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Item 5.2 - 5.4 • Item # 5.2. — 5.4.. iJk -�-� River MEMORANDUM TO: Planning Commission j�. FROM: Scott Harlicker, Senior Plann f4. DATE: September 24, 2002 SUBJECT: Case No.'s ZC 01-03, P 01-05, CU 01-08 Request by Elk River Station, LLC for Rezoning, Preliminary Plat and Conditional Use Permit Request • Consider a request by Elk River Station LLC. for the following: • A rezoning from R1a(Single Family Residential) and I1 (Light Industrial)to PUD (Planned Unit Development) • Conditional use permit • Preliminary plat • Mandatory EAW Location The property is located north of the Burlington Northern Railroad tracks and north of the Mn/DOT park and ride facility on the east and west sides of Twin Lakes Road. Zoning/Land Use Ma(Single Family Residential)and I1 (Light Industrial)/CC(Community Commercial)and MR (Medium Density Residential) Attachments • Location map • Development plans • • Townhouse elevations Memo to Planning Commission/P 01-05 September 24,2002 Page 2 • • Memo from the City Engineer • EAW Overview The applicant has requested that the Planning Commission hold an informal review of their proposal and to forward any comments and/or concerns to staff.They have asked that their proposal be tabled until the October 21'Planning Commission meeting. Project Description The proposal includes approximately 70 acres on the east side of Twin Lakes Road, northeast of the Burlington Northern Railroad tracks at 171'Avenue. The property is adjacent to the proposed commuter rail station,which is to be located on the west side of Twin Lakes Road. The project is a mixed use development that includes townhomes, apartments,a commercial/office component and senior housing. Of the 70 total acres,49 will be included in the townhouse portion of the project. The applicant is requesting the zone change to PUD,conditional use permit for the PUD and preliminary plat approval for the entire project.The developer will be moving forward into final plat approval for just the townhouse portion of the project.The remainder of the site will be platted as outlots. IIIBackground Information In August of 2001 the City Council approved a land use plan amendment to include this property in the Urban Service Area and to change the land use designation to CC (Community Commercial) and MR (Medium Density Residential). At that meeting the Council postponed action on the zone change,preliminary plat and conditional use permit. The main issue that the City and the developer were struggling over was project generated traffic impacts. Because of the number of trips the project was going to generate,a second full access would be required.The City would not allow a second full access at the location proposed by the developer. The scale of the project has since been reduced to address the issue of project generated traffic. Zone Change The developer is requesting a zone change from Light Industrial and Single Family Residential to Planned Unit Development. Most of the property is currently zoned R1a (Single Family Residential). An area extending about 300 feet from and parallel to the railroad tracks is zoned Light Industrial. When considering the proposed zone change to PUD the Commission should look at the compatibility with adjacent zoning and land uses. The property to the south and east is zoned AR (Agricultural Research). It is owned by Cargill and is farmed as part of their • research facility. The property to the north is zoned R1a(Single Family Residential)and is S:\PLANNING\Case Files\P 01-05 Elk River Station\pp9-24pc.doc Memo to Planning Commission/P 01-05 September 24,2002 Page 3 • large lot single family residential.There is a large wetland that separates the residences from this project. To the west is Twin Lakes Road and the Mn/DOT park and ride facility. The applicant is requesting the rezoning to PUD to allow for a mixed use development.The mix of uses includes a commercial/office component,senior housing with a daycare center, an apartment building and townhouses. Environmental Review The applicant has submitted an EAW for this project that is being reviewed by the City. Staff has reviewed the initial draft of the EAW,determined it was complete and accepted it for distribution.A copy of the EAW is attached for your review.The comment period for the EAW ends on October 6th. It is possible that comments could be received that raise issues which would require modifications to the project. Conditional Use Permit and Preliminary Plat Proposed Uses The project includes a mix of commercial/office space, senior housing, apartments and townhouses. A mix of office and commercial space is being proposed along the east and west sides of Tyler Street. The senior housing component is proposed between the commercial/office area and the townhouses.A day care center may be incorporated with the 411 senior housing. The project includes a single 4 story apartment building that overlooks the large wetland.There will be underground parking in the building.The apartments will be a mix of 1, 2 and 3 bedroom units. Townhouses There are 298 townhouses proposed.The townhomes will be a mix of row style homes and back-to-back style homes.The density of the townhouse portion is about 9.4 units/net acre (298 units/31.51 acres). Parking Four off street parking spaces will be provided for each unit. Each unit will have a two car garage and there will be room for two cars in the driveway.On street parking will be allowed on one side of the public streets.Parking on the private streets will be restricted,depending on the street width, to allow for emergency access. Traffic and Streets The project includes a mix of public streets and private drives.The public streets include the main loop road through the project and two connecting streets on the east and west sides of the central drainage pond. Most of the townhouses are serviced by private drives. Four townhouse buildings have driveways with direct access to public streets.Street right-of-way • is platted to the east boundary of the plat to provide for future road connection to the east. S:\PLANNING\Case Files\P 01-05 Elk River Station\pp9-24pc.doc Memo to Planning Commission/P 01-05 September 24,2002 Page 4 • Pedestrian Access Sidewalks are proposed from Twin Lakes Road around a portion of Streets A and B.There are also sidewalks proposed around the drainage pond in the center of the project.In order to provide a pedestrian friendly environment, a comprehensive trail and sidewalk plan should be included that provides for interconnectivity within the project. Grading, Drainage and Utilities Grading, drainage and utility issues are outlined in the City Engineer's memo. Park and Recreation The Park and Recreation Commission recommended cash dedication based on a per unit basis for the townhouses,senior cooperative and the apartments,and a per acre rate for the commercial/office portion of the project. Design Standards Design standards will be established as part of the PUD agreement and the conditional use permit for the PUD. II Landscaping The applicant has submitted a preliminary landscape plan for the townhouse portion of the project.The applicant will be working with staff on a final plan.A preliminary landscape plan for the remainder of the project has not been submitted. Recommendation At the request of the applicant,staff recommends that the following requests be tabled until the October 21" Planning Commission meeting: • A rezoning from R1a(Single Family Residential) and I1 (Light Industrial)to PUD (Planned Unit Development) • Conditional use permit • Preliminary plat II S:\PLANNING\Case Files\P 01-05 Elk River Station\pp9-24pc.doc I DUSTRIAL CIRCLE CITY PARK II ER • w w c, cn I+ .oss1NG w 0 (5)G (% \ O X02 DOT ,. PROPERTY ix 2 Y 7 2 \, (-- yl diallillill' 'A 0 cc Lil (PRIVATE) 173RD AVENUE \\\ 2 1 c 1-1 2 N ; cmo T 3` - . -. I ' PR®POSED _ ‘ii ""• ► RAIL DEPOT . 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Ill♦ '!� I 11 I 1I 'r ►. a ■1 - �) 1►•- Ii• 1►r od►. \,c .�r/�ar/.� F t`• ► -i. r - l al l La.� ,, .11� I IIh• ........ alb 1,,��1tif A.: :�-,IP- .::-lei=n l A \; - riot,►`Ir71��i�1�.1�!71�1�!71��Id�l�!�1+ 17�!7i����If�: :! _ "'r I� i�'T� j F.i i, 1 F \ \ = ...„^ .i \ 4' ii .r it ► aH, �� I►�fii7,I�i ►,_. -L/►. Y\ '\ i-,\`',..\ �.. \,a --411., ! 1►.�' -.1►1 I.!IF�a3,1►i 9i,lf/A'(II�,IJ _ \ • ,-' I M a, o '?,.- E:,am N a 3 -a 0' 100' 200' 300• NOT FOR CONSTRUCTION latest sev,on ot.09/16/o2 alibiL-1 20021053SPPO1 Owl Date 08/26/02 Sheet I OF I Elk River a►.e.�.....r.. .++r►.r eaor>aouw. k.....e a for: Westwood Professional Services,Inc. "'�'@-a-•w w•.r..b..'�—` Preliminary 7599 Anagram Drrve ur.w Development Plan i hap,mbry be.dr CEP "•E.len Fame,Mtl 95341 Centex Homes Station Phone:957!937-5750 fax 957/937-5:;22 Fd J.Ham a.