations at no cost 1, owner i tot lanast Irl +T,lal (dated- -t " C4eafgn. any V. Bocce, w grpune:py.e nT[tt tai[ to *. Ildoloo IM rws4 eakmdln dye�m , Ivfree, lis Lk., of r�nq gaapllw. p7. lha plea;.. POR 0. al -0 in nlryrtpgP salrN'tary w"kp c"Etan at rh. tad al th. qumanl:[. pertiad a Three inch deep shredded hardwood bark mulch will be installed under .11 bees and shrubs [I,.[ are l sold Led from ground cover areas and general fo unddlian plantings. 9 A three inch toyer df 1 5" did river rock mdlrh o, er landscape weed barrier shall be ;..lolled in all shr.b todrd. - areas 10 Tfce guying in all ..... .holt be op Lion al The landscacon pe tractor shall be responsible Idr mainlaimng trees in a,lraighl upr,ghl con d.1- for . period of Lwelve months following in stalls Lion 11 All pele,nial/annual plonlings shall be mulched wilh d 2' layer of shredded bark with no landscape weed burner 13 All perennial/annual piddling areas sh.;l re,;— a minimum of on 8' depth of planling soil (1-1-1) mix lure. 14 Wrapping material shall be lust q.bldy. heavy, waterproof rep, paper manufactured for This purpose. Trees shd11 be wrapped prior Id I2/1 and removed afler 5/1. 15 All pldnl I ... [Ions, species, quanlilire ,no sizes s,bj,,L to site cdndilinde. soils and ...il.tility 16, Lord .cape Contractor Lo become lam ilia, with and comply with .11 policies and procedures of Owners 5WPpp (SLord, 15'd Ler POII.11- Prevenhon Plan). 17. All shrubs to be installed a minim— distance of 24' from the fo,nd,Lip, of any b.ildfng dE PLANT LISTS BELOW INDICATE 2 OPTIONS FOR TREES FOR EACH STYLE OF EES SHOULD BE PRICED AND INSTALLED SO THAT DECIDUOUS TREES ARE ALL E VARIETY OF SHADE OR ORNAMENTAL ON THE SAME SIDE OF THE BUILDING AND BE THE SAME AS THE TREES OPPOSITE OF THEM ACROSS THE STREET. CONIFER HOULD VARY BY SPECIES AT EACH END O—F�— THE —BUILDING jTTOrO��ADD DIVERSITY AND T TO THE PLANTING PLAN. , •rI�J—LJ� L �-[• .RAM FOR EXAMPLE OF LAYOUT,. 1W1�IIIj +y h II��II K fa e•+ FK L�.�W IM T LIST - #430 (END) UNIT 6t v[.r l r. !I— : 5l”rent. NS 4 Spired, Neon Flash Spiraea iaponica'Neon Flash' V��h,umn Purple Fraxinus americana'Autumn Purple' 2.5" ca . BB AButumn Blaze Acer x freemani'Jeffersred' 2,5" ca . BB Cw 1 Spruce, Colorado Picea pungens 6' ht BB -6 OR I Y, qtCo,1,l,-:,, Item, GP 6 Geranium, Philippe Va elle IM 1 (Spruce, Blacki s Picea pungens g auca 6' ht --Bff— EVERGREEN 5HPUB5: K.�r, f>I Slzc Cont. PA 1 Arborvitae, Pyramidal Thi aai;c l ntWla [P , e _ `yrarnldal' a' ht. BB BJ 1 Juni er. Blue Star Juni erus squamata'Blue Star' 4 5 Pot PLANT LIST - #429 (INTERIOR) UNIT ORNAMENTAL 1REE5: Slz _ Crnt. JT 1 Lilac. Japanese Tree Syrin a reticulata 2" cal BB OR 'PC 1 lCrabapple. Prairifire Malus'Prairifire' 2" cal. BB DECIDUOUS SHRUBS: K: f. [�. Lurimdr Ila„c v[.r l r. !I— : 5l”rent. NS 4 Spired, Neon Flash Spiraea iaponica'Neon Flash' #5 Pot EVERGREEN 5HRU65: 1 hm II ul ,. Go, , 0 11a:rc.. sr ,a 1 .t Inr: Sv.e Crn t.. fQA 1 Arbornlae,Techn Globe filluJaoCeW9fttrdlis TeGi'uryGlobe' #7 Pot PERENNIAL ELOWER5: I Y, qtCo,1,l,-:,, Item, GP 6 Geranium, Philippe Va elle .k ennl^-r. Irne _ 6eranium'Prwh e V elle' # Pot A] 3 1 p V; ,,, VA. RRIII 1311 A tut Paxl Slydn ace, MN 55171 I d 152 934.21X1(1 7 x'952 934-R22) Regi.—lldll I hereby comfy 111-1 lhts plu%1f,'ilic:,linn 111p.9 u. pn•pnnd by Ire dr 1l doer n,y df wI .upcn 'll, Ih:u I I,In n duly Re,Id—d Ud.d—,, Add,ilen uhdcr 111: I.-wa of 111.• tilmc of Mlnnemin Ilm, R.p. Ni, flsk 619/06 1*"v By vy Rav I (/12li)fi 6/20A)6 3 4 5- 6 EM ke Num. 5fi+p,sat ixw-+4ar1 Shoal Till, COLONIAL FOUNDATION PLANTING PLAN h. of l fire S, A, I"=10' 81yr[n Nn Ll