� ti/aae 12400 Whitewater Drive,Suite#120 oats 09/16/02 � _r:. 16454 Minnetonka,Minnesota 55343 Elly River,Minnesota P 02001 Westwood Professional Sereces. Inc BUILDING TYPICALS — __ — \\ I _CARRIAGE HOMES • \ \-� L. I / \ _ / \ - –t --i_ it— 1►f i 1 '''''''\,: \, \ \\ �__�- - . - OUTLOT A ` r \ \ \ 653.]31$F ♦ I I ___J J I 15008 AC _ -'. ^N7-•-•• -% \ / C\I \\ \ 'ir'tiXN\•-O. *0 1 e\ •t , '---- 10 1" 0\0001,110.,A 0.$ . \\ ./• /op. \,... ,A1111." ta ‘ •°°1 rt tl \ y�� % 222 5 / /��i�ti .1 , , , , Ile \ / / ' , ./ /�1i1• /I 11 /- ♦: \"4%.'�' i .;.16 F V IQ UNIT 4 UNIT /\. ///// 'I ► S ♦. �l �Ii1i1' `st �� �� •9515/ , ' ~■�■� /. / li ,2Tf �/ 1 '`St,1i1� It \ ♦ a� 1st./ \/ ��\ � 0,957 S r {�1,► 1 1 < f`..- ••••4'1.------ ,"7.....:&1644.1 /,, je I III C\_�\ , , j / /Oil 'r ` ,lif` ` t. __________ .• -• t, ,:2,-t\V-: ..� 1 = GEORGETOWN ROW HOMES \ \ /� / 1 , r 1`i ♦ /`�. ,'?1166 V —_ \\\X\ / l'" /I Si es r �1 ' -,Ir. �'� • „� "�i ■i■ ito �� Io�l`;i i is,- �4-' i ��'�-. ,A. 1� it^� ■e a■ ;I— 1 1 1 1 1 4-■ ■ rinoP / /I/1 ` ♦�� 55`• ,; ::I _ OUTLOT B I i�"'1I tie ai i i =4' l a k �,��(.5 '- �\ / �il v rj, ��! Isi i2.527 c in Dnp is �ir�� �� J L ry _1�. —1 - -JIII ,4 18 MI i In al \ / ii —I J p ■ ■ �'sea �= �! D ttt�¢r a — — — �_ +ile-.......r)---iii_LI,t.,. .J� i /o o1 esti �' MMININIMINNM —.�� ,, !II1I!II4it a/ ! ! ! lr �-90 \\ i� Mt nt t am_ IN >a -. - - - - - ��' \ \ VICINITY MAP NOT TO SCLC \ \\ Development Data \\f \\d Proposed Legal \ X I 1 a, '�e \m R ilial Sort o/the earth 0ne-hal/o/Me Nathrosl Oiarfa o/Section 1I, Townahp 32.Range 26,Sherburne Count}Min<sofa lyng easterly Tota/Site Area 49 001. ac h �/� \�i a/the easterly nght o/way a TWr Steed and s desabed as fawns Existing Zoning R10/l1 6\ :q` \I , p Proposed ZoningPUB 9i ' ,i^+o • \Y f. Begnnng of the northeast coma o/sad North One-half of the Northeast Quarter, thence North 89 degrees 17 mnutes 38 seconds West. P \© \ assumed beorno along the north One of sand North One-half of the Northeast Oast,a(*stance of 1,46821 feet, thence South 19 degrees Total Multi Family Units 298 � \ / 20 mnutes 33 seconds West.o distance of 59787 feet. thence North 70 degrees 37 mnures 53 seconds West. desfance o/13782 feel- 0b \ thence westerly Wong a tangential curve concave to the south,nasong a central angle of 21 degrees o7'remotes. seconds and o rodeos o/feet- Site Density(gross) 6.081' units/ac. �Z I/''\�, 21500 feet,for an arc datance of 82.96 feel: thence South ee degrees 14 mnures 31 seconds Wiest, tangent to said curses,a desfonce of I 1, a. - 2957 feet to sod easterly right of way fore of Tyler Street thence southerly along sod easterly right oI troy lose of rya Street and Song a Street Dedication 'j ---- on-fmgential curve carcase o wrest toting o central en angle o/O5 degrees J1 mules 07 seconds.and o radius o/51832 feet f ore c - Streets A, B, C&0 6 02t or X -1 \'''', SITE earance el 5001 feet the chord of sad curve bears South OF degrees 45 minutes 29 seconds East, /hence North 88 degrees 14 mnures 31 seconds East not tangent fo sad curve,a distance of 2957 feet thence casted,along a tangent.curve concave to the south,toting a corral mgt f 11 degrees 07 mender 36 seconds and a.Daws o/17500 feel, for en arc distance of 645der, thence South 70 degrees Zoning Standards(minimums) e \ \\ NOTE. 37 mnutes 53 minds East,rmgenh to sad curve,a distance a 37684 fear:thence Soule 18 degrees 22 mnures 07 seconds West,o .9'....-'” '� - The tot dimensionsRefer and areas l this plan ore distance of 187.73 feet, mince South 00 degrees 17 mwres 08 comm West.o erslmce of 254 23 tech. thence North 89 degrees 02 - ROW Front Setback 25 ft opproxirnote Refer to the Frno/P/ot and notes 51 minds West,o distance o/13284 feet; thence westerly along a tangenrral curve concave to the north,hating a central angle of - ROW Side Setback 25 ft _I••• •r \\ wpporfing data for exact!of dimensions and II degrees 56 morales 59 seconds and o Focus of 27500 feet for an arc distance of 71 75 feet. thence North 74 degrees 15 mnures 53r- seconds West tangent to and curve, distance of 26405 feet, thence northwesterly song o tangential curve concave to the northeast. - Private Drive Side Setback 20 ft v iC Oreos. haeng a central ang/e of 35 degrees a1 mnofes 25 seconds and a rodius of 16000 feet. for m are astmce of 100 13 feet, thence North - Street C&0 ROW Setback 12 ft \ - Easements other than typicols ore noted On .18 degrees 54 mnutes 28 seconds West,tangent to sod true,a distance of 5710 feet to said easterly right of tray lens of Tyler Street, \-p 0' 100' 200' 300' thence South 51 degrees 05 mnures 15 seconds West along sad easterly right of way Mie of I'a Street.a distance of 8000 feet: thence Area of Outlots A-C 19 001' oe - �I� \� the plan South 38 degrees 51 mnutes 28 seconds East.a drsrance of 587 feet. thence southeasterly along a tangential cone concave to the Area o/Wetland I`R Ye \\ northeast fram e a centre'angle of 35 degrees 51 minutes 25 seconds and a renis of 14000 feet.for an arc ash:nee of 15020 feel (Out/ot A) 11 47t atNOT FOR CONSTRUCTION latest Revision Date 09/16/02 (thence South 71 degrees 15 mnutes 33 seconds East tangent to said curve.•&stance of 154 61 feet thence South 15 degrees 14 mnutes • • 07 seconds(West a distance of 19693 feet to the south line of said North One-half of fore Norrneoss Ouster, thence South 89 degrees 11 ELK RIVER l-1 20021058PPF01 DWG eufes 52 man- East, the said south/ore of the North One-half of the N,octe, Wafter a font,*stance of 1,91511 feet to the east int rN es'.R of sod North One-half of the Northeast Quarter. thence North 00 degrees 34 morals 24 monis East,Song sed east/ire of the North ore oaf of the Northeast Sara,o desfmae of r,3n 20 feet to the corer of begnnng No Scale Ate 08/26/02 Sheet 2 OF 7 Elk River 1*Me emery w er-—pv^e 0 we..rr a Iyey...s Prepared foe aa° Ana elm i r dot l Am•Yeay Ammon.m. FM CDH a a Arnott r.n.�....se...�-- „nz,�ten,a._.nn tW�, PreliminaryPlat 0 e°°°�' Centex Homes Station Phone 157937-5150 Fax 957937 3x72 Et Aa.ek 72100 Whitewater Drive,Suite i120 Daft 09/16/02 ��gy 16454 6�4 0...r6na>,.ia+W Minnetonka,Minnesota 55343 Elk]that,Minnesota L r J .32002 Westwood Professionol Services, Inc Coil 48 Hours before digging GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn Toll Free 1-800-252-1166 i,AL 4 A AL AL • \ ,d,. ,i, la IL alt. AL AL AL AL AL AL IL \ IL IS. AL _, AL AL ,!, L AL AL \ � `� — — — OUTL 0 T A ` APARE TMEDTI= iipb., � \ittI 60 UOITS \ 1, �,' I �S STORY \ \ ��� 'i'` / / ��• \ 60 PKG �/ "' J UDDER \y \ ,i, // 1 �:� ,��1 �� �•( i i,.• �\ RET/OF ,TS-....... �� /!oma►_ ., \20.000 / / ��-:ON% �� e�� o �' 1 STORY t 89 PKG iK; \ 1 \ • \LS 79 PKG ,I, �i� �. �� ��y� .-� i ' \ / �/i ,, 716 lit: C \ �' / \ •����r•,•• � �� p/�i�yr," 8000 ISF 5 ����h/t:'/1�� ��� \ � I ''' \• \`\\Z . ':- 1 iif 1 ,? .- e°4\\..• let S\2 ellinf / 0 ,. 0 a /` ., . �� �--� caJr-----7,„ � Ow / / tt it _ �7 Y Y I s RET/OFF ,._ MEdf A 0. ' — r �P Y;ITs A I (�"'� o'r-=�"P n n n• PKG.', wii �` Nh IN1{T STRY � `� h Y �� OUTLOT B n �i n\ o !700DER` �� '1 l " , � - I 111 IlII �wi i �R �n' n Iftlu 9LDGTin n1� L....J 'Z\NN...."----....„:„......... ,/, b `ry' xYv� ,y 1�1" - _ ��� CUR9 �� w w �C.Cti�l'/ AO '. I—DAYCARE NII 111 -� V L.. D ,v \\ L_5000 SF z�� �� �� , iTREEi fi , ~iii vorT 19E000 9F >/„. ,,,,,,„,,___ STREET 6 -• 1 ==�me muL. �'' — ��lr 1' —�1 STORYI� r Y Y Y Y 17 7 iii li Ei lit laA rr'"n ft. tit _ .0 n x OUTLOT c NI 1N- NE . it 1 u u u n Ili b [ Bp �v NI 1 . u us 1111 IN 111- NI •IN; \�V \0 i' 46 PKG I .�1� 6u V — V MI n hi Cu �t — V V v V Vg '- ------;• - MillMOIMal. 1.X:12:11 illiC1ai.1�� i1' iti z ° _ L._��20o_-.. s NE NI IN NI IN P. X N g/1P La3 0 N m N a 0 100• 200 300 NOT FOR CONSTRUCTION Latest Reunion Date 09/16/02 AN L-1 2002105E5PP02 DWG Dace 08/26/02 Sheet 3 OF Elk River 114 „ Amu.y....r v..r ..,ar.....+uwwrwn a"”" _Cle_ Prepared for:Professional Services,Inc. ^aaMT r. �-•�••� f/12/,32 ", ^^•I^1 Em 7599 Anagram Drive Centex Homes Station Preliminary Site Crl Eden Pro ne.MN 55344 °my Plan / P.U.D. Plaine 9521937-5150 Fax:952/937-522 J.Fiasek ]24(10 Whitewater Drive,Suite#120 Doc 09/16/02_ �„,„a. 16454 R�°`a�a~r4aic Minnetonka,Minnesota 55343 Elk River,Minnesota 02002 W>st.00d ProfessOnol Ser.nces• Inc Coll 48 Hours before dlggmq GOPHER STATE ONE CALL u• —'—sra— k ro=- — — 4. ,o, , AL I T.., City Aro 651-454-0002 _- -- - —+(n— ,� 470 4. 550510 sra sro $ra -sro sro VD MO VP oleNn. TOO Free 1-800-252-1166 _ - � sJ� �' EXTRA STRENGTH FILTER FABRIC N' ,� A. ; IA I a1 TYPE II - ADO WIRE MESH BACKING - �� `�` • A. TYPE III - ADD WIRE MESH \� y, AND HAY BALES • �r%qv 13,` � . i .io STEEL OR :lia:�.i�^'�.i�;i'}::!' /�WOOD POST\�. .\\ ,ir. 1` � rl1L. '!i;i Fels.,..:71 ``, \\ \ a1 1' ,N. ,iL. - ,..f,' ` ' 1>:.,,,> 10-0 X SP ApNC N1TH \, \ .� -.1„ .11.0111 �� WIRE SUPPORT FENCE „44111001 `�� ...� - �' •. ,` II, A. :0'TL0T ,.,„,. .7..;-:' ' - 6'-0" MAX SPACING WITHOUT w - -_ `-- - SORENCPONHEIGHTMAX • EOMMENCED FIFABRIC�00' 1��A'�••\ .�lr iJ• ATTACH SECURELY \ \ \' O `` \\ • \ �1 ,)`\ r �.b��, �1 \l 1 $7EEl OR TO UPSTREAM PONDING HEIGHT / ^\ \ `~ 'It f, WO HIGH MAX SIDE OF POST i \\ - `' SA ��-. \ \.\\: `� .r.,..n.r �, ry' A��♦P`�,v ���� ����� WOOD POST RUNOFF RUNOFF / A. �r _-t --- \-1\ ,\`I lvlr�� ��/�t� �� \ � n.....-..-wc �� ,w����♦��i♦�•�ro��� S:7/ � - 12' MIN. :/ �� ( \ _I J %, � ��\ . F`�v ♦ _.eY V" .-I 12" MIN/ , • .• .• w�I �' -. .".6" TRENCH \ 1 �//fir / �• 3 +� ♦ .��o` .moi CI. WITH cONPACTED ♦ - / / ``� �1�//(`�. it.\ r .�`j• �I (`�r-' w/�ti� 8'-~ -- i :. I�l�, I `���,i\�\ 'i \`�•� \•4• � ®�� � `�'! i BACKFILL// �� i `� --� •fl� ���1`\\ 3 i`:, �� ` GRAVEL (\� /, 6� -- ///// fi,v.Q.` X18:/ -a �l� /• .� t F\ i JJJ! STANDARD DETAIL ` \ \ I/ 1 ! 1 l �i•�w��Ae.,/►( b,"1/4.�,��r,�a � A. �•� \ ,•tF �+\�\ �� TRENCH WITH NATIVE:BACKFILL ALTERNATE DETAIL \. ; ..Ah � a� '¢��� `!� / �[� •��` �- CV♦'�/ 1��4 _i-.'_."" .�t.tFC� ..,,m4.4-‘,..„,, �\ \k 1•t� TRENCH WITH GRAVEL \� ISI` 'r � �1 "1 'Q■�fq� �. r —_ `"1 / 4,...,,,,)i ,. r��\�•� t ),,ti,...------=:=4F ��,�= NOTE: \\.,� �� \ ! I f \ �� \ l �Si�F +� 1 �__- �> -*IV ..,� I 1� ��Fu1�1 ,/ j 1 INSPECT AND REPAIR FENCE AFTER EACH \\ \ \ - \�,_ �.�'';. .777a .� J -� \ l�\�� �- fa �.i ,1 I STORM EVENT AND REMOVE SEDIMENT MIEN \` / i /( \s ..N\k.\` � �� `Jyy. I • /..-J-- �. Oroo.—„,,,V -'� I ��j V1,,�_ �iY`I� II ) /,� NECESSARY ,�\\` r / V / \ .� ``�� -y1 �\ �•L.?/. A c-- _ `\`i �,`�<,�`E`_ ���I, ' �w F / 2 REMOVED SEDIMENT SHAII 8E DEPOSITED \�/ %N ? �- � \ "_ �� Aiii, A ai ' \F 7T"�� &El• ' TO AN AREA THAT WILL NOT CONTRIBUTE \` /� t \ / \ \ \``� .�� � /"� / t `\ ' rr.,�:, ►�` w- (' ,'L�s� . '\ ,l `(/ ` 7/Y ` '• :ip'� � ��!. ♦�, NZAA1� �..- I• L u.110SEDIMENT OFF-SITE AND CAN BE r//, ' { sl ' / ? . `\ 1 �� ,-•s•�-.- �.+•p"�' w ` re I♦�t• V ..0 Ih=' PERMANENTLY STABILIZED \ "i ; ,%/ i !1` \ '1 \ y f 1� 1�. ��� ♦��V� a1`►\�c�c"r i yy� ti� SILT FENCE \'�+/ /�L', 1 ? (� �'• J �' � t>_ �.> j �♦ V�� � � I*' I 3 SILT FENCE SHALL BE PLACED ON SLOPE \ \ �. / f�� ./ 4,' ' •/?,'j r/ I • ` l���) �1 ��y.���f'� c--- ; ���`�101, Ir'Aril CONTOURS TO MAXIMIZE PONDING EFFICIENCY I \\\'\' ••'.i I / i \4..0 2/ /?; Nt i iiipi 0.$�iil"P" r \ 03113v..---' 1�� —ter--- �e. �Ligli. I 1\ j�/ / .`(/ yr--;,----.,--).) ? I i A� II. - r -----.7--,__,.........00w /'' �iI��1� 1�� (ROLLED TO PROVIDE�.' \\/ /0 / / :I i i I I� I�� I r� p4 ���..�, \ ��', g 9I 1 r72 ,,.OUT- RING) :'I // 1 `7 1 wAI� PMF,.. -� ! w R Imo^—r' \\ `� II����� sago _I �E ►�liu�ti OUTSIDE MH PALL a / / ,0 •l/1 r "? 1 ` „� r ijr p I \ �` 1 1111 111 K 11 1 \ TO FLAT BAR. r ',% /.//!/ I f, l ,�!_//���@�a 'I��R�‘ i I oureor AR �I► _ 'iI e / _/ i ; ' ��'�11 111 11 ` 1 � fi E9 �1 Y I�II III I �� \ Ro'nDE.- . �' �� y� 11 , Nit.883 0 elo 1{1 NAG&1 k ■n.r-T P ro eats •' , , , �, /I/;? 1 j` ; I\,, .�N�' --'- 41..'t1 I, Wt.887 8 \ \ 1 1Y ii �u ''�11 all rimer i 41,�� -�-i.\ ����' ,: ►� 1 / % : ' Y 1:uprialitilituartal� 1ad \ _..�_.. J n1i1� u� aiI ► /'' III / I 'r� l ��'ii- 1(�I�r,� I ' `I`•-..�1.� 1 A �� AA IAi :E:• y� r<� // ; 1Y �Yi evn� X1111 � � e1��19 E' i8 �'fyril�1tt ` r, :7 �__, �J ? ` int �I ����sa� ✓✓ a� ,� ����� ���� (�Ir ., TO !/—� 11, �� V ,11iii, a �1 L= p/ ��. �� — — \_/EI 1� _� �����,_w�-11.11 �i�_��NF.� ��� NOT CAPPED GALVANIZED n SMOOTH BAR\ . aRL_���..�'� . �� cRArE n Z sec7loNs •• 0 C.EACH WAY ` \tet{7r , i I I=��+���'4 ,l - �+. f ' �_ �w _' (PROVIDE}1/. • - \ .?-:,e. \7 �a,L� �1��m/r���• JAS ', �� t ` 14,„:11 ,111� �' J-1/i OPENING) = �' f. -ice 11�{{}� \—=1 ��� 16�' 11 ' f�/ ��z�" E1�la ��Gi� f:i 1� o��r�1a ,,I Ri 10 •` \ 1 C i r `/ ‘,...1 r , 9 111 1A/, E1 ail Il 1 q 'moist Fi 11 • r,..1 � Ei ii iG i ■ iG i ICitG� i +• TF1... i� iiia �t�:� ht` Z/TLiTT A �1 Y` �1 Y 1. I. v� 1 1\\� NI �3i1: 'n1 1 • I11 1 1ef�11 1 1\ ;\\, /— I L1� pp'' �' t .Mt n• Ids um nl n n: ut�ul' '1pg1'` iu ��. \\ / � % �Le1/�•3i�rn/ ����1 L�m�� tm�FI�T� Ilei. .rte ��r1 i �` ihillinglaqY ��IG��i� 11 '!I �I I�r,111111I ` Y``\ q . RIM ELEVATION.ee.s \\\� \ C• .m.m m• -Inky .7k=• •e.i=o-,.. I 1 .� 1G it I p IG it RCP`wTLET •. ► 1 �\ i Pc �7!Ir Gats.! 0■.•M .11®_L.. iI ist1 �1,i E3 La'nierI I I ..ri L�' ��i 1� •1�II I` 1��IIIIG i�1�11 ,i ;\ \^ \\ \\ \ / ` _ _ _ _ I �' , �IJ-.�� 1'W �� - l O IE-I LEJA r.-DIAMETER CRIME ti . �.��IS'►'.�.��'_ _ � i-_riii...�✓ L.�..u�) cam.• _Lanier ..._ I m .�0' .� � �a K El - MU 0 R ■IN ■RAIN _ ,L,_ . \ `/Y / ~ \Z • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER o GRACES UNLESS OTHERWISE NOTED. u • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT GE LEGEND I paMp-SUMP ELEVAnOn•80.0 HORIZONTAL SITE DIMENSIONS AND LAYOUT SJPFT• / LEGEND: i• e- DENOTES SOIL BORING ELEVATION SFCTION A-A N • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EmSTING-VER Q-O / t / DENOTES SILT FENCE UTILITIES ANO TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY �rTI� 0 PRIOR TO OONSTRICTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TE /` {7000CSOOCi DENOTES HEAVY DUTY SILT FENCE Sr RCP CLS•O.OS ENGINEER OF ANY DISCREPANOES OR VARIATIONS FROM PLAN. � _ SO' --P-_-_ DENOTES EXISTING CONTOURS STFTCOM .•�,•�� / N i S lIME o • ALL RCP FOR STORM SEVER SHALL BE CLASS II UNLESS OTHERWISE NOTED ,7�. 11a♦/ �j.�>♦�J MOM —960 - DENOTES PROPOSED CONTOURS '� /tet♦ 0...�' ���i`L'V4 C—>+- DENOTES EXISTING STORM SEWER • 0 0 FEET RIM ELEVATONSONS ON PLANSREFLECT THE GSUMPED ELEVATIONS.ELNPED = .aeairr.s♦)e�OIVO lk. c "•1.-,, 704. .7t.t •��•ei-'"--4".""" , o--,.-0 DENOTES PROPOSED STORM SEVER X ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES / -•�.2.Ay.► 1'i ,.1t_ �l r,.� v ."-'4,1 1, am 4.,�7 ' DENOTES EXISTING TREE LINE v • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES- /12"MINI �•>>j t!�C� 7A�♦/ ry -. RDENOTES EMOVAL LIMITS APPROXIMATE TREE $ EROSION CONTROL NOTES: 1-- WASHED ROCK s ass 3 DENOTES EXISTING SPOT ELEVATION igJ x_.» DENOTES PROPOSED SPOT ELEVATION • ALL FENCEANO OTR EROSION CONTROL FEATURES SHALL BE IN-PLACE7 /-N DENOTES BALE CHECKS AROUND o T PRIOR TO ANT OTHER EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL n, VIABLE TURF OR GROUND COVER HAS BEEN ESTABUSED. EXISTING SET FENCE � � CATCH BASINS 0' 100' 200' 300' - ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED DENOTES EMERGENCY OVERFLOW INOOENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE E 0 F ELEVATION a AWARE OF CURRENT FIELD CONDITIONS PITH RESPECT TO EROSION CONTROL. y TEMPORARY PONDING,DIKES.HAY BALES.ETC..REQUIRED BY THE OTT SHALL BE m NOOENTAL TO THE GRAONG CONTRACT. NOTE: ROCK CONSTRUCTION • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE ENO41, ROCK CONSTRUCTION ENTRANCE SHOULD BE ENTRAPICE NOT FOR CONSTRUCTION L.Rada..DM.o n./oz OF EACH WORKING DAY A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED A MINIMUM HEIGHT OF 1.0'AND CONTAIN l-i 2002IDXRGDPOI DWG ACCORDING TO DETAILS TO REDUCE TRACING OF DIRT ONTO PUBLIC STREETS. MAXIMUM SIDE SLOPES OF 4:1 10•te 0$/26/01 shoe! 4 op 7 0. Elk River •...r.W N. .I .AM,•waA WAaIB10MAI. * I'I'•` D•i�.k IMM for Prepared DD° °®°�°�' .°°°� wa r...rr.arrTw „a m -. r, Preliminary Grading °� Centex Homes Station Drainage & Erosion Eden ha1Fk■.MN 553M Dm.m n8 Fhones 157937-5150 Fuc 157937-5172 J•••0 AE McCarty 12400 WhlteW$ter(hive,Suite LX120 D„• 09n6/oz w ,1955 •—+a•-••••••�" M;,e,MKailk. Minnesota 55343 Elk River,Minnesota Control Plan L -J . P -1 Io2002 Westwood Professional Services. Inc Coll 48 Hours before digging GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn Toll Free 1-800-252-1166 • - / _ — J -,-101.- / Y S F x ',I i ya .c K' c I < : •w t �a K F :< s SSC .c .Q •a -0 C x .c - e r: -e t C... ti % C 4 Q .4 4 i 4 4 e 4 4 i 4 4 4 `ai 4 4 4 4 3i DI 4 4 e4 4 epi 4 x # al al 3J al i al 3 4 i 4 % m % z 3 ,.• x.x. s.5. ..a s.t. ..x ,.a .40 u.le - ,ia. ,x.4. ,x. n ,s,il n n.a. ...w , . i.4. s.w co »w STREET A STREET 0 i — — --- — i • E E E E i r f 'fIM j _ R R 5 TIIIiII( STREET B STREET C u C� C� �.•vam a P� 50'R0.W P� �I 111 N 28.0'I(F-F) 20.1(13-8) X 111111®,, ..IIII t MA 1-1 2' TYPE 41A PLANT MIXED CO' 3-I M{k 14 0' I 14 0' 3 3 MPx 3 I M{k F10 ........ 10' 1 } BITUMINOUS WEARING COURSE n, F _-- -3S 2.05 3S 3 3% 11 3S 00. I M,X - ..L 3 1444. TACK COAT. MnDOT 2357 J Ji J 2- TYPE 41A PLANT MIXED o G'MIN TOPSOIL //p 6'MIN. TOPSOIL BITUMINOUS BASE COURSE V. (TYP) PROFILE GRADE / (TYP.) PROFILE GRADE AIRMOUNTABLE CONI C t G (100%CRUSHED) ) GRADING CRADE—/ (I7SURMOUNTABLE5 CTO 9AACX)c't G GRADING (175'FACE TO BAC()GRADE � ABEL BASE CLASS 5 MODIFIED ,o 1 5.1 SLOPE u tt 5' (TIP) 11 5' SUBGRADE PREPARATION W oe N 28' F—F PUBLIC STREET TYPICAL SECTION 20' 8-6 DRIVEWAY TYPICAL SECTION TYPICAL STREET SECTION iu NO SCALE NO SCALE NO SCALE 7 0 0' 100' 200' 300' o, NOT FOR CONSTRUCTION 1.....!Revision!Ate D,num •ii 1-I 2002105t10EG01 DWG ow. 08/26/02 Sheet 5 of 7 Elk River n n,...x..a,.r r w 1...•,••...M__r.w It..W_ Prepared for DDSII °�° 1 NgIOIMM DAM 1!G•✓a rw W n...r r.N..e r 1�r soma e,.e..,o.,w so)>_» dP ` Centex Homes Station Preliminary Street r hill NN 55344 t RAM 7 DAM Fha e.852/837-5109 Fat 1571!37-5822 linen M McCarty 12400 Whitewater Drive,Suite(120 Sections o Profiles Omar 09/16/02 c�•. 41955 Iter O..wVa 1wN... Minaetanka,Minnesota 55343 EIk River.Minnesota L -i P 7 02002 Westwood Prolessonal Services. Inc Coll 48 Hours before d. 99'^9 GOPHER STATE ONE CALL - - - -� . _ _ s^ r0 ,II sro _ro ,ro .rc sro sro `I' ,a, Two Cly Area 651-454-b002 ��\ s) \ s.o 550 SIG SIG s.0 -s.a vo sro v0 Mn Tel F - X1166 \ \ d, �,, , a. MH Jlc \ \ \ ,.l0 1 ili • \ \ 1 iii �i� RE=886 79 / i \. �i� 214. AL_ �i� IE=881 92 MH RE=888 4 \ �i� ,� MH IE=88�2 / i RE=888 67 `\: ,i, IE=88039MH �" \ Jy .1, MH +I� RE RE-:• 96 =881.6- 1 - ,i, L ERE 880 383 i, > -- MH ILII OUTLOT Ate RE=88869 1 r� 1 \ .._� — �� �� IE=879 94 •• ��„gso1''-1- i ��\ s G6RF CONNECT ,_• - / TO EXISTING ALAN \� MH=892 00 \ , / \ ``o k\ V'r• i \� \ REFORM,INVERT (7YP„ EE 881•0 et\-\ ' �'.\\����'/ / i' (ri EX -205 `0• IE=872x'47 _ ,��. RE=886 73cif, ``.-� �a/�! - '� �\ RE=88 63 MH 1:17(141Pittlareft IE=879 20 '.�� t�� � =__ \ ' >\, 8 A2 \ RE=89210 \ MH . , /�/,,�'�e�'` ��' ,�_`E=87327.. 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'c k ;9Q 25 ''c-ocv �� i 7 I �•�'.� • �� •� E=878 56 �mH � A „ �� eillt'y� % - rT /.• MH ! „iiii .� RE=891 U7 Vii// ***a• �� I ' /! / _ iE'=8.73 97 is RE=890 97 E=877 46 1� 0 ~CliA v .•• • l 1 t • .. `►t ��• / IE=87619 �� �� '. • -� 1 \ I 1 _ RE��87 71 • _ **Xt ila.”) r \ �\ IE 873 96� / ���•• r1 / .���� ` � �_ r�•"'�A� •\ ,��; �A In• NW \ /. - r �� /�/ Com• �` RE=888 / , �� 1►.. ��J .' % � "Wit , IE878 6J An p\ WIET TAP ANO CONt`uECI, .111r / •,�°�/ ' •� ' ��� �j , �li TO EXISTING WATERM},tN��`• / ' • // / .�` �_ "��V 1 _ MH Amin 1 aa�� WITH GATE VALVE (TYP a ��p JJ fes-,• N. �I� / \ ` Iv . , PE=891.1 I� �i1 II�y / ♦ M _ i I• //� �� �� E=8789 w w �: .F�T.� (- IE-889 7x919 ' '� �'�1� /I��III • H OUTLOT B �t�p��� IIIIV � Y_ M u ME \ _ r MO 91I -E=892 62 ill X I _ ! n w t •/ J<i' � I • align www�inIU E=8 96 NWL08830 _1 r� r r - I s ✓� 8 STUB _ -_ Cri 0 \ I -.�,� 8 STU.29 w1iir11 --amm-imuk:11.1._ IWr' HWL=887 8J �l w � a� w��w•11� llre � 1'�I rn nl _w n L �1 -� ;^"I_V� Ar.IE1 MHMH �� 11 w w � ��•\ `•, - _I 'MAAll NPn ��w1 RE=89116- - --_--- _ _ R 'M,rI III , , J' /V 8 S7U8 RE= 88; w I r�1��1 }.r� t- ��a - —�, tEn��• . BBD. �@ �...0 / „�� • _� ' ilLiall � � uww 11 11 11=1111 mums oil w w 11.11•11=11. �■■ i — 3r �7= wc _ \ UTOT CV� e w rtYrc eyEV I 'v w� �T■ e :n1V re ! te ee Ln L Ji ' ' iCair.Cal.rii i.Cal.ri Fi1 �l w lll 1111=1111 J il re J ai 'Mrs MIN �� • NIIIIIM w w w w inummummummoomme o � 9@ �J� � MH RE=891 75 _ - - \`� - - \ IE=878 99 TYPICAL CARRIAGE HOME UTILTY SERVICE LAYOUT ' B GENERAL UTILITY NOTES. c • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION 7 \ L = n. AND NOTIFY THE OWNER OF ANY DIFFERENCES r::-, • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL ir 1„ " PVC SAN T CONFORM TO THE 1999 ED OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER ERYICE MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER iiI1 f K_ II I LEGEND o INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN" AND TO THE ' "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT OF TRANS. '' ' ' N n SEPTEMBER 5. 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE ��_________. 2, __ I + EXISTING PROPOSED REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY - ai't '� SANITARY SEWER -- . -- SANITARY SEWER —4— • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE I Z WATER — --- WATER —I— rn OF THE PROPERTY UMITS _ I t I � a - �- - - - T r — HYD W/VALVE - - - : HYD. W/VALVE 4- • SEE ARCH PLAN FOR EXACT BLDG LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS a SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT STORM SEWER - STORM SEWER —44— In • VERIFY EXISTING INVERT LOC. &ELEV. PRIOR TO BEGINNING CONSTRUCTION r Ij - - I - Ea DRAIN TILE ---�-- 8 • THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7 5 FT OF COVER THE I I 1 2QPPER WA ER 111.CONTRACTOR SHALL VERIFY THE CITY AS-BUILT CONSTRUCTION PLANS TO CHECK --'—'^I ' IiVICE W/CJRB m LOCATION AND MATERIAL TYPE. ' IL �'r -' eOPIIMES. 11111111111111 is • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED Cr 100' 200' 300• m ' • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR — — — - - - - - — /lik Aj-l.— NOT FOR CONSTRUCTION Latest xe.l„aa wee Of/16/02 • L-1 20021058U TP1 DWG FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION a Dote 08/26/02 Sheet 6 OF 7 Elk River I r.ws.-5c aw r or�r'r•••a•r--ter- wee, w � Prepared for. .Westwood Professional Services,Inc. TMs—r•. •+,a� ,....._.. „ot r,,. Preliminary Utility 7599 Anagram Drrve Crank "°' Centex Homes Station elat E,le,,Prarie,MN 553aA o..ww ANS Plan /la•ne:952/937-5150 Fax:952937-5::22 Jason M McCarty 12400 Whitewater Dove,Suite#120 o..a 09/16/02 LI_,i 41955 a,o. ��a�� Minnetonka,Minnesota 55343 Elle River,Minnesota J 02002 Westwood Professional Services, Inc Coll 48 Hours before digging GOPHER STATE ONE CALL __ _ - _, TwinCity Arca 651-404-0002 I Mn Toll Free 1-800-252-1166 IL it = l = - _ --_ __-- _ — .a. Plant Schedule • it ir. 1 \ ` _ ,,, ,b OTY SYMBOL COMMON/BOTANICAL NAME 512E \ ,I, OVERSTORY DECIDUOUS Hdckberr y/Cellls occidental's 2•B8 y. l'Ii l dr '•\ ,Ir :IL / 352 ��� Common Thornless Honeylacust/Gledrtsa lncanthos vor ,nermrs 2•B8 Ji /• Fall Gold Asn/Froainus mere'Fall Gold' 2'BB \ ,Inc ,k L "moi ...-1,,,,„/ 4'' f Patmore Ash/Frovinus pennsylvonic "Potmore' 2'B8 •� ::- - Northwood Red Maple/Acer rubrum a'N orth wood 2-8B '\ '�' ikl'`' ,Ir air. �'_ Swamp While Ook/Ouercus bicolor 2 B8 ,Ir �, 'Ir ,r?'_ _� - Northern Pin Ook/0uercus ellipsordalrs 2'88 \\ _ ' - --- Rea Ook/Ouercus rubra 2•BB di •'.•- },\_ - - --- •-•_,_,L,..:,. '-'` .Ir ,'L, ds�j�%' �. ,OVERSTORY CONIFEROUS Colorado Green Spruce/Piceo pungens 6'BB w,ti„ - •.\, ---r - - �- -':•...`,. .. . �`.1'l I BO © Block Hills Spruce/Picea glauca 'Densalo' 6'BB ,�� di -.1- Austrian Pine/Pinus 6 BB __ l.<•.• .• - F'• - \ <.-r- „'-sac�•4.,±-�.-.� ' ' �i'r 14 11 Ti.- ♦ `�,- /Pinus nigra �' ---, - • - - - _ \ __ `� Scotch Pine/Pinus sylvestris 6 BB • \ \ -_ i` . ,s, �. ` _-- AN-. .k ,lip .•''• *1Y NON \ _ ^Y _ _ \ \,•_ /' .:0-4, .' `.`�tS •G•� •gi,... \1N Li.,�1 ORNAN NTA/MI T RY TREESSplendor / P _ {\�\ " `„may - - - ,11 i ',�'` ��, V.,3°- E L ;5 O Sed S Snaw Crab Mows "Red Splendor" 1 5-BB \ \\ L __ O - - =.,,y.. _ -�,.- y , �-� \,A�i•�1+ 11 153 h Pring Gab/Nolus s'Spnng Snow" 1 5'8B • // '\ ,4 `'- /� ';A0t- -; h „•.�� 0./ /. Thornless Hawthorn/Crotaegus c usgolh'Intimas' 1 5'B8 ,' -_ 'i.• / \ \ \ s �;7' - O'\' .` I �.. �� OuaJapo�nSeAzree Lilac/Sy.�ngo reticulata 1 5'BB / '\ i\ i - ! - s \ L ,ir —� / 414.,;1(17;114:411\111\‘.74c4. ri""�\�•-<\I�i;'f" .� �. 9 Pen/Populus Iremulordes 1 5'BB y x-v- __- .. r _.%,� \\- i d" .' �� � \� .{;-,,.04�"�\999 /J�,lO r �, i� -t'.•'' _ -_-- fir. t►'♦ s' \� 7 O� /�//�•"i. •�_ ` /' 1\ �� �N4 i!" \ •b NI �j��''- i}- �� 1 +iJ 1I� livc Preserved E,�sbng Trees '\ 1 rI Z�/ 1, s'. CII //:-->,\Z/ �. Ori . i 1 S �i 0= ��\ .. \ , r \;/' r tier [s �r1/f..�J ♦ •��.� it� ,..ei :.. s \s..0..• ► •��/�• .o.• � / '' .��/•� N/� _ l .'_y -ii..N rte/ :,, r�+$'�^� ��• NOTE QUANTITIES ON PLAN SUPERSEDE L157 QUANTITIES IN EVENT OF DISCREPANCY �� ` ,` _ - ♦ ♦ .i'• Lai` I ♦ ��' --',7-`2,'!- ,a� : �Il.r�� i1 '!O. itlQ- 'C��;.���. ♦ I�� -••� _ - ..` k !ia 1r0�' '� ♦ d ���all j ,� 077-7---- ��►� Ay A 4 leo "'•felts- [ q�' \ �'f 1� -,• '40 �y''1;"° *\1 i�i k‘ �.�111 J, \ ,,� 1 '- \ 4,,,,„::...• f ���ritivm; gi [,j �" - - - -- - ---- iIN 1� .A#-.,..,, pr,,,` mt 14,0 ►V�<�r t: e 9i y i►i. y i m� ♦ : 1� Tiiti ► A.�• tri ,- J ►,i slr - ♦ !l 'f►� ill'M ✓ .' ,..0,0...,,,,a,,„,......,..1,,.,,„,„ .c 1. 1 1 �/ f`-�•. � �St•�r 1 ♦ 11\. � 5 ;��.:;' �u :��/ ; — -'o�� AsO/?� vi e& -V ur• ill,. , : Landscape Requirements • 1• REQUIRED PROVIDED gi►�• 7. ��� q►1v ♦ __ 7 744 46 L F a0 194 trees • ti c.:a % _ g�. IDi+r'� 0\.?y i1►;•�► ♦ '� ,,�311eu2 ( / ) (, i' `-� fir- ��, i <�p.;/i-~ ��t a %g� "RYA 6s / \ \ \�� �:��?•- /r / '�--�i►s /t..����=°1_CO ` \ 1� I` Trees en site 194 (100%) 585(100%) ' i• 1'• `� Z�` _ '"". ;..--.--..--...10,41": 11774.-:),1 �irl't- r • !n •tom v t ♦ �t� 1 � Overstory- 9B 50% 35Z 607. • i '% '\ /J ^�i� 7► �' ..+^' ss .P 1 .♦ {e,1 p "I 0.SL 4%V �� 111:, 1 1•• Q ) ( ) \, �• • ,.. _ � r►4a'..r s0. ♦ .44 �► Aril''/.✓/a: • ON �nQ:�i.\ ornomenlal 46 (25%) 153(26%) �` !r 1:,1a,�1���� p��. w� .1► P �i A� �� a tta Pi 1'.0 1 / 'M'r3, _Ie rsv91'' 111• \ ./ ! IkiMYJ e •Ili` \ �( rG' �� t_ ` r �f D• rr, `-.'7--" '�N S �1 1►'' II' ! i 11'I —~ 1� ��:`si: I jIi - 0.,1 ,� 61L.,,� ,11=ii1l�re'• 1 1 I1i.} /;O` cr:•I , a[ftta .to... �. ,i la. ';i \ i' ,►Y, , ''' = d1' •/ "y•• -, kw: Mutat 1► f^ VP' ;,411 11.,1 I . i aim. � `li�5 Tree Inventor /Preservation Calculations al/*tsy�'�y,••r.-�. (1:41'11.1!!i „ .16:1 .0 . .i ►rnl 1►..n, 11 #1,11„ y T�� Inventory Rr- •)� !' 41• 1 r�r •,. / :sir r r/�� • ,.rr.����:. , q► . r 1 . .►; :1 ii1 ni in'.- 1113. 1111 / '� /�' --.2- _ l' i I S4i:::rate x.3.14 H si lilt i' I ► gime gk=l I'g! 1 1Rs le---L-ver, NOTE- INVENTORY WAS CONDUCTED PER STAFF DIRECTION USING .� ��•ao riot aiD. � :MIMI 7q�' •t ��., _ � j11� + 1 i� � i►11i���111�• II1 ..r .. -�%" '.—f�■�. _ -` _„a� JI= p, l;O11 Zvi1r� r �"" „\ •,�.,p.■ 1 � I;�� 1•�,� 1,�� _ •�1\(y-��1it� �71tW 1fV'1' } FORESTRY MENSURATION METHODS nI�. ,♦ rn' _ Total ca nvmlor,ed11 6 ac 100%�$ o n a�Ii;Iin1_n el,_�1 w= _ J 4 /1”I g% !:?11111.�per,,+1 0 . if `1=•r Cpl/ 1i / v _ i► ilc,�..�-•11►. i0.- ,„„--• I � r aPr ( ) �tCi, y.b� - i.':.��e1 � v !hal - s_ -�� __w�r_��►���.r11' nzR�it. .tet;: .. ��.o/ �// /0000000 - ...., St71.-N ti. 1 ..J�♦, .11 :�•r+��i.-�..:.��a����..�--pier-,+ ,,:._ �..-.a1��sP-ri>a�! I�' _ Total canopy removed 93 oc (eDz) .,..1•Ili .i ►`' ^\�� �� 111111 E /�!K!/ w� f. u ► �.r .r as .r .r q,'/q .V /p/ •� �I Total canopy saved 23 oc (20%) - '�--\ w y 'F_A 0•• , i r!• •11r .�, As Alp Ar• At. Alm w a. w A� .� -----7---,. 7- 7 L" ►1���11'I�N sG� • ��........�r,'_��m•. .'��:.:vffr•sMcra�r-._�r.e .��s`'t- \w�dih�li'/•I �� �� v.,>'� *It !y 0 qe i1• ", ani U+ "���. !R/ ���i :r `mal i �►sy►;.v.—ice r,:a------ ter•- .► „A-s♦�. - . U 1 � �..4 S �1 � � `. —. ,n•, +.1 „7n III. �'i�E� - /2,,,,,,,,/ t'�..aw.t; ti yr .r .r .r .r .r .► �. •�ih Ila• �''-- '+ 11r:(_ / 1r���e=1' Q��.•:..=1. /.� '!:� .� �► .�.11liy 1►„ �I:n. * ail W rr'i 4i .ei t11:!1iL•!�..riil Bait h�' ,i' ��� �. .� .� .� .� .� .� i�s��r •_ -T►p ail t�i� I �-• s9 1�(7 �11� Y7��ii� C1�� ' Yi��t= { `: \ . i ` �j[ ~ =i,--si v� _r=_.1..�-a� _77th, gin.,11���� Ii © d ►fit IIV.:• �LPf /1 1�1 11 14 Ili 111= ,/, \/• �, i�aj, v1µ Jn C4."....... ."Iii 0,��isa ti�a���iys�, ti 11 i a u ►��: �►��l�s���ain�hg� �I� Evergreen Detail �' �' � ��1�1 i:\ ► 1 i da. .' p• 111 111 C I- 111 pig at iili �� �'� �� 111; \' 11141.4,,,,..,1104i.„ •� Acs �1 •� ► �� t-. �� ..�• v:' -1 ' r_ 44,t,"4111111•1101:4! 4 +i ti r1l p` ! I�i �`J� r�` tIG'��I iI (�Ca �!' Illi ♦I��,!' i / i. _‘ 9 - __- .-P.e ��.I//.. 1�. wc_. �r.!7,�.tla.-.:-/...Id�IDzFl - /•C�� /^,�+'�1 ►�s ''f,,, ��1! .�4►•Ili-�•—Jill •'•1 H' '`1'-'-y ► 1 .j-'- ---,..,-- \-‘ � _ O ..�..:, ".::+ _ r/J+�'"'" -. . 4 riil��in /r•I(��Ipf It� N1?.• _ n • tae �t� ,u• ....n - t I it X Planting Notes Overstory Tree Detail "' i-z,.,- -,„.q � «„ ......i.r„n•..nr.n Lanasoope contractor shat visit site prior to submdtmg boil to become Repair all damage to properly bon plentmg operations of no cost to owner verily all existing trees on sole to be saved prior to any planting of new veer wean rum my ..n�N•.pnn m completely ramnmr with the site cmmnms The Imasco infractor shoo 9e,any tree.a t.•.•urw.•lien ���iQ� Ill 4 nn.m•r h+• T pec replace al no char evergreen AN sod supplied sial be of the highest quolrly cultured sod available // - won,me,lx.•.rlwt ,,,,,„,,,,,,,, 77,.,0„. v�np�h` �, 11�;`�`”, 11 is the responsibility of the contractor to identity oll underground cables, or groundcovr worth foils to live through the fest calendar year from the Ime Contractor shall be responsible for the watering of all freshly sodded to ,� ?4�._���-=-moiS �\ indult`,wires,etc on the Property of Iona o A plants shall w^ vin ,,,,,vii • n(me.l- '''' �a Q\ > O, ✓`"-- i`,'aic cceDlance by Ili•Lmdscope rchitecl and the Owner- Ap ore s until talablished Aller In•watering the o e takes lull r•sponsLTly „�?, ••• p I`l ji'O Na planting vial be installed mid all eroding enol construction hos beenbe olive and m n lino satisfactory growing conditwn at Int end of the fa sod.guarantee period o if. completed in,mmediht<area AV evergreen/averelory tree en:manes shall have poly edging with a i deep w v,+•i1.+i•�/��w.n.» y"ai M..r.ilei.r..r »•rain•x•ral,» a The landscope contractor shall be responstle tor Enol 7odrng prior to sodding Few'rico deep shredded hardwood bark mulch over weed barrier fabric will be shredded bark mulch w operations. installed around all trees that ore isolated from ground cover areas. cPlanting details represent odequalNy drained soil conditions The contractor cII there is o discrepancy between the number of plants shown en the plan.d should exercise drsoelren m setling pionl,1--3'higher rn pnody droned sols- Intlthe number of plants shown in flit stool list,lM1e numbe al Dlont,`lawn m theWr•ppng materiel shat be first quolrly,heavy,waterproof oepe papaN plan oral take precCom<! mooedtured for this purpose- Trees shall bel wrapped an.to 12/1 andThe contractor n lessons-0le for povNn tl to diene n beau s. r n w.•••ii•iii•i nor m g o egos drainage y.peed CD removed alter 5/1 bathed or '"��•iii-* ��'iv'i-' mpareus seas ��\i AAll plonk shW be ai specimen quality and approved by the Lmdscope Tree guying m Coaeras shoe be optional, The landscape contractor shall be y `I qct- ^•h+ ♦ t^•viin r.m,nn...v e Architect and owner prior to installation. Plants shoe nave norma, r Cr 100' 200' 300' m responsible far mamlomrng trees in straight upright condition for period of Bock Ml sali use cultivated and amended spa ex voted from plonting holes ��ri' .aI_d<vNoped branch, tem,,a wga.aa,fibrous root system. they s,ae be NOT FOR CONSTRUCTION Latest Revlaon Date 09/1./O2 • N nun twelve months following,nsehnolmn a Remove al dew„mcwdmy roe,larger than Yam ao- a«. •.»i »n iw ear,»,., sound.heathy,ranchos stones from defects.roes knoll,s scald mp,nes, r'•'^i•• w ora abaomns of the bark.plant diseaaes.insect eggs.bores and a4 farms of L-I 2002105CPLPO1 DWG mlestotions. All plants shall b•nursery grown Slake all Tree,mthe/field pow to digging Lmdscope Architect to approve Co locations prior to msla1ul,on Date 08/26/02 Sheet 7 OF 7 _ Elk River 1 a a. O... m r w Prepared Preliminary Landscape/ par,wr•�r r 1•I ..ply Somme mesa u. ae.,...e Desert I,a/erw for. Westwood Professional Services,Inc. w.oaT� Lor por...,..f A..... °Harp;Cay t m n'• ower Em dry ped •7699 Anagram Dage - Centex Homes Station EJwi Prairie,MN 553u Theme @ Tree Preservation Plan Ririe 9521937-5150 Fa,-9521937.5.:22 Diol 1.Hawk) �+o.rwkra 12400 Whitewater Drive,Suite #120 N. 09/16/02 ,.,�,�y,_ 7µ5y - Minnetonka,Minnesota 55343 Elk River, Minnesota J• r 2002 Westwood Professional Services, Inc. Coll Hours before digging GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn Toll Free 1-800-252-1166 • • N \ IL A AV A. 711111% \ ,� ,,� A. ,,� � Wetland '�` Total Phase 1 Development Area 49.0 Ac. i Non-Dev. Wetland Area 11.5 Ac. 411111 Fr AL — ,� ,� ,. ./.',.;_ \""--'- i- e,--8 \ D Net Dev. Area 37.5 Ac. �� — '- Total Common Open Space 5.57 Ac. (14.8%) — �' A 274 Ac. /'^ (� // 'ILIIL , ,�/ '. 111111111111114�' C. L15 Ac = ` \ / ' D. 0.48 Ac. �_ /. 1 ti ____ /,,/— ,psi _ „A) ,,‘ SrR `, f/, � .//"-- %/` `✓ / '1'. \ , ,�.K.. E. 0.19 Ac. ET 4 `� / oe % r` �� ilit ""'"2 .,. ` �, Ill F. 0.14 Ac. --i! 14Arirl);-:' . / /' : '-';' , . ",':, -, , ' . -------- t_ /: ' / /. ' --„;:,‘- - '';',- :: ;' ' 7 -- - fiek 4 , ...”, ' *.. / - i, ,-i .\.,- : i til I id / STREEi�•: ,0 4,1-,.S. l' • NI a 1,ii III 4 i eili ,, 4...,,, .1 El g o a■I ■I NI a r " I �� :%i ID r1• ■ ■ L..J E� gm '�--1 _J p. ! 'EET 8 ����i� 'i iii ,iiiiri ,,,,,gy:,,, ,,,,„.,,., e. ./\1114.41 .14,es„SrgEET B - yj y5,,."i'; ' /,3a IIi q �„Ji' r ,':,;:X.;11';',04„'‘,17'-'%,V,1' — ■ r "7 ( r— T I 4 // —_ _^ —(\ - 7 — : mir _ em ii l r ■/ mi .,, , > %.spy% _ , , • ■ ■ III 111 Ill galMI MI NI MI s c x N S O, L Ifs `a m E. E. 0 INIMM , MEM MIME a 0' 100' 200' 300' • NOT FOR CONSTRUCTION latest Resume Date L-1 2002100851.005 DWG n, Date: 09/17/02 Sheet 1 OF 1 Elk River MA I=unie ar dW t 1 a-v Yar1 RafS510NAL IMYai met .Westwood Professional Services,Inc. Qpm "r"thi "�O""` _ ci, Prepared for Centex Homes12400 Station OpenSpace " Eden Anagram Drlve Space Conunon Eden Prairla,MN 55344 �` Phone:1571937-5150 Fax:957/937-5922 M J.Hawk9/ 1-4 Ravers b,/4fa Whitewater Drive, �►12Q Dols 09/16/02 Wre t1. u+*��++�k• Minnesota 55349 Elk River,blinnaota #1,-:fg-f-_-:4., 1 " --c"��' �- •.+,The Carnia :> ,, -_F,:_( _, ; F • e Collection V •`R` - .� . , : This product line is designed to emphasize a neighborhood setting through architectural '..1,- v-4_, - e,.1 i:,,, ,:1111111 tt'-:-:.',"--.-_4:- -A- - 4 �= _ ., 'y� �� 5-153 .:,4,.':1 '=:;. Floor Plans Sizes: 1455-1532 SF - "- ' ,�� �,,;• ,� ,. el...'-.--": enhancements on all sides of the home structure. Configured as "back to back" town homes L��1�� �'— ,„- sem ; @�Ii•:� std- - s' _ _ the Carriage Homes present "front elevation" looks on all four sides of the building. Price Range: $130K-$139K _ `= ,,, : , _ --.t, Itto.,;• ,, 0,7 0.'.m-� .�,q,,,,„ - • _ _ 1. The exterior character of these designs is achieved by using front porches/covered entries with y-, ---diff, -.-11_,C-N, ��w Key Customers Demographics - at �,,;'a-�'A (- 7.1architectural columns, and distinctive exterior detailing use of brick accents, �'-- ;'' , :4 ' •f, t' '- • '• ''�� � Dominant a e Grou . 25-34 V,'70--1-:..,:------',41'� ; / • "� �� ,y grilles, window crossheads, shutters, etc). g P' r � s` �''' ',-_ w t \ -_'".:;,' ,: t gable treatments, window ind _» G.. Household Size: 1-2 _- -:- fir•, k .=-) Ham=--<T ,- le The interior characterofHousehold Income: Avg. $48K -f - ; '' ,;• �% , , kCi-;`` lli these designs is informal, open and value-driven, focusingon the ;''`;>r a Group: Young Midscale Suburban , _'<: is • -dut o5 lifestyle needs of our selected customers. Plan elements include 2-3 bedrooms, 1 '/2 - 2 '/2 �� �' ;`== •• ` -- - v:., ..-_,:. ,• � � .�i,--. ....- Singles & Couples 1 -�>— b•1 = :,4,._,r,0 l r e baths, living room open to kitchen and dining areas, kitchens with snack bars, loft areas, ��:* ;;,-ter 1Z-2-1,1--- - .. , convenient laundry areas, and optional architectural fireplace/media niches. :, _ �.� s � al,► :'� . _ =i`, tom_' KEY EXTERIOR ELEMENTS ELEVATION STYLE: Eclectic �1 I I ROOF STRUCTURE: • _ii Front to Back Roof: 5:12 pitch with 1'-0" overhang & 6" rake �, � - Side to Side Roof: 8:12 pitch with 1-0" overhang& 6" rake ' ENTRY/PORCH: = 1 ` ` r— - Covered entry porch = 1 Porch Columns: 8"Architectural column wrapped with fiber cement siding '-f----:-:-_-,-.7-:;•,:•,; -- r EXTERIOR �� _ I �. • MATERIALS: ! � _..,: ; _— � - _ -,_ � — --- – _- _=s �,� e=" ' 1 Siding: Wolverine Restoration _ :,,-, ,._ �. �~_�;-_;_,_ � -_ � � ___ =(� -,-- i Collection premium, Double 4" Clapboard, �: _ 1 1 - ... :� es oratio 1 � g _I _ .. =! ... ...-_.:,,,,,•;,•%:.2...m .._- Csl.,, - _ -- I I �' -f :.- low loss woodgrain finish, vinyl. The Restoration Collection is approved j— --_ la -„ ��� -i ,6i , ii g PP _ = - :;. =_ ,:_,��—. -_ b — bymanyre j ..-M--z---7. es �v "t:".;';.-:•7.-.....,, - _:;i;:; I i ,� I { preservation commissions. IT '�!' ----r =�i�y-,-,114.—' r= _ r ( _ ; Masonry Veneer: Main level wainscot at front and side elevations UI!I!I1II'�Iir:� e���000001 II L. �sa���a =I _ �='w,,� ! _ ». - I i �v = .j WINDOWS: r�.. Jf' - .,� til �I _- - � _��.}, �®�®�®��� �'•. •f:__-= _ '� - _ �j. ��_� _ �.----�- 111'1,A,, � C— Type: Single hung vinyl �.� xt. -., �. I Window Grilles: Colonial grille pattern all windows EXTERIOR TRIM: \, Corner Boards: Wide 3 '/2" outside corner post, vinyl if Window Trim: Wide 3 '/z" vinyl window and door surrounds reflect , architectural tradition; Crown molding per front& side elevations, found on many historic homes Fascia: Wide 4" aluminum clad F!RS i FLOOR, Shutters: Paneled Shutters, vinyl Specialty Trim: Decorative louvered vents in gables, vinyl per elevation • CENTEX HOMES `V Pwestw°°des,Inc • Carriage Homes � r ��� i� _•-•:-.-„---', :s- _ .- *. ' _ The exterior character of these designs is achieved by using front porches/covered entries with -= --.7,-_-------,---:-------- - r, _ �`: (appropriate F -, �� architectural columns, and distinctive exterior detailinga ro riate use of brick accents, {� .�_� �.'---=,.=���"=='; -W Floor Plans Sizes: 1400 1600SF ..___„, . - = gable treatments, window grilles, shutters, etc). ' 'I �3i F- v',I,I ;, /� ,p Key Customers Demographics ,� .bV , =-z =L It ,= The interior character of these designs is informal, open and value driven, focusingon the25-34 - "_ : = - - ,, `�-Y "'? "• = Dominant age Group: a. = a _ vim,•• ,..���Y' lifestyle needs of our selected customers. Plan elements include 2-3 bedrooms, 1 '/2 - 2 1/2 c-, `, --' ''- �. Household Size: 1-2 �$ ';: ' ” baths, living room open to kitchen and dining areas, kitchens with snack bars, loft areas, �i N Household Income: Avg. $SOK :. , , ';- a °i convenient laundry areas, and optional architectural fireplace/media niches. , ` . Group: Young Midscale Suburban b // _ . Singles & Couples C _�. 1'� _ s �``'' -� 411,A^f � - - Vie - -1= •` _ s. .- ____,...„, , /Ilk. lit e4 ",..---.6*,„' •,-• , . --.':-.__- ,-•7 i i i?''''':-,,,,_2.4 kg .2iii, , - . ..) '4,-_,,,N.-1-, ----- • ,-.„.i.--..,—„_ ,A .... ,_ ,,_ ....,.. .:.\. ,.. ..,..,er.„ . - KEY EXTERIOR ELEMENTS ` ELEVATION STYLE: Eclectic d- c'. 5- ROOF STRUCTURE: • , . s `•J V ? � ,0rt. � Front to Back Roof: 5:12 pitch with l'-0" overhang & 6" rake y- •- - ;vA,r ,-" �' 'L- ` �� - - •- _ , '- Z% t, Side to Side Roof: 8:12 pitch with 1-0" overhang & 6" rake >- • „ ,,� =�• • .:•0 . , c,/ '-•`� ENTRY/PORCH: • -;o;, , �, -<_ . '''''� 4< �0 0y" )``� �-e4.-?r.1 ./,- �j'd � Covered entry porch `0,;..,' . ;.:-, G`W �� Architectural column T ;* - ,� �' � h _��. •:x/ ,.. . .r Porch Columns: 8" .:• :::4"•;!-::-!.'4-,•i-- .10 s -,,:,,,,,-475:*• is``. . _ , :� � '�' y% ;, EXTERIOR MATERIALS: ^ " ` _ _ _ - _ - __ :, t-e'r-4trik ;, Siding: Wolverine Restoration Collection premium, Double 4" Clapboard, _ - _- _ = ._, _mss +, _.-- r-r,=__= _� _~ _ _ -,--_ -_ -_-,- -7-1.„....= yi low-gloss wood grain finish, vinyl. The Restoration Collection is approved= a. - ' pp ri:_ t � 4 c: = z_ - r -.--T�•-�� llf=• ,�. -' I ir, �� _ __ __-s,��_:� _ - = tet :;:ilo I b man � .r � _.� _ -., --� _ __ y y preservation commissions. `iY 3 ;, _ ,-7-7-„„---..._-=-,-, � -— _ \aMason Veneer: Partial main level wainscot •:r r A�• _ _ _ t .t 9Ii \ % rY mscot at front and side elevations tic; — :i:= S`•-la' '," .i -- nea.J It! :!' _. �— •C - `'�„\ Ci e.--:� �it ��� C —�il �`-�,'•.r`-.Y,� ,� EI; I�t��� � .I ,tr� F� � I� Viir.-.-� ,l�gl - ��`ya;' ..�.9 ,/ "E;��, _. =,� "`Y ', "®,, _!i ��__ .••.,••...•..-_� � ._ •� — >„��I��=_-'--��.1.i�,: � , WINDOWS: • -_ '- ' = = -__ - - --i _ =�8 ' '-_ i a '• �} Type: ! - _ =_=- _ -. — _ yp Vinyl slidingwindows ,., ,. �a= f3[�f i --Ri=,., .fi q:G.+E -�, J. - u, - - - --- _ ^a'. '; .. ..fit _ 1 :�" . .Y^. 'rY Q�,Icy _ -=;Iu.•5 �,: ^�., _ - _ --- - ,�,:6;;=�3 a:..r ,:�K. -- - :- ,,,,I' - _ Window Grilles:r, '.� r ;tz -4; _�{�.r,c,._Fv..; _ , , - ;;., - - i;,; s r les: Colonial grille pattern all windows �, �i�l iris. -w :. F-ldT1-fy.(= rj 'V%' a ,—iGJarr - 1'lil �I •ice` -LC•.•��..•..•.• E.b' y^'*i _, ■�'OI _ il'a".u.,�: C,•- .< �_ ,. "- ,y p �a Jt. ,, _ - - i- - _ _ : _Ia9,1'.v� - - .T7',- ,= I �, a 'r..- EXTERIOR T _.--,.,_-,-.014(...:'''' -r .,r r= _ 11 L j`T =x. �. -. - o Y„ l 3 : :; j,`, t ,aa '. RIM: �''��rrrr— 1 f - I;� r= •: „ t; a '"11-r'. .Y+ 'i •• -- SFr; _ .t :t,4, 41 , oiII-I• +n' _ _ - - fS( . `'c- F":- Il-1'(-- --.- � -;I - ., --1 , �t "'_ •' - _ 't�.e'„ , tt �.-.� `:r_i- �, I•'�� � )_ _ j_,ir <,n=r-r- - -,=r-- �-�-- __• ----•,---,-.----,----,------,-,----- _ -- r__i SII l ;f; Y Corner Boards: Wide 3 /2 outside corner post, vinyl ---- ,--= -- — - - -_ ,,.' ;1"' � .- � .- �' Win - -, •� �..: �;�, _ =.� �� � '=�'� - --._� _�: _;' ,, ��,' ,1_- :17:-..�-- �'' �:-� _ ; ��_- Window Trim: Wide 2 /z vinyl window and door surrounds reflect '/','/. y%s-' -/- -u _ - - " -:-- __� -- _ ,:•-r• --'= - - - ...7-,...--;-_ architectural tradition; ri�/ r- ,i'//--//�i i-'ilk_- ~:� �'��� -ii 1,,%//////,,,i- :s, '.:✓�..j^"�cx :t -- =----- -_-- - .-....�- Y'`- ''w'r",`-.'.y":i` -n`:wf _ -- �.3_/ c'�- ?=4. . �.• ,/,, :',:,y;;/,,,s,, '',- r._; ' z-'•>-..-1----,.-•N9-',„4-1- ,-1.4;-; -T ..7,; . =: =� .� p = Fascia: Wide 4" aluminum clad % '% /`� ���/ , , , - - j-/y ,V ! `i/",sem, ,. :�.'_ ,-._._; .:�, 7 99 Shutters: Louvered Shutters, vinyl ''�%//;'' ' ', ,iir / //,----, , Specialty Trim: Decorative louvered vents in gables, vinyl per elevation GUNWeRsoN - FI,Rns-r5 CALLEPf ,, /(c,ict /iii,% /,,//'.: ," 0/ ' , /i / / I/1fr/,//ilei,/,'////�%ii ',,//,,.ii%///'i /�,( .�/ •,,i/i/iii�ir�ii//i,,ri • CE NTEX HOMES VV Ih► woQd Pro(oestaional Services Inc • The Georgetown Collection ��_-_-,. - .. ., -__ Vit,_. a - • : .--.„-....:,01:0„,,,,-441-414,4\.- ';,,,,-4 s,;;.-,A,,I:�':i ; „. Th productline is designed to created a friendly neighborhood setting through traditional neighborhood vFloor Plans Sizes: 1506-1776 SF „ ` .1 0 �,` . ',i,•,-.E.t-S� design elements. Surrounding public lawns with two-story townhomes forms an intimate common green, ,; ` ' -_ t ---AV 't 4--,,-_,n0.-F,. ',f=-' ;� =. pedestrian friendlysidewalks connect the commonf -j-=%''A 'I� .: �r- : greens to the street and thet ,,z4, �! - - z ownhomes. �"i���� ' Garages are Price Range: $l SSK-$180K °Z2�% . _ i '• t;�1, - k,3 located at the back of the home, on -` .. .-01'-�- =' h'_ "�- '�I '_ _ ` _` `gl sevice la _ r -r2,„,,,,..„- ss ,uy,! i 4; .i..::.�:_ - = /-.. nes. • v -� �� ,��7/� � � �:,s.' �• ��,-`= : �'• "y':*.�=- - 1,-.0,-.,_4!--y,,----4! Vis' � ,Itl � � �rrR�--�-�'"a��;�;�'-�"_";«-�� '.�'• r K1-� KeyCustomers Demographics _:i--,:_i,:.'„„,:.-._n.. ; a :ii�'9.1i i �.i i if,_`ill JIt h4 Y"= .\'~ ?4Z;= The exterior :: - =,ate'-- ° +.+ - =±Vit, " _ _' I _.:E�..!1_t-`` ' 44:,,,,'r1�Y character of these designs is influenced by traditional Colonial styles. This character is achieved Dominant age Group: 25-44 '- ' = z:3:;.4, `' . � by using oversized front porches with architectural columns, and distinctive exteriori. _` = ',kr-44 _ - yi,-72-._,.:7.-,..--7- detailing including �.'3 t;: ,,,, �� i, _ �` -12i Household Size: 1-2 .}:,- '- �� •�� ���., _ •�'�' :� � `-�. �,�: - �;- �_� '''' ;; ��, �;�y;_ ;��'- appropriate use of brick accents, gable treatments, + - a a! -:a �-�_'" !! I'f, (�,�; v-I r' window grilles, window crossheads and shutters. Household Income: Avg. ;: - �` "=� , "�" --- I -� ik .fir• ----_, Group: Upwardly Mobile --_ . 5 - r '�!;® ,,,;-. ,T�K _ �` _ __ ,;: —zit The interior character of these designs is informal, open and value-driven, focusingon the lifestyle = =-"-T `y""== _ - ` _-_--_-z-.._-:---- `'" ,..,....-_-_,,i- :- � p needs of -_ , _��._ _..---,-4,--;-. =_ ___�-��,.- �. .__ _---=_ "-__ _ -=�•= q Singles & Couples __- :; _,. ::.:_" Y- -. -=¢ - . --- .---ti'. upwardly mobile singles and couples. Plan elements include 2-3 bedrooms, 1 '/2 - 2 '/2 bath = ` • -= _ -``_-4_ -•::'—' — -='�, 1,-1-- _.;,-,•. ,--7,- - s, great room open _ - - -- _-- =_ � _ -,:=-. ;<� to kitchen and dining areas, kitchens with snack bars, loft areas, convenient laundry areas, and optional : �y, - -_ —:. ) . .-_ - fireplace and media niches. Each plan also features a variety of storage opportunities including oversized -braiiitiff - - �" = "=�` = garages, under stair storage, entry cost closets, pantries, linen closets and MBR walk-in closets. KEY EXTERIOR ELEMENTS: ELEVATION STYLE: Colonial -: ,_,_F 7. __ _ _,1:' ::r:�-= -_= --_.:- ,— _,; =- , ROOF STRUCTURE: - I+ - _ -___ ----_---..-- -,..;:i..„--.--- ,_,----- -,..;: •oma'_=^- '''''.1--W:':;'''' 5:1r� 6" - -_ > % _- \ Front to Back Roof2pitch with 1 -0 overhang :1'-,- —=--- ,- ---*-7::,...,-- _- _ ; _=-. =_ rhang & rake �_±..::, .,..i-�..,_ dy=��� �cl-, ��_,::.�'-�':;Aij .iii.. i"iii_C[7ii.E- --li.J�i�.�i = " I� i a= :-:±-,.-E-4: Side to Side Roof: 8:12 pitch with 1 0 overhang & 6 rake with eave returns ' <-�-'�' =="tt c-j=;an =— t ,oi=,-�otnt== .,n�—�_'i -� yea': ' - . -- unry=l • =3 =_,nn"—=�� T---�evmJ=— w�,.= 1_�.0 _-- 7----_,;--------- - - __,_-,-._1:.....,__--- -_,...1.._____= v.d= � -��,6 7- 9I — ry ENTRY/PORCH: hI =_ d o a<I _J. •, =t_ 'o IITI I___ ol_�- "= II— .eilc Covered ' :iha:1==12.....1_1=r0. __�_' ;) _ _:5 �_1__• -�� •_° =J`TI-i'' -=i - '> Entry with 6 porch Interior plans; .-_L= - s `n- I • - " =•=BOJ- =I - r _ p --4.;e--,-_.r..:--Y-,-i-ivr.;r„-+�'a•�--------:-.=t,:',-_--4,„_-11,11--=7„;., :-.=--:-------". _` _I �c�- L�o �• W _'�I®I•:1------%...-z------,-' -�wT''" _ T-�-_--Y ,t^ __® �m=_ - - : Acorn Pediment crosshead with fluted pilasters - End plans Porch Columns: 16" Masonry veneer base, 8" column wrapped with fiber cement siding 1 _ EXTERIOR MATERIALS: I mi=x=d:-- = - =-f= ---- := _ Siding: Wolverine Restoration Collection premium, Double 4" Clapboard, low-gloss _ : .== -y {_ _ wood grain finish, vinyl. The Restoration Collection is approved by many preservation >i L , '3-6c%��r li';a- -.3 _-,,;A - r g'4 AtiE -';_ =_ ----__-_ -.4:17;''':*_ commissions. -� ;r' _ _ to _V I,1 ..-.m , _ E ____ - __—_ _ , e ( ! r - 7, L _ ='a"` -= -`' `- -- - _ __ ' Q1- is:F Masonry Veneer: Main level wainscot at front and side elevations, full height at garage �« �,'1-4 4T a ;. ., _ ___ ___r side elevation; Brick or cultured stone - End plans 1 . .1 E '�=�_:F ---- - Y , , WINDOWS: - -- ----'------- -- --- - L. _, _ Wale'--_ ' �n�-w`_�3.Z =- - �;�_:J� 1 Type: Single hung g vinyl LNI- Window Grilles: Colonial grille pattern all windows � `'r _ EXTERIOR TRIM: II k\/7, Corner Boards: Wide 3 ''/z" outside corner post, vinyl t - _ Window Trim: Wide 3 1/2" vinyl window and door surrounds reflect architectural ' �I I °' - ' ''°` '� �tL_ - tradition Crown molding per front& side (( �= "�� -' .--! —� '= _------_ -------- - _ g p de elevations found on many historic homes ter` (- _-�110.----- _1::,- r4;-;44. .ri Howarc R. Green Company September 18, 2002 File: 812620J-0240 Mr. Scott Harlicker Senior Planner City of Elk River 13065 Orono Parkway Elk River, MN 55330 RE: ELK RIVER STATION DEVELOPMENT Dear Mr. Harlicker: As requested, we have reviewed the revised submittal package for the Elk River Station development. As you are aware, this development has been discussed for many months; the revised submittal included a change in the development uses and in the Engineering firm providing design services. The submittal was dated September 12, 2002 and was prepared by Westwood Professional Services . for Centex Homes. It is my understanding that this most recent proposal for development of this property will only be presented to the Planning Commission to receive general comments. I understand that a request has been made that after presentation and a question and answer session, the proposal be tabled until the next Planning Commission meeting. With that in mind, I will keep my comments relatively general in nature: 1. In our meeting with the developers, we expressed concern about how the project will ultimately be developed and platted. As you are aware, this proposal deals with approximately 298 townhouse units on approximately 50 acres of the site. There is another portion of the site adjacent to Twin Lakes Road, which will be a mixture of apartments, senior housing, and commercial/office space. We recommended to the developer of the townhouses that the entire site be platted at this time with the property along Twin Lakes Road shown as an outlot. 2. Public roadways will service most of the development. The majority of the public roadways are shown as 28 feet in width face to face within 50-foot rights-of-way. At the staff review meeting, Cliff Anderson from the fire department expressed concern regarding the 28-foot wide roadways. It is the fire department's opinion that with parking on one side of the 28- foot wide roadway, there is insufficient room remaining to preserve a 20-foot wide emergency vehicle access. However, according to MnDOT design criteria for a low- volume road, which these roads would be considered, parking lane width is eight feet wide; thus the remaining width would allow for a 20-foot wide emergency vehicle access. 3. We have received drainage calculations from Westwood Professional Services and are • currently reviewing them. In our discussion with the developer's engineer, they have indicated that the design calculations will be for the townhome portion of the project only. Ltr-091802-Ha ticker doc 1326 tnergy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389 Mr. Harlicker 1110. September 18, 2002 Page Two We will review these calculations to ensure that in the future when the remaining property is developed, adequate storm sewer can be provided to service the fully developed site. 4. Our general review of the grading plan indicated that while the overall plan appeared to be adequate there were a few items that will have to be reviewed in greater detail at a larger scale. These items have been explained to the developer; they include the grading along and adjacent to the large wetland at the north side of the property and also a determination of emergency overflows for all portions of the project. 5. There is sufficient capacity for sanitary sewer and watermain to service this development. Generally the sanitary sewer and water system will be considered public and will be maintained by the City and the Elk River Municipal Utilities. Final determination of hydrant locations, valve locations, watermain looping, and sewer alignment has yet to be determined. 6. Another issue that we discussed with the developer and his engineer were the location of sidewalks throughout the project. Based on this discussion, sidewalks have now been added on both sides of all public streets. In addition, sidewalks are shown around Block 1 and Block 3 of townhouse units, which are located on the north side of the project. One issue yet to be decided would be who maintains the sidewalks adjacent to public streets. 7. The EAW for this development has been revised, reviewed, and approved by the City staff. I believe it is currently being advertised for public comment. From an engineering standpoint, the major change in the EAW caused by the change in usage from the original proposal for this site is a much lower traffic count. The current proposal for development of this property will generate traffic that can be handled by the two access points shown, one being full movement at the southwest corner of the site and the other a right-in/right-out at the northwest corner of the site. If you have any questions regarding any of this information, please call. Sincerely, Howard R. Green Company 4:&7/47114-(41,ed Terry J. Maurer, P.E. TJM:sgw • Howard R. Green Company Ltr-091802-Harlicker.doc CONSULTING ENGINEERS to/,* • — cfYitylk -. F, River 13065 Orono Parkway Elk River,MN 55330 MEMORANDUM DATE: September 6, 2002 Ref: 20021058.00 TO: EAW Distribution List • FROM: Ms. Allison Fraser, Environmental Scientist RE: Review and Comment Period for the Elk River Station EAW We have enclosed for your review the number of Elk River Station EAW(s) indicated for distribution to your agency on the enclosed EAW Distribution List. As required under Minnesota Environmental Quality Board(EQB) Rules, the abstract for this EAW has been submitted for publication in the September 16, 2002 edition the EQB Monitor and a press release is being submitted for publication in the Elk River Star News newspaper. Mr. Steve Rohlf, City of Elk River, must receive comments on this EAW no later than Wednesday October 16, 2002. • • Phone: 763.441.7420 Fax 763.441.7425 • wwwci elk-river inn us September 16, 2002 Minnesota Real Estate Journal !002 T'rcrfllC congestion raises CONGESTION from page 9 • new business ventures or considering • job opportunities. Second, these deci- pros fortransit- sions will tend to drive the value of properties up or down based on their • accessibility. oriented development One constructive approach to these concerns is transit-oriented develop- ment— that is, capitalizing on the loca- tion value of a public transit station or CAPITALIZING ON THEartery. This is not a new idea: European, �_ �.: developers have concentrated develop- VALUE OF PUBLIC TRANSIT :: ment projects around subway and rail stops for decades. In many U.S. cities, . �.. _ however, the concept is new and evoly by Charlie Ferrell j` ing. It may seem particularly foreign in _. the Twin Cities, which has lacked com- muter the fierce debate over transit '-W,-_,,- and transportation funding in the {w=- -, muter rail transportation entirely and Twin Cities, everyone seems to agree on where public transit stations often con y g _ sist of little more than windswept bus one basic fact: Traffic congestion is bad ` - and netting =' stops on urban and suburban corners. �;.j Guest �,� �- 1,1,;-:1,---- But several factors are changing the worse.The most . I development dynamic: the emergence Columnist recent Trans- '•' - of the Hiawatha Corridor for light rail portation Sys- '3` ,.,;;=.R transit, the growing likelihood that _ expanded light rail service and other tern Audit by the Metropolitan Council ';' ::-i' -: commuter rail options will be major shows delays in the Twin Cities traffic '3,4--: t pieces of the puzzle in solving Twin system increasing at more than twice the , Cities congestion problems, and the rate of peer cities. Metro-area residents :.`` already put traffic at the top of their list :`3- development of high amenity suburban transit centers. • in identifying regional problems. rnRei Fre PHOTO As developers eye long-term trends in As a result, forward-looking real Charlie Ferrell the metro area,focusing projects around _ estate developers will want to factor :, transit hubs may prove to be a "win- • traffic issues into their plans. The adagewin" solution for the region. Real estate "location, location, location" implicitly things will likely happen: First, conges- developers will build on land that is recognizes that the relative ease of get- tion will become a guiding factor in peo- likely to increase in value and desirabil- ting to and from a given site is often a plc's behavior, whether in buying hous- ity.Businesses locating in these projects key element in its appeal, at least in es; choosing shops, restaurants and : will have ready access to consumer traf- urban areas.As traffic takes center stage other entertainment options; locating . fic. Consumers will save time and has- for businesses and individuals, two CONGESTION to page 11 sles. And the availability of services at key transit stops will tend to increase usage of transit options generally — reducing the overall burden of conges- tion. • 0 Doing the deals But transit-oriented development also carries risks and challenges. Naturally, the first risk is the bet that developers Minnesota Real always face — that future growth and demand will evolve the way they think it will. If transit such as light rail does- attractive development opportunity. • n't take off in the Twin Cities, there will Creating an optimal mixed-use pro- be few hubs and arteries around which ject requires considerable foresight in to focus successful development pro- legal structuring. Consider the follow- jects. ing issues: Is that a likely scenario? Make your • Should the separate uses be carved own prediction. Mine is that Hiawatha into separate ownership units or just LRT will be successful and exceed pro- leased separately? jections because the quality and conve- • If separate ownership is desired, is nience of its service will simply attract this best done by platting or by condo- customers. Its success, as well as the minium or by common interest commu- sheer frustration of commuters —par- nity? ticularly voting commuters—sitting on •If separate ownership,how are com- area freeways is likely to spur politi- mon elements and common expenses cians to fund further transit improve- allocated? ments. • How does the legal structure affect The other principal risk lies in the mortgage financing — a simple mort- nature of transit-oriented projects. They gage on the entire mixed use or separate tend to be mixed use, and they usually mortgages on separate elements? require substantial government action • How does it affect application of and approvals. Both factors make these building and fire codes? deals among the more complex projects These are just a few of the complex that a developer will likely undertake issues developers face. The time to I from a legal, regulatory, financing and address these questions is at the earliest business standpoint. planning stages of the project. Indeed, Mixed use. Transit-oriented develop- the resolution of these issues will often ment is almost always mixed use, both shape whether the project is financially in the older European model and in the feasible and can ultimately be approved, new, evolving U.S. model. In fact, the financed and built. diversity of the development is often a Governmental involvement. Transit- key factor in its appeal.The mix may be oriented developments also tend to have focused primarily on office complexes extensive governmental involvement, III or residential development, but usually often in several different respects: also includes retail, retail services and restaurant space. Some projects include • A governmental unit will own the hotels. Most also include parking, transit right-of-way itself and often a because transit availability does not transit station or shelter. In these pro- eliminate the need for parking. Indeed, jects the transit elements are often sep- park-and-ride hubs, which inherently arated from the other real estate inter- feature parking, may be a particularly ests. This includes not just "horizontal" elements surrounding the transit hub • itself, but also vertical elements, such that valuable air rights can be created over the right-of-way and/or station. ' • Often a governmental unit initially owns some or all of the land and is a seller or lessor. Estate Journal Page 1 1 • Often the project serves governmen- ed-development in the Twin Cities will tal objectives and may be eligible for attract significant interest from govern- various forms of governmental financial ment and real estate developers alike, as assistance. : ' •, the region struggles with'its.traffic con- .• Generally, the;projects do.:not- - gestion problems: This may create entirely fit within existing zoning and opportunities to launch highly attractive land use entitlements, and require new projects —if developers can navi- approvals or variances. gate the various challenges inherent in Given the scope of governmental these properties. involvement, a timely and successful result requires foresight and expertise in Charlie Ferrell practices in real • addressing the governmental elements, estate law at Faegre & Benson in Min- including financing, permits, project neapolis. He is a past chair of the Alin- approvals and even broader community neapolis Downtown Council and the relations. The governmental process is Downtown Minneapolis Transportation greatly facilitated if the developer's Management Organization. team has a good working relationship with the governmental bodies and a sophisticated'understanding of bureau- cratic and political dynamics. Overall. it's likely that transit nriant